20050942 Ver 2_Complete File_20050928

0? W A r?9Q?
O ?
Michacl F. Easlcy, Govemor
William G. Ross Jr., Sccrctary
North Carolina Department of Environment and Natural Resources
A(an W. Klimek, P.E. Dircctor
Division of Watcr Quality
September 28, 2005
DWQ EXP # 05-0942
Wake County
McIntyre and Associates
Attn: George McIntyre
4932-B Windy Hill Drive
Raleigh, NC 27609
Subject Property: Massey Preserve Subdivision
Harris Creek and Neuse River [27-26, C NSW]
Approval of 401 Water Quality Certification ancl Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions-EXPRESS
REVlElVPROGRIiM
Dear Mr. McIntyre:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 95 linear feet of streams; 0.092 acres of wetlands, 4,155
square feet Zone 1; and 2,287 square feet Zone 2(total of 6,442 ft2) of protected riparian buffers
to construct the Massey Preserve Subdivision, as described within your application dated August
26, 2005 and received by the N.C. Division of Water Quality (the "Division") on August 30,
2005 and additional information received September 6, 14, 23, and 26, 2005, are covered under
General Water Quality Certification Number 3402 (GC3402). This General Certification allows
you to use Nationwide Permit 39 when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected
riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control and Non-discharge regulations.
Finally, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the §404 Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 1501inear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow tlie
conditions listed in the attached Water Quality Certification as well as the additional
conditions listed bcloNv.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Ralegh, North Carolina 27699•1650
2321 CrabUee Bouievard, Suite 250, Raleigh, North Carolina 27604
Phone: 919•733•1786 / FAX [phone] / Intemet: http://h2o.enr.state.nc.us/ncwetlands
None Carolina
?tirra!!ll
An Equal Opportunity/Affirmative Action Empbyer - 50% Recyciedl110% Post Consumer Paper
Sunset Pointe Subdivision
Page 2 of 4
September 28, 2005
The Additional Conditions of the CertiGcation are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification are met. No other impacts are approved illcluding
incideiital impacts:
Irn act T e Amouiit (Uiiits) Miti ation Re ereiice
Stream 95 ft) N/A PCN form; road crossin
Wetlands 0.092 (ac) N/A PCN; road x-ing, lots 7, 8, dry ond 1& 5
Buffer Zonc 1 4,155 ft N/A PCN
Buffer Zone 2 2,287 (ft N/A PCN
2. Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the wetland or water prior to any land disturbing activities to ensure
compliance.
3. Diffuse Flow Measures
All stormwater runoff on this project shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream as identified within 15A NCAC 2B .0233(5).
In an effort to comply with the diffuse flow provision of the Buffer Rule [15A NCAC
02B .0233(5)], you have provided the Division with level spreader designs submitted
with the PCN Application dated August 26, 2005 and additional information received on
September 26, 2005. The Division believes that if implemented, as per these plans and
revisions, diffuse flow will be achieved. However, if diffuse flow as per 15A NCAC 02B
.0233(5) is not achieved, then the Division shall be notified and corrective actions to
restore diffuse flow shall be taken if necessary to impede the formation of erosion gullies.
At no tinze shall storisitivater from tlte proposed developnteizt be piped directly tlirough tlie
buJfer without prior written authorization from the Division.
The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization from the Division of Water Quality.
Stormwater easements shall be recorded for a distance of at least 10 feet on cach side of
all stormwater conveyances and on all lots containing these structures including future
access for maintenance. The stormwater easements shall allow for the ability to maintain
the structures, perform corrective actions as described above and shall provide protection
of the structures from potential alternations by future property owners.
Sunset Pointe Subdivision
Page 3 of 4
Scptember 28, 2005
4. Corzstruction Stormwater Pennit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division
of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control
program, an NPDES General stormwater permit (NCGO10000) administered by DWQ is
automatically issued to the project. This General Permit allows stormwater to be
discharged during land disturbing construction activities as stipulated by conditions in the
permit. If your project is covered by this permit [applicable to construction projects that
disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, record keeping and reporting requirements
are required. A copy of this permit and monitoring report forms may be found at
http://h2o.enr.state.nc.us/su/Fornts Docznnents.ht»i.
5. No Sediment & Erosiort Coiitrol Measures w/n lVetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within two (2) months of the date that the Division of Land Resources has released thc
project.
6 jYater Qualiry Certification(s)
The proposed project must comply with all the conditions contained within general Water
Quality Certification (GC) 3402.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached Certificate of Completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
10. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within ten (10) days of the commencement of
construction.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application, and as authorized by this
Certification, shall expire upon expiration of the 404 Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This Certification and its
conditions are final and binding unless you ask for a hearing.
Sunset Pointe Subdivision
Page 4 of 4
September 28, 2005
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter complctes the review of the Division of Water Quality under §401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly at 919-733-9721 or Cynthia F.
Van Der Wiele at 919-715-3473 in the Central Office in Raleigh.
Sincerely,
(??- ???? ??/ ?/`V •
A,xd?C.4,
Alan W. Klimek, P.E., Director
AWK/cbk/cvdw
Enclosures: GC 3402
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Jay Keller, Skelly and Loy, 6404 Falls of Neuse Road, Raleigh, NC 27615
Filename: 050942MasseyPreserve (Wake)EXP+401NBR
WA
F 1?1ichacl F. Easlcy, Govcrnor
?
r
6
? ?Villiam G. Ross 1r., Sccrctary
wa
? North Carolina Dcpartmcnt of Environmcnt and Natural Rcsourccs

Alan W. Klimck, P.E. Dircctor
Division of Watcr Quality
EXPRESS PERNIIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 OversightlLi xpress Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Nlailing Address: 1650 Mnil Service Center
Raleigh, NC 27699-1650
Contact Information: Phonc #:
Fax #:
919-733-0203
919-733-6893
Fax To: Jay Keller
George McIntyre
Subject: Massey Preserve
rax #: 878-3550
876-0699
Date: A u us?24; 2005=
? . 2$ ZooS
I
Number of pages including cover sheet: ??-- IZ
Notes or special instructions:
The original will be sent in the mail. If you have questions,please contact Cynthia Van Der Wiele at
919-715-3473.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, NoRh Carolina 27604
Phone: [phone] / FAX 919•733-6893 / Intemet: htiP://h2o.cnr.state.nc.us/nc?kctlands
No3thCarolina
?1 attrra!!y
4n Equal Opportunity/Affirmative Action Empbyer - 500% Recycled/10°b Post Consumer Paper
? SKELLY AND LOY, LLP
6404 Falls of the Neuse Road, Suite 103
Raleigh, North Carolina 27615
E L; r_n LC'..i`; [phone]• FAX [phone]
_ www.skellyloy.com
TO: 4)uf?"X qp( E?.aC,JleS3 0111•T
? Plans
?
WE ARE SENDING YOU 13 Attached ? Under separate cover via
0 Shop drawings 13 Prints
13 Copy of letter 13 Change order
CAPIES DATE NO. DESCRIPTION
a ans
?• svreG sr Worfrshe S f ES 13 -f S

THESE ARE TRANSMITfED as checked below:
,cc For approval b? Approved as submitted
C? For your usa ? Approved as noted
As requested ? Retumed for corrections
0 For review and commont ?
? FOR BIDS DUE 20
REMARKS
? Resubmit copies for approval
? Submit copios for distribution
0 Retum corrected pnnts
13 PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED
If enclosures are not as noted, kindly notify us at once. 0(?
U ?('`?_
?LS i.1
SEP 2 6 2005
DENR - WATER QUAi!T`'
WETLRNDS At@ STOn1RNATEk
ISISMQ QIF U RMaUl1.i1?5TT&L
DA1E G, / c%S
t??r JOEi NO.
ATfENTION Kor EX ,-?ss
RE: Q•.rS?. Pr?s?rve

the following items:
? Samples E3 Specifications
u?r'r?.i i"iv;??iiiv
1. PROJECT INFORMA1
Project Name : / ,
Contact Person: sIr.
Level Spreader lD:, FEsI

UIVWIUItOI'Yv'HICttQUHL111 ' LCVCLJt'ttCFUDCKWVKtWf1CC1
N(please complete the folloeiing informa6on):
. PhoneNumber. (`t?-7) a"7a' 3.1
ae? aa i ft (perpendicular to flow)
ll. 2S ac. (on-site and off-site ciainage to the level spreader)
3_ 1 ac. (on-site and off-site drainage to the level spreader)
$ % (6%for forested, leaf littler cover, 8%for thick ground cover)'
3,3. `l3 cfs
3"X 13 cfs
? r,. 105 (thick ground covor or grass, canopiod forest with leaf litter
groundcover)
13
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Mex. Discharge to Lovel Spreader
Filter Strip/Buffer Vegetation
Pre-treatrnent or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanefion of why. At a minimum, a complete stormwater manegement plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and ouUet shructuro details, a detailed
drainage plan and a fully executed oparation and maintenanco agreement An incomplete submittal package will result in a request for
additional information and will substentially delay final review and approval of the project
Applicants Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No sfructures are located in protected buffers"
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specfied (if applicable) and plan deteils and calculations are provided
Discharge to level spreader end subsequent filter strip is hydraulicelly and spatially separate from tho bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operption and mointenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can bo used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
i.u • •.
DIVlS[tDU (3F r1lATER OUAL1'T'f - LEVEl. SPh-PADER ?70RKS}1EET
1. PRdJEC'T INFOF2MA11ON (pleas3 complete the following information):
Project Name : X.4ue.
Contact Person: Tax e{t-r Phone Number: (`ll ?) 87 ? -3SJS
Level Spreader ID: _ FES-,t 15,40
S 5 fr??t??e
Level Spreader Length
Drainaga Area
Impenrious Area
hlaximum Filter StriplBuffer Slope
grass
Max. DischargQ from a 10 Year Stcrm
Max. Discharge to Lovel Spreader
Filter SUiplBuffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
l O ft t-?11, (perpendicular to flow)
0,35 ac. (on•site and off-sits drainage to the level spreader)
o. ac. (on-site and off-site drainaga to the level spreader)
'g % (6%far forested, leaf littler cover, 8%for thick ground cover)*
O, SS cfs
b, SS cfs
??• sr (thick ground cover or grass, canopied forest wifh leaf litter
groundcover)
Initial in the space provided to indicata the following design requirements have been met And supporting documentaUon is attachod. !f a
requirement has not been met, attach an explanation of Evhy. At e minimum, a complete stormwater manAgement plan submittal includes
a worksheet for each BMP, design calculations, plans and speciticptions showing All BMPs and outlet structure details, a datAiled
drainage plan and a fully executed opera6on and maintenanco agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
A licants Initials
Level spreader is et least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan deteils and calcula6ons are provided
Discharge to level spreader and subsQquent filter strip is hydraulically and spe6ally separate from the bypass
discharge.
No structures ere located in protected buffers.
Plan details for the bypass and outlets are providad.
The operation and maintenance agreement includes annual erosion and vegeta6on repair.
The operation and maintenance agreement signsd and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forsstad areas with leaf li[tler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potsntially requires a
minor variance in protected buffer areas. In any event the second level spreadLr cannot be located in Zone 1 of a protected buffer area.
_. .. ... . . ..?,._. . .
1. PROJECT INFORMA
Project Name : 411
Contact Person: '37.-
Level Spreader ID:. FE'51
D;%/:S!0!: 0F l:'^TE:? ^!!.^,! !TY - LF`lEL SPnFP,JEP, :°'QRKSttEET
N(please complste the following information):
13
0 Wer Phone Number. ( tf 9) 877 SS J-)
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
gress
Max. Discharge from a 10 Year Storm
Max. Discherge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
ac? aa1 ft
!/.2S ac.
3_ ( ac.
8 %
33.13 cis
3 3? 43 cfs
t-s
(perpendicular to flow)
(on-site and off-sito (kainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6%for forested, leaf IitUer cover, 8%for thick ground cover)'
(thick ground covor or grass, canopied forest with leaf litter
groundcover)
Initiai in the space providod to indicate the following design requirements have been met and supporting cbcumentation is attached. If a
requirement has not 6een met, attach an explanation of why. At e minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing a(I BMPs and outlet structure details, a detailed
drainage plan and a fully executed operetion and maintenanco agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreoder end subsequent filter strip is hydraulicdly and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan detnils for the bypass and ouUets are provided.
The operation and maintenance agreement includes annual erosion and vegete6on repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can bo used on slopes of up to 15°k in forested ateas with leaf littler cover or on siopes of up to 25% in aroas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This poten6ally requires a
minor variance in protected bufter areas. In any event the second level spreader cannot bo located in Zone 1 of a protected buffer araa.

1. INFORMA
Project Name : X.
Contact Person: -
J__4

DIV!SlCrd dF 4YATFR QUA! ITf - LE1JtL SPRtiADER V,1OR"t(SHEET
T10N (pleasa compiete the follotiving information):
!W Phone Number. ( 1l '7 ) 87 J'^ J3 JS
Level Spreader ID:. FES';t I 540-5 5 fr••?t??e
Level Spreader Length l D ft
Drainago Area c. 35 ac.
Impervious Area 0,16 ac.
Macimum Filter Strip/Buffer Slope 'g %
grass
Max. Dischargo from a 10 Yoar Storm a ss cfs
Mex. Discharge to Lovel Spreader b. SS cfs
Filter Strip/Buffer Vegeta6on +:t
Pre-treatment or Bypass Method
II. REQUIRED ITEhiS CHECISLIST
(perpendicular to flow)
(on-site and off-sits drainage to the level spreader)
(on-site and off-site drainaga to the level spreader)
(6%for forested, leaf littler cover, 8%for thick graund cover)*
(ihick ground cover or grass, canopiod forest wiih leaf litter
groundcover)
Initial in thQ space provided to indicate the following design requirements havQ been met and supporting documentation is attached. If a
requirement has not 6een met, attach an explanation of ?vhy. At a minimum, a complete stormwater management plan submittai includes
a worksheet for each BMP, design calculations, plans and speciticafions showing all BMPs and ouUet structure details, a detailed
drainagg plan and a fully executed operation and maintenanca agreement An incomplete submittal package will result in a request for
addi6onal information and will substantially delay final review and approval of the project
A licants Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes oniy
No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan deteils and calcula6ons are provided
Discharge to level spreader and subsequent filter strip is hydraulicelly and spetially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are providzd.
The operation and maintenance agreement includss annual erosion and vegetetion repair.
Tho operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forestaei areas with leaf littler cover cr on slopes of up to 25% in areas
with thick ground cover or grass if designed acxording to fhe Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second lavel spreader cannot be located in Zone 1 of a protected buffer area.
W AT?RP
?O -7

Michael F. Easley, Govcmor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resourccs
September 23, 2005
CERTII'IED MAIL: RETURN IZE, CEIPT REQUESTED
McIntyre and Associates
Attn: George McIntyre
4932-B Windy Hill Drive
Raleigh, NC 27609
Subject Property: Massey Preserve Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIETV PROGRAM
Dear Mr. McIntyre:
Alan W. Klimck, P.E. Dircctor
Divisioo of Watcr Quality
DWQ EXP No. 05-0942
Wake County
On September 6, 2005, the Division of Water Quality (DWQ) received your application fee for a 401
Water Quality Certification and Riparian Buffer Authorization through the Express Review Program. On
September 14, 2005, we received additional information. However, the DWQ has deternuned that your
application package remains incomplete and/or has provided inaccurate information as discussed below.
The DWQ will require additional information in order to process your application to impact protected
wetland, streams and/or buffers on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 211.0506 and will place this project on hold as incomplete until we receive this additional
information.
Please provide the following informntion so that we may continue to review your project:
1. We did not receive the specified number of plans. Please provide two additional sets of construction
plans.
2. One of the level spreaders is designed below the minimum length while another level spreader exceeds
the maximum allowable leng[h. Level spreaders must be designed in accordance with DWQ standards.
Please reconfigure your design to these specifications and submit worksheets and supporting
calculations.
Please respond within three (3) days of the date of this letter by sending five (5) sets of this information to
me in writing. The Express Review Program is a process that requires all parties to participate in a timely
manner. lf the DWQ feels the Express Review Program is the incorrect review program for your project,
then we may have to return your application and have it reviewed througlz our regular 401 Water Quality
Certifzcatiorz Program.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 CrabUee 8oulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919•733-1786 / FAX 919•733-6893 / Intemet httP:02o.enr.state.nc. us/ncwetlands
N n'CaIOllI13
aturally
M Equal OpportunitylAffirmative Action Empbyer - 50% Recycled/10% Post Consumer Paper
DEW # EYP 05-0942 Massey Preserve
Subject: DEW # EXP 05-0942 Massey Preserve
From: Laurie Dennison <[e-mail]>
Date: Fri, 23 Sep 2005 13:27:43 -0400
Tn• IIK P??PY Tav" <ilrAlvrnclralIvlnv rnm>
Massey Preserve Subdivision
Page 2 of 2
September 23, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Sineerely,
L'r-14L4 4?4
Cyndi Karoly,
401 Oversight/Express Review Pernutting Unit
CBK/cvdw
cc: Jay Keller, Skelly and Loy, 6404 Falls of Neuse Road, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 050942D1asseyPrescrve (Wake)EXP+hold3
DEW # EXP 05-0942 Massey Preserve
?
Subject: DEW # EXP 05-0942 Massey Preserve
From: Laurie Dennison <[e-mail]>
Date: Fri, 23 Sep 2005 13:27:43 -0400
To: "Keller, Jay" <[e-mail]>
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
Content
050942MasseyPreserve(Wake)EXP+hold3.doc -Type: application/msword
Content-Encoding: base64
1 of 1 9/23/2005 1:28 PM
McIntyre & Associates, P.L.L.C.
Engineers and Land Planners
4932-B Ivind}' Hill Drive
Ralcigh, NC 27609
Phone [phone]
Fax [phone]
MEMORANDUINI
Date:
Submitted To: NCDWQ
Reference
August 18, 2005
Impervious Percentage Calculations for 144 Acre Massey Preserve Subdivision
Following is the Breakdown of Impervious Areas for the Massey Preserve Subdivision :
• Impervious Area in Streets ----------------------------------- 9.7 Acres
• Impervious Area in Sidewalks ------------------------------ 1.6 Acres
• Impervious Area in Houses --------------------------------23.82 Acres
( Includes Patios, Walks, Driveways)
TOTAL IMPERVIOUS AIZEA---------- 35.12 Acres
% Impervious Area = 35.12 Acres / 144.24 Acres = 24.34 %
PERCENTAGE IMPCRVIOUS AItEA = 24.34%
?-s SKELLY AND LOY, LLP
? 6404 Falis of the Neusc3 Road, SuitQ 103
5
11-- _ 4j Raleigh, North Carolina 27615
? , . H 1: L L).:- [phone]• FAX [phone]
www.skellyloy.com
To: L{ v 1 Ex?ol013loerr+:If i•?
dMUMG3 OG? 4??G?]0 t5'4L?
DATE 9 /Y o, JOBNO. 1 460 YOQG
ATTENTION
RE: /143S ! /'e3/7?"-
rlwQ V 05-o17ya
WE ARE SENDING YOU ?( Attached 13 Under separate cover via
13 Shop drawings E3 Prints 'If, Plans
9 Copy of letter 13 Change order 13
CAPIES DATE NO. DESCRIPTION
5 /1/0 ?ai;?•o? OJ/W v .-oe..a
SPT3 c? ,,rJil c?lCs w?f ?i s
3 Cal'u-Pf
Scfs c{ 1.4 ShrVfr
Go?±?(C P si?it?/ c1 t?a e-?f' in?"/i/i ,?Lr

THESE ARE TRANSMII?ED as checked below:
A Forapproval ? Approved as submitted
„tr For your use ? Approved as noted
JV As requested ? Retumed for corrections
0 For review and comment ?
? FOR BIDS DUE 20
REMARKS
? PRINTS RETURNED AFTER LOAN TO US
COPY TO
?lS?:.?UVL? ?
D
SEP 1 4 2005
DENR -'v`,'ATtR QUALITY
?i?iu?,.;?r? ...
SIGNED
if enclosures ara not as noted, kindly notify us at once.
? Resubmit copies for approval
0 Submit copies for distribution
? Retum corrected prints
the following items:
0 Samples E3 Specifications
??(Ci33?' l ?r? :?r'/'?'? ? ve ? S??cc,?l?S
I
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A fevel elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surtace.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the pertormance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
"? i
Print name: I\c 1( ? f 1 6 ? ??.?r?-Zc??ti?} L ?, - f ????I r?? ? c ??c?i
? I
CldT7?C??%
?)' ;cl ? ?;
. ')IV?-?? ct ( ec?;ti:, , I c /?
?TS- )C"11
Sign
Date
t,
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, L?r1 i1 G. ?? l;rJoc? , a Notary Public for the tate of rv ? ,
County of ?:\ 1 n-kr'- , do hereby certify that RUD/o e,dCi'
personally appeared before me this day of ?C010nlL< < and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
SEAL
, r 4d,.6
1 - 20 05
?,??i`• ??SiTtr7Q(,?;?,ITY
".? r.'' (
C":nlr:?l ne?n
My commission expires
Pagc 1 of 1
,l
DWQ Project No

05' o 9 Ifc-A
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
ProjectName: ?":1?,s?<"" ? ? e .- .- i :'
Contact Person: -zaFs' P lic' f" Phone Number:
Level Spreader ID:. Pd,u( j /FES 1-?9
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Siope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
3O ft.
?. ac.
O. 67 ac.
8 %
cfs
a.3a Cfs
U
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)"
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not 6een met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
-?e Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No. J S-o 9 1-&,
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORh1ATION (please
Project Name : /'?l A?0 1/
Contact Person: -J` v 2
Level Spreader ID:. FFS 4 13
plete the following information):
e rve
er
r
Phone Number:
Level Spreader Length yq1 ft. V; f(perpendicular to flow)
Drainage Area !/. d5 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 3. io ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 4% (6% for forested, leaf littler cover, 8% for thick ground cover)"
grass
Max. Discharge from a 10 Year Storm 33. `L3 cfs
Max. Discharge to Level Spreader 33,113 cfs
Filter StriplBuffer Vegetation _ (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each Bh1P, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
.' , litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
" Level spreaders in series can be used on slopes of up to 15°/a in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
/l(assey &es evve
DWQ Project No
C) 5-a %1!3
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORh1ATION (piease
Project Name : tilassp ?
Contact Person: ? 0- /
implete the following information):
?roS e Y ?E'
er
Phone Number:
Level Spreader ID:. FEStf /S JOS Sfi,elai"r
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter StripiBuffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
7/5 ft. (perpendicular to flow)
a, 35 ac. (on-site and off-site drainage to the level spreader)
0.16 ac. (on-site and off-site drainage to the level spreader)
g % (6% for forested, leaf littler cover, 8% for thick ground cover)'
0,5s cfs
o, 55 cfs
r C,•S S (thick ground cover or grass, canopied forest with leaf litter
J groundcover)
Initial in the space provided to indicate the foilowing design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
9 )
•F ?? Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulicaliy and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas evith leaf littler cover or on siopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
lqcf sse. 1r eS e rv<-°
DWQ Project No. 05 ?o "Ka
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please c mplete the following information):
Project Name : /l qsSe reS L' Y?e
Contact Person: cv ? F'/ er P h o n e Number. L l?
Level Spreader ID: , FES ? a gi I?o nc?'-?
Level Spreader Length qO ft. (perpendicular to flow)
Drainage Area 3• a3 ac. (on-site and off-site drainage to the level spreader)
impervious Area 0,73 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope g% (6% for forested, leaf littier cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
3. 0 8 cfs
3,08 cfs
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an expianation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design caiculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and vrill substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
? ?Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion antl vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provitled.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Af,qSSey I YL?S Pr vc
DWQ Project No. 05o '/ Li 2?
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (piease c mplete the following information):
Project Name : ss e rPS f? r?,, P
Contact Person: jSe/ Pr Phone Number:
Levei Spreader ID:. F'ES V 36; ?n?( 3
Level Spreader Length 58 ft.
Drainage Area D.42 ac.
Impervious Area o, -7 y ac.
Maximum Filter Strip/Buffer Slope
grass
Filter StripiBuffer Vegetation (perpendicular to flow)
Max. Discharge from a 10 Year Storm t!, S/ cfs
Max. Discharge to Level Spreader y, S/ cfs
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
graundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
--% "
, litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on siopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
1?iJaS s,/ Ilohes e r ve
DWQ Project No. o, 5 o ? q &,\
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORh9ATION (please
ProjectName: /i
Contact Person:
Level Spreader ID:. FES "IT; P
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
ete the following information):
•;? r?f•-i/Ci
,,.;.
a .?
Phone Number:
.,WS
5a ft. (perpendicular to flow)
a.13 ac. (on-site and off-site drainage to the level spreader)
Gt ?o ac. (on-site and off-site drainage to the level spreader)
?% (6% for forested, leaf littler cover, 8% for thick ground cover)"
cfs
3.99 cfs
.: 'r ;.;. (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not 6een met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing ail BMPs and outlet stnicture details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittai package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
?- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
wilh thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protectetl buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
1'ar es er
DWQ Project No._
1. PROJECT IN
Project Name :
Contact Person:
Level Spreader ID:,
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1A* ION (please cQmplete the following information):
0S-0 TYa
.3cI .. s'ti.t:': -..•4-
FE.S ? s6 Po„c
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
Ii. REQUIRED ITEMS CHECKLIST
a
a 9 rc.
a.q ac.
0. ? ac.
g %
a.3 cfs
a.3 crs
+y
?
Phone Number:
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requiremenf has not been mef, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittai package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
?/,,?•,•?? Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
• ??? Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littier cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
er?vo-
I. PROJECT INFORMA
Project Name : ;'•??
Contact Person:
Level Spreader ID:. FFS
DWQ Project PJo._
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
fION (please complete the foliowing information):
4:? oj
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST

Phone Number. { 1r±"_r 'c; a' <j ° -1
S71 ft.
?. a a ac.
0.35 ac.
6• a cfs
G. a crs
-a
?j
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
requirement has not been met, attach an explanation of why. At a minimum, a compiete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fuily executed operation and maintenance agreement. An incomplete submittal package will resuit in a request for
additionai informa6on and will substantially delay final review and approval of the project.
Applicants Initials
? Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
"litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if appiicable) and plan details and calculations are provided
Discharge to levei spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
os-a9, ek
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
?
Circular Pi e Flow
Project:
Pipe ID:
r TC
. ,
r! e
? Ylaw ? ange
Arpvt f r l:
. ?i
U
Pipe Invert Slope So = 0.0100 ft/ft
Pipe Manning's n-value n= 0.0130
Pipe Diameter D= 72.00 inches
Design discharge Q= 365.2 cfs
Full-flow Capacity (Calculated)
Full-flow area Af = 28.27 sq ft
Full-flow wetted perimeter Pf = 18.85 ft
Half Central Angle Theta = 3.14 rad
Full-flow capacity Qf = 424.7 cfs
Calculation of Normal Flow Condition
Half Central angle (0<Theta<3.14) Theta = 2.02 rad
Flow area An = 21.63 sq ft
Wetted perimeter Pn = 12.09 ft
Flow depth Yn = 429 ft
Flow velocity Vn = 16.89 fps
Discharge Qn = 365.3 cfs
alculation of Critical Flow Condition
alf Central Angle (0<Theta-c<3.14) Theta-c = 2.37 rad
ritical flow area Ac = 25.85 sq ft
ritical top width Tc = 4.17 ft
ritical flow depth Yc = 5.16 ft
ritical flow velocity Vc = 14.13 fps
•oude number Fr = 1.00
HARTMANI, Pipe
5/24/2005, 1:13 AM

.
Project:
Pipe ID:
? -----------------------
L
PYpe
}{ ? mirazue. ?
loss D
V d
L So ?
•-?-------?-----------------------
• Slope So '
Scctim 1 SaficJ? 2
culvert x-section
D
Inlet ?
Headwater Depth For Circular Culvert
O utle t
eNit Tahtiafcr
lo ss
Design Discharge
Pipe Diameter
Inlet Edge Type (choose from pull-down list)
Inlet Invert Elevation
Outlet Invert Elevation
Pipe Length
Manning's Roughness n-value
Bend Loss Coefficient
Exit Loss Coefficient
Tailwater Water Surface Elevation
Pipe Cross Sectional Area
Culvert Slope
Normal Flow Depth
Critical Flow Depth
Headwater Depth by Inlet Control
Headwater Depth by Inlet Controi
Headwater Depth by Outlet Control
Tailwater Depth for Design
Friction Loss Coefficient over Culvert Length
,Sum of All Loss Coefficients
Headwater Depth by Outlet Control
Desiqn Headwater Depth
D Ratio =
Q = 265.2 cfs
D = 72.00 inches
Inlet Type = 1.5 : 1 Beveled Edge
le = 213.60 ft
0e = 212.79 ft
L = 80.0 ft
n = 0.013
Kb = 0.00
Kx = 0.00
EI. Y, = 212.79 ft
Ao = 2827 sq ft
Sa = 0.0101 ft/ft
Yn = 3.42 ft
1'c = 4.46 ft
HW-inlet= 6.85 ft
d = 5.23 ft
K, = 0.23
K•5 = 0.43
HW-outlet= 6.37 ft
HW= 6.85 ft
HW/D= 1.14
HARTMANI, HW-Pipe
5/24/2005, 1:13 AM
,
.
Project =
Vertical Profile for the Culvert
rrel Diameter or Height D or H= 6.00 ft
rrel Length L= 80.00 ft
rrel Invert Slope So = 0.0100 fUft
wnstream invert Elevation EDI = 212.79 ft
wnstream Top Embankment Elevation EDT = 225.17 ft
stream Top Embankment Elevation EUT = 225.17 ft
sign Headwater Depth Hw = 6.85 ft
Iwater Depth Yt = 0.00 ft
ilabie Headwater Depth HW-a = 11.58 ft
ign Hw/D ratio Hw/D = 1.14
pstream Invert Elevation EUI = 213.59 ft
pstream Crown Elevation EUC = 219.59 ft
pstream Soil Cover Depth Upsoil = 5.58 ft
ownstream Invert Elevation EDI = 212.79 ft
ownstream Crown Elevation EDC = 218.79 ft
ownstream Soil Cover Depth Dnsoil = 6.38 ft
NARTh1AN 1, Prof+le
Box ID = A
Upstrsam Top
Embankmant
E7avah'on Dnsiream 7'op
T Embankmant Elevation
Ava ifabia
, -
Il>jpth = Upstraam Ci?own Elevahon
Haadwaier Dnstream Cxown Elavahon
? Diamafer
Upsfream jnvert Elevah'on . or Haigh! -
7'a2i}uatar T
aIvsrt Length Dnstrsam Invert Elsvah'on
5/24/2005, 1:13 ANl
..It.,?L'nti \..f?i\t[. = 1) .>?...1.?. l?'4 ..i.i??IC.Jr ??•11C.KIHL?• 51l.E.?n
:;.a!.L _cFIJlS IiO. OP GF,FAULT LGF. e:NTe: I:;LET FQCATIO:J IID; ?
CODF. (in.l CUL'JcRTS CORRU(-. "n" (ITYFG) F.G?E (CI) NU1BF.R-IC CHTi!-SCFLE
1-RCP 8-144 29,p95ar_ .012 1-COnv 1-s?. proj. ". (not u;ed)
3-haadwall 9 1-1
4-groove 4 1-3
5-yroove,hd 5 1-2
6-1:7 bevel 6 3-A
7-1.5 bev. 7 3-6
2-CS P 12-36 17,p49ai 2.7x.5 .024 1-Conv 1-[hin 1 2-3
54-144 16,pS0ai 3x1 .028 2-mitered 2 2-2
54-144 16,p50ai S:tl .026 3-headwa11 3 2-1 ?
60-312 43,p59ai 6x2 .035 6-1.1 bevel 6 3-A
?
°
7-1.5 bevcl 7 3-6
3-G1P 12-34 16,p39ka ?.7r..5 .024 1-Conv (Same as CIIP)
30-120 16,p39ka 3x1 .028 0?
48-120 13,p39ka 6x1 .025
60-252 33,p39h.a 9x2.5 .035
ALL See Inlet Control Procedures 2-Side 1-thin face, side 56-3 0-3
For Equations (Cir) 2-square 56-2 3-bevel 56-1
3-Side see box face, side 58-112 op

i

- I

?
n ?
1
1

Q 1 -
I
I
w so.d v?.n.y

o..lo. ?
I
?
a...a 1
n.?e r w+or. ?
w..a> o...m,?
I
I
?
j
c.... w. s
t
9-slope see box face, slope 53-1/2 o m ? Ao.}?? eo ao ?oo
ai = AISI, Handbook of Steel Drainage 6 Hiyhway Construction Products, 1983 ValuesnflCb
Y.a = Kaiser Aluminum, Hydraulic Design Detail, GP-131, Edition 2, 1984
EQ EUGE KE SR A US C DIP EE F
1 Lhin 0.9 0.5 0.187321 0.56771 -0.156594 0.0497052 -0.00343602 3.97E-05
2 mitered 0.7 0 0.107137 0.757769 -0.361462 0.1233932 -0.01606422 7.67E-04
3 headwall 0.5 0.5 0.167433 0.538595 -0.199374 0.0391543 -0.00393974 1.16E-04
4 groove 0.2 0.5 0.108786 0.652361 -0.233801 0.0579585 -0.0055789 2.05E-04
5 grv.hdw. 0.2 0.5 0.114099 0.653562 -0.233615 0.0597723 -0.00615338 2.43E-04
5 1.1-bev. 0.2 0.5 0.063343 0.766512 -0.316097 0.0876701 -0.009936951 4.17E-04
7 1.5-bev. 0.2 0.5 0.09173 0.699353 -0.253683 0.065125 -0.0071975 3.12E-04
B sq.-proj. 0.2 0.5 0.167287 0.553755 -0.159813 0.0420069 -0.00369252 1.25E-04
9 headwall 0.5 0.5 0.087463 0.706576 -0.253295 0.0667001 -0.00661651 2.51E-04
i0 end-sect. 0.4 0.5 0.120659 0.630763 -0.218423 0.0591815 -0.00539169 2.29E-04
F.Q p's: REFERE11CE
1-9 : Calculator D^_sign Series ICDSI 3 for 71-59, FHWA, 1980, p,ge 60
1-10: 4ydraulic Ccr.,puter Pro3ram (H't) 1, FHNA, 1969, page ln
GOX (SfiAPG = 2) SU[SL1f2'f UF SI{APES, MVITERIALS, Si2ES, S"n"
213t1 SPFU RI.4E GEF. Et7TRl1I7.^_E INLET EQUATION F:D; 5
CODE RAL+'GE Rr12JGE "n" ( ITYPF.) EDGE (CC ) NJN,EiER-iC CfITN-SCALE
1-Rr3 4'-15' 4'-20' .012 1-Conv 1-square 1 10-1
2-1.5 bev 2 10-3
3-1.1 bev 3 10-2
9-30-75sq 4 9-1
5-90-15sq ! 8-2
6-0 sq , 0-3
7-1." oav 6 )-2
8-bevel 6 9-1
All See Inlet Con[rol <-Side 162-squace :acQ, side SR-1
Pzocedure,, For- 364-bevel 58-2
F.quacions ,-Slc,pe 1 i2-squaie .ace, slop„ 53-I
.,s4-bevel __-_
ac = RCfA, Concret? Pipe G?•si-;n Ft.?n»1. February 198S
F.1 EGGE !'f: ..R N D3 DIF FE .
1 square 0.5 0.5 0.122117 0.505435 -0.10556 0.0207b0 9 -1.37E-03 3.16E-01'
2 1.5-Lev. 0.2 0.5 0.09575b9 0.4551575 -0.07129951 0.01?15577 -6.78E-04 0.00_1014?
3 1.1-bev. rl,2 0.5 0.1566066 0.3934353 -0.06903321 0.01120135 -0.0005949 1.96E-05
, ?,j-37/75 J .d O.S 0.)7'[4:,27 G.?G7Ud7 -0.1174,9 U.0::" 17U; -1.49E-03 0 .OGOJ38
., squarc 0.7 0.5 0.144133 0.461363 -0.0921;07 0.0200029 -1.36E-03 0.0000359
f, bevel 0.2 0.5 0.0895633 0.4412465 -0.07434581 01.01273183 -0.0007568 1.77E-05
k:0 q's: Rf:FEREPiCE
1-6: Hydraulic C<?;rpu[er 11cr,3[aro (NY) 6. F}ii;A, s?,bcou[i^e PE?_UA
1.4.5: ffydraulic Ccr..puLar Fco3rs:z (;{Y) 3. FFi'nA. 1169, piga 16
1,3„ 1,6: Calculatcr U_;iqn .>?ries (Ci;S) 3 for TI-59, Flfn;, 1y00, lE
HARTMANi, Design Info
5/24/2005, 1:13 AtJ
N
W
d
^ Q
N J
, N
^ W
a
N
INV OUT
U
Z
N
- N
Q 0
= w
in U
0 F-
? W
?
J
?
U
34.1 7'
?
r-
tl1
N
I"
46.1 7'
INV IN
80 LF172" RCP
1 "= 5 0' H
1 11 = S' V
N
W
C1.
? 0
? J
N
^ W
0
N
.J L?? • -
220.5
? l
? ?

217.7
?
?-
?
i ;
?
I ? r?I
?
21•4•3
-------?
i I
?
? j
?
I ?

... ; = . .: ,
------

15.3
?
,
I
?
i
i ?
'---=-?

17.9
1
I
i
?

?
?

18.4
l ,? I
224.30 %
,
,

/
,
224.68
? o
V
lIl
i ?
225.05
?
?
?
225.43

-- ?
`-?---
?
- -
225.80
?
I \

\
,
. . . . . ?. , ?• . . •
The level spreader is defined as an elongated, levei threshold, designed to diffuse stormwater runoff.
hlaintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surtace.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repairthe collection system (e.g., catch basins, pipes, srvales, riprap) four (4) times a year
to maintain proper functioning.
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEh1ENT
I acknowledge and agree by my signature beldw that I am responsible for the pertormance of the maintenance
procedures listed above. I agree to notify DWQ of any problems vrith the system or prior to any changes to
the system or responsible party.
Printname: ci-{cr
Title: y '
Address: CD
Phone:__?
Signature:
Cl ?-T 7 c..f.?v
?7 T )C)'1f

Date: ?1 I f?! 05 v
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, Lyr1i-l G. a Notary Publieforthe tate of
'
County of CL??-?- , do hereby certify that abio
personally appeared before me this ?•3}?? day of ?tf??ti? l?C t_ ,?c•os , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
SEAL
B)i
SEP ? _ 2005
DEN 'R - . =:"? ?:; • -„
My commission expirss
Page 1 of 1
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORh1ATION (please complete the following information):
Project Name :
Contact Person: - Phone Number: ( _ 1 • •-
Level Spreader ID:.
Level Spreader Length ft.
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm ' cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method speci6ed in the Draft Level Spreader Design Option Document:
Bypass method is specifietl (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
' ? ( r . . . .. ? .. . Y. u
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORh1ATION (please cnmplete the follovding information):
Project Name
Contact Person: • . ? ?'ll r"I Phone Number: ??,? '??" ?` .` • ? " ?
Level Spreader ID:
Level Spreader Length ft. ??: •? (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area ?•?? % ac. (on-site antl off-site tlrainage to the level spreader)
Maximum Fiiter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm cfs
h1ax. Discharge to Level Spreader cfs
Filter Strip,'Buffer Vegetation (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the foilowing design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
=?-•':- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat siopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provitled.
The operation and ma;ntenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
` Level spreaders in series can be used on slopes of up to 15°o in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if tlesigned according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project PJo.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please cnmplete the following information):
Project Name
Contact Person: ? ? • % ' F Phone Number.
level Spreader ID:. Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter StripiBuffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
?• ?`> ft. (perpendicular to flow)
ac. (on-site and off-site drainage to the level spreader)
ac. (on-site and oif-site drainage to the level spreader)
% (6% for forested, leaf littler cover, 8% for thick ground cover)'
?' - cfs
cfs
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the foilowing design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculaGons, pians and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
' litter.
.?. .:.
? Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if appiicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outiets are provided.
The operation and maintenance agreement includes annuai erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreatlers in series can be used on slopes of up to 15% in forested areas with leaf Iittler cover or on slopes of up to 25% in areas
wilh thick ground cover or grass if designetl accortling to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project PJo.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please cnmplete the following information):
Project Name : "'li ( '
Contact Person: Phone Number.
LevelSpreaderlD:.
Level Spreader Length ft.
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm -?• t''•cfs
Max. Discharge to Level Spreader cfs
Filter StripiBu(fer Vegetation •
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each Bh1P, design calculafions, pians and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package evill result in a request for
additional information and will substantially delay finai review and approval of the project.
Applicants Initials
= Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
,..,litter.
Pre-Form Scour Holes are on flat slopes only
,'•? - No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreatler Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is providetl.
" Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if tlesigned accortling to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
i !
DWQ Project Na ,` f ' 1
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please cnmplete the following information):
f
Project Name :
Contact Person: Phone Number. Level Spreader ID:. ? _;.•;:•,?? ;,?:.? ,''.. ,., ,? ..-;
Level Spreader Length ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site tlrainage to the level spreader)
Maximum Filter StripiBuffer Slope °o (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation _
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormtivater management plan submittal includes
a worksheet for each BMP, design calcula6ons, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and tivill substantially delay finai review and approval of the project.
Applicants Initials
?-? Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
=- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion antl vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas evith leaf littler cover or on slopes of up to 25°1a in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No
1. PROJECT INFORMATION (please cnmplete the following information):
Project Name : .?? ? %• d ?'
Contact Person: ?`a ?? ?;• °?;`?'':': ?:`•?' Phone Number.
LevelSpreaderlD:.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Bu(fer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST

ft. (perpendicular to flow)
ac. (on-site and off-site drainage to the level spreader)
ac. (on-site and off-site drainage to the level spreader)
% (6% for forested, leaf littler cover, 8% for thick ground cover)"
cfs
cfs
<'? 3=' ?Y:z •? (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal incfudes
a worksheet for each BMP, design calcula6ons, plans and specifications showing alt BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incompiete submittal package will result in a request for
additional information and wiil substantially delay finai review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
-4j C- Pre-Form Scour Holes are on flat slopes only
?No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan detaiis for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsibie party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas tivith leaf littler cover or on slopes of up to 25% in areas
vaith thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project Na ? ? • `? 1? =-"-
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORh1ATION (please cQmplete the following information):
Project Name : ? >!' ?i.`" ', ?`
ContactPerson: ?'?C2 >> F?;`F=':%'"?•
Phone Number:
,
Level Spreader ID:.
- _Y
Level Spreader Length ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope '% (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Levei Spreader cfs
Filter Strip/Buffer Vegetation i:! a" ••?, r•s (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal inciudes
a worksheet for each BMP, design calculaUons, pians and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes oniy
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan tletails for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up fo 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be locatetl in Zone 1 of a protected buffer area.
?
? • . " J.• !' - ? . .
/ , ? ! •
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT IN
Project Name :
Contact Person:
LevelSpreatlerlD:.
rION (please crzmplete the following information):
,,s 4 1 ?, ??. : • ,,, ; _ _..
,.. Ir

Phone Number. ( -,'! o' <f " _:?
Level Spreader Length it. (perpendicular to flow)
Drainage Area '• rA •j ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope °/o (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm -; cfs
Max. Discharge to Level Spreader ..>? cfs
Filter Strip/Buffer Vegetation l.;fi w!:., .3 (thick ground cover or grass, canopied forest with leaf litter
1) groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEPdS CHECKUST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been mef, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design caiculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage pian and a fully executed operation and maintenance agreement. An incomplete submittal package wiil result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
_r4Pre-Form Scour Holes are on flat slopes only
,?J?,?? = No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreatlers in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25°/a in areas
wilh thick ground cover or grass if designed according to the Draft level Spreader Design Option Document. This potentialiy requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
J
t
Circular Pipe Flow
Project:
Pipe ID:
f TC
. ?
r ? -
? rLaw ??e
ArPS, f ? 1:
..` ?
ll
1-fARTMAN1, Pipe
Desi n Infonnation In ut
Pipe Invert Slope
Pipe Manning's n-value
Pipe Diameter
Design discharge
So =
n=
D=
Q=
0.0100 ft/ft
0.0130
72.00 inches
365.2 cfs
Full-flow Ca aci Calculated
Fuil-flow area Af = 28.27 sq ft
Full-flow wetted perimeter Pf = 18.85 ft
Half Central Angle Theta = 3.14 rad
Full-flow capacity Qf = 424.7 cfs
Calculation of Normal Flow Condition
Half Central angle (0<Theta<3.14) Theta = 2.02 rad
Flow area An = 21.63 sq ft
Wetted perimeter Pn = 12.09 ft
Flow depth Yn = 4.29 ft
Flow velocity Vn = 16.89 fps
Discharge Qn = 365.3 cfs
Calculation of Critical Flow Condition
Half Central Angle (0<Theta-c<3.14) Theta-c = 2.37 rad
Critical flow area Ac = 25.85 sq ft
Critical top width Tc = 4.17 ft
Critical flow depth Yc = 5.16 ft
Critical flow velocity Vc = 14.13 fps
Froude number Fr = 1.00
5/24/2005, 1:13 AM
1
Project:
Pipe ID:
Headwater Depth For Circular Cu{vei-f
A
culvert x-secfion
D
litle t ?
?
-----------------------
L
P*e '
}i ? m3ruue?
loK D
V 1
LSo -?-------------------------------
' S3cpe So '
Scrticvi 1 Scctiw? 2
O utle t
? TaiZtiuaiQ
lo ss
Design Discharge Q= 265.2 cfs
Pipe Diameter D= 72.00 inches
Inlet Edge Type (choose from pull-down list) Inlet Type = 1.5 : 1 Beveled Edge
Inlet Invert Elevation le = 213.60 ft
Outiet Invert Elevation Oe = 212.79 ft
Pipe Length L= 80.0 ft
Manning's Roughness n-value n= 0.013
Bend Loss Coefficient Kb = 0.00
Exit Loss Coefficient Kx = 0.00
Tailwater Water Surface Elevation EI. Yi = 212.79 n
Calculations (output)
Pipe Cross Sectional Area
Culvert Slope
Normal Flow Depth
Critical Flow Depth
Headwater Depth by Inlet Control
Headwater Depth by Inlet Control
Headwater Depth bv Outlet Control
Tailwater Depth for Design
Friction Loss Coefficient over Culvert Length
Sum of All Loss Coefficients
Headwater Depth by Outlet Control
Design Headwater Depth
W/D Ratio =
A. = 28.27 sq ft
S. = 0.0101 ft/ft
Yn = 3.42 ft
Y? = 4.46 ft
HW-inlet= 6.85 ft
d = 5.23 ft
Kf = 0.23
K5 = 0.43
HW-outlet= 6.37 ft
HW= 6.85 ft
HW/D= 1.14
NARTtviAN1, FiW-Pipe 5/24/2005, 1:13 AM
?
Project =
Box ID =
Upstrsam Top
Embankmanf
E7a vah'on (;?
Avai7ab7a
, -
Depfh - Upstraam CS?own Elavahon
Haad}vafsr
Lhamafsr
Upstream jnvert Elevah"on ? or Haight
I Vertical Profile for tfie Culvert II
Cfolvn Elevation
Ta2lwafar T
Dnstream Top
Embank-manf Elevation
alvert Lengih
Dnsfrsam Invarf Efevah"on
Barrel Diameter or Height D or H= 6.00 ft
Barrei Length L= 80.00 ft
Barrel Invert Slope So = 0.0100 fUft
Downstream Invert Elevation EDI = 212.79 ft
Downstream Top Embankment Elevation EDT = 225.17 ft
Upstream Top Embankment Elevation EUT = 225.17 ft
Design Headwater Depth Hw = 6.85 ft
Tailwater Depth Yt = 0.00 ft
Upstream Invert Elevation EUI = 213.59 ft
Upstream Crown Elevation EUC = 219.59 ft
Upstream Soil Cover Depth Upsoil = 5.58 ft
Downstream Invert Elevation EDI = 212.79 ft
Downstream Crown Elevation EDC = 218.79 ft
Downstream Soil Cover Depth Dnsoil = 6.38 ft
ailable Headwater Depth HW-a = 11.58 ft
sign Hw/D ratio Hw/D = 1.14
HAP.Th1AN1, Profle 5/24/2005, 1:13 AM
r
,-ftJLr,F: ?„?.;, Ft, = i) ;"j :'I-i.•.c.: .u5, hL-,ir.i:Ih??. D1Lt:a, R " r"
P7a[ 1 SPFl_'+S 110. OF DEEAULT DCP. E;JTFF: IG'LET EQUATION HDS `. ,
COD"e; (in.) CULVERTS CORRUG. "n" (ITYFE) FG;E (CI) td0I1GEi2-IC CHTq-SCAi.F,
1-F.rp 9-144 2),p56, c .012 1-Cum' 1-sq. proj. B (nc[ used)
3-head4all 9 1-1
4-groove 4 1-3
5-yroove,hd ., 1-2
t,evel 6 3-A ?
7-1.5 bev. 7 3-E3
2-rSP 12-96 17,p49ai 2.7x.5 .024 1-Conv 1-thin 1 2-3
54-144 16,p50ai 3x1 .02E3 2-mi[ered 2 2-2

54-194 16,p50ai Sxl .026 3-head4all 3 2-1
q
s
60-312 43,p58ai 6x2 .035 6-1.1 bevel 6 3-A

7 - 1 . 5 bevel 7 3-3
3-CAP 12-84 16,p39ka 2.7r..5 .024 1-Conv (Same as CSP)
30-120 16,p39ka 3x1 .028
40-120 13,p39ka 6x1 .025
60-252 33,p39ka 9x2.5 .035
ALL See Inlet Con[ro1 Procedures 2-Side 1-[hin face, side 56-3 02
For Equations (Cir) 2-square 56-2 3-Gevcl 56-1
3-Side see box face, side 58-112 m

?.
_ ?

i
r ?

' o ?
1 _
I
Q 1
I
i -
o..a d .?.+w. 1
I
1
G?...d ?
1

I
1
i
I
?
4-slope see box faCe, slope 59-1./2
ai = AISI, Handbook of Steel Drainage 6 Highway Cons[ruction Products, 19B3 Valuevof Kfi
ka = Kaiser Aluminum, Hydraulic Design Detail, GP-131, Edition 2, 1989
EQ EDGE KE SR A 6S c DIP EE F
1 thin 0.9 0.5 0.187321 0.56771 -0.156544 0.0497052 -0.00393602 9.97E-05
2 nitered 0.7 0 0.107137 0.757789 -0.361462 0.1233932 -0.01606422 7.67E-09
3 headwall 0.5 0.5 0.167933 0.538595 -0.149374 0.0391543 -0.00343974 1.16E-04
9 groove 0.2 0.5 0.108786 0.6523E31 -0.233601 0.0579585 -0.0055789 2.05E-09
5 grv.hdW. 0.2 0.5 0.114059 0.653562 -0.233615 0.0597723 -0.00616330 2.43E-04
6 1.1-bev. 0.2 0.5 0.063343 0.766512 -0.316097 0.0876701 -0.009936951 4.17E-04
7 1.5-bev, 0.2 0.5 0.08173 0.699353 -0.253683 0.065125 -0.0071975 3.12E-04
b sq. -pzoj. 0.2 0.5 0.167297 0.558766 -0.159813 0.0420069 -0.00369252 1.25E-09
9 headwall 0.5 0.5 0.087483 0.706578 -0.253295 0.0E67001 -0.00661651 2.51E-04
i0 end-sect. 0.4 0.5 0.120659 0.630769 -0.218423 0.0591015 -0.00599169 2.29E-04
BQ A's: REFERENCE
1-9 : Calculator G^sign Sezies (CUS) 3 for :f-59, FHWA, 1960, page 60
1-10: Hydraulic Compu[er Program (HY) !, FH'dA, 1969, page 16
BOiC (SfiAPE = 2) SUP,i"AR'f UF ;-;IUiPES, t-LWERIf,LS. S:ZE,°,, d«n,•
Mati SPAN RISE GEE'. EN'PRAtlCE INLET EQUATION HDS 5
COUE RAIJGE RFVJGE "n" (ITYPF) ECGE (CI) NiTN,3cR-iC CHTik-;;CALE
1-Rr3 4'-15' 4'-20' .012 1-Conv 1-square 1 10-1
2-1.5 bev 2 10-3
3-1.: bev 3 10-2
4-30-75sq 4 8-1
5-90-:5sq ' 8-2
6-0 ;q 1 8-3
7-1.5 Cev 6 9-2
ti-bevel F, 9-1
F11 See Inle! Contzol 2 -S' ide 162-5qu3tie .a:.s, :;ide 59-1
Prccedures Fbr 354-Leve1 5U_2
Equacions 9-Slcy.e 1d2-square .ace, slope 5j-1
_a5-b2va1
ac = ACFA, ConcceGe Pipe Gcz;iqn Ptan??al, Februa:
F.Q EDl? F. Ke. ..r. A 35
1 syuare 0.5 0.5 0.122,117 0.505435
:. 0.5 p.pyG75br rJ.4551575
3 1.1-Le+. n.2 p.5 0.15661?66 0.39;+9353
A 3q-30/7? 6.4 o.0.07?a??-Y '_ :, G71,d7
5 square 0.7 0.5 0.144133 0.4 61363
6 Gevcl 0.2 0.5 0.084;63 3 0.441<465
v i9?'C D I F'
-0.10656 0.0207809
-0.09126951 0.01215577
-0.OF403') 21 0.01120135
-U.117.1 :I 7;1
?
-0.OP'1:07 0.0200025
-0.074 34951 0.01273183
EO 4's: P.EFEP.E11';E
1-6: flsdrau:ic Cor.,pur,?: Pco?ra,^? (;{'f) t. Ftl'+vA, 1'i51, s:iLroutin- BE'i'UA
1.9.5: fiydraulic rc;,;pater Progrr,n (HY) 3. FIi'dA, 196y, piye 16
1.3,4.6: Calculator _aries (CCS) 3 for TI-.;9, na;e- 15
HARTMANI, Design Info
EE .
-1.37E-03 3.45E-0'
-6.78E-04 0.000019E
-o.ooo?aaQ I .sFe-os
-1.49E-03 0.!?fOp33
-1.36E-03 0.90003'E
-O.OG075E18 1.77E-0?5/24/2005, 1:13 AhM.

N
W
d
r- 0
? J
. vi
•- w
?
N
fNV OUT
U
Z
N
- V1
ao
= cj?
o u
o?
ce W
>
J
?
U
?
?
t!'1
N
I"
INV IN
34.1 7' 46.1 7'
80 LF 72" RCP
1 " = 5 0' H
N
W
a
-Q
&; -j
. cn
- w
0
?n
1 11 = 5' !!
., L-... -
r?
-0.75%

._ .._
? ?

?..
?
?
?

0
M 00
?D Ln
O m
d- o ?
00 ?

N
N
N
N ui
N
N
N
N
N I
N ?
ViI ^I Ql1 lq-
N ?- ?-- r-- r-- ?
N0I N I N I N I ^ I co
N N

} ---------_-----?-

t
? ??
Sep 15 2005 9:35AM HP LRSERJET FRX 919-554-3836 p.l
?
---, ,
- = , -?
SKELLY AND LOY, LLP `' -
6404 Falls of Neuse Road - E-mail: [e-mail]
Raleigh, NC 27615
Phone: (919) $78-3535 , . , ;.
Fax: [phone] r ` http:Uwww.skelly;oy.com
t.?;.?''LOY:-
:s I
???A Rb ,???T A L:
- ,:; ?????; ::. _.
t
Our Mission Statement-- Skelly and Loy is determined to exceed ;otal client expectations in the performance of
quality engineering and environmental services.
Our Core Values - to perfoTn quality work on time and within budget; to keep our employees gainfully employed;
and to earn a reasonable profit.
Please Deliver this FAX to:
Name: 401 Ex ress Permits Date: 9/1412005
Com an : DWQ Fax Number: 733-6893
From• Jay Keller Pages - including this page: 9
I Project name: Massey Preserve; DWQ # 05-0942
jS & L Project #: 2604026
IComments• The documents attached to this fax are for massey preserve subdivision.
The include a letter clarif in DWQ re uests and nitro en & stormwater calculations.
I
I
I
The information contained in this FAX message is privileged and confidential inforrnation intended
only for the use of the individual or entity named above.
If you are not the intended recipient, you are hereby notified that any reading, dissemination,
'idistribution or phoiocopying of this communicaticn is strictly prohibited.
! If you have received this communication in error, please immediately notify us by telephone and
return the original message to us at the above address via U.S. mail. Thank you.
SEP-15-2005 THU 07: 45 TEL: [phone] NRNE: D6JU-WEI LHNUS P.
Sep 15 2005 9:35AM HP LASERJET FAX
919-554-3836 p.2
September 12, 2005
Cyndi Karoly
NC Division of Water Quality
401 Wetlands WQ Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Massey Preserve Subdivision(S&L Project #: 2604426)
OWQ Project # 05-0942 Wake County
Raleigh, Wake County, North Carolina
Dear Ms. Karoly:
We are subrnitting the additional information requested from written
correspondence on September 8, 2005. We are requesting for NC Divisivn of Water
Quality (NCDWQ) written approval under Section 401, Clean Water Act, 33 USC 1344.
This will assist in compliance with Water Quality Certffication (WQC) 3402 and its
accornpanying Nationwide Permit (NWP) 39. We have addressed your included written
comments in the following paragraphs.
1. Pleaso provide a revised PCN application that correlates and references stream,
buffer, and wetland irnpacts to the site ptan (e.g., the lots aro not labeled on tho
site plans nor are the impacts labeled). ThQ impacts should include but would
not necessarily be limited to the culverts, dissipaters and fill. The
corresponding impact map should include the size of the culverts, the length of
the culverts, the velocities coming out of the culverts and the sizeNength of the
dissipaters.
Please refer to fhe engineering plans and circular pipe flow calculations that were
hand-delivered accompanied with signed & notarized O& M Agreements and level
spreader worksheets. These engineering plans will assist in the location of the
proposed wetland impacts on Iots 6& 7 as outlined in the previously submitted PCN
application.
2. Please provlde a complete set of plans at 1"= 50' that are legibly labelsd with
north arrow, street names, scalo, lot numbers, and ather infoRnation useful in
identifying locations and features, and are signed and sealed by a professional.
PleasQ includQ a topo map, impact map, site plan, and drainage plan. In
SEP-15-2005 THU 07:46 TEL:[phone] HA(°IE:GWQ-WETLAHDS P. 2
Sep 15 2005 9:35AM HP LRSERJET FAX [phone] p.3
DWQ 401 Express Certification &
Neuse R. Buifer Rules Re-Submitfal
Massey Presenre Subdivision
Septernber 12, 2005
Page 2 of 3
addition, you must provide cross-sectional details for the road crossing in order
to demonstrato aquatic life passage.
Please refer to the circular pipe flow calculations and engineering plans that were
hand-delivered accompanied with signed & notarized O& M Agreernents and level
spreader worksheets. One of the major points and site benefits of this 441 request is
the fact that we are replacing an existing culvert that is several inches above mean
flow. This new bridge/culvert is designed per USACE standards and will great(y
imprave hydrological and biological flow for this perennial stream.
3. Pleaso explain why dry ponds are being utilized and why these wetland impact,s
are not avoidable.
Dry ponds accompanied by level spreaders are being utilized on-site to control off
& on-site stormwater flow. They are designed to detain 1'' rain and release it over 2-5
days in order to meet 85% TSS Removal criteria through a level spreader.
Additionally, we previously submitted the Nitrogen & Stormwater Calculations. This
includes the previously purchased Nitrogen buydown of $57,119.04.
The proposed wetland impacts for ihe stormwater structures (including level
spreaders) are not avoidable because of topographical constraints, Neuse River
Buffer Zones, and other site parameters and constraints. The developer and
engineer has done an excellent job at minimizing wetland (< 1110 acre) and stream
impacts on this environmentally sensitive property. We are requesting for
approximately 350 square feet of wetland impacts for all of the stormwater structures.
4. Level spreaders must be designed in accordance with DWQ standards.
All of the level spreaders take into consideration site specific conditions such as
topography, vegetative cover, soil and other geologic conditions. They are based on
off- & on-site Q10 stormwater flows (refer to worksheets) and supplement their
adjacent stormwater ponds and other stormwater structures. Each of the level
spreaders meets the required minimum and maximum length parameters
5. Please provide worksheets for each of the level spreaders.
Please refer to the level spreader worksheets that were hand-delivered
accompanied with engineering plans, signed & notarized O& M Agreements, and
circular pipe flow calculations.
6. The application package neglected to include an Operation and Maintenance
AgreemQnt for the level spreaders. Please providQ an original that is signed and
I notarized as well as four copies.
?
P ,
P. .?
SEP-15-c?JC?S THU 0 7: 47 TEL: 919 ? 3.?b893 1?dA(`1E: DWIQ-IJETLAhJDS
Sep 15 2005 9:36RM HP LRSERJET FRX 919-554-3836 p.4
DWQ 401 Express Certificcrt(on &
Neuse R. Buffer Rules Re-Submittal
Massey Preserve Subdivislon
September 12, 2005
Page3of3
Please refer to the signed & notarized 0& M Agreements that were hand-
delivered accompanied with engineering pians, level spreader worksheets, and
circular pipe flow calculations.
A special thanks goes to Mike Horan and John Dorney for their assistance in this
approval process. Our meetings with them have guided our design to best
accommodate all of the unique features on this property and promote the environmental
stewardship of this special parcel of land.
V1le are requesting for NC Division of Water Qualiry written approval under Section 401,
Clean Water Act, 33 USC 1344. If you should have questions or require additional
clarification during the review please feel free to contact me irnmediately at (919) 878-
3535 or email: [e-mail].
Sincerely,
Skelly and Loy
/44s..
Jay Keller
VVetland Ecologist
Cc: George A Mclntyre, PE
Attachments: Nitrogen & Stormwater Calculations (5 pages)
SEP-15-2005 THU 07:47 TEL:[phone] PJA(°tE:GWQ-WETLANDS P. 4
Sep 15 2005 9:36F1M
CeP 14 OS 03:14p
HP LRSERJET FRX
George "Mac" McIntyre
919-554-3836
[phone]
NITROGCN & STOIiR1WATE12 CALCliLATIONS
NtASSEY PRESGRVr. SUI3ll1VISI0N PHA5F
RALCIGH, (VOR'CH CAF20LItYA
SUBMITTED BY: DEVELOPMENT CONSULTINC SERVtCES, INC.
1401 AVGRSBORO ROAD, SUITE 206
GARIVF.R, M1C 27529
(919) 6z5-Ul111
FAX [phone]
•? A '
r 4? ? :? =
_ SEAL = ?
023728 r =
?
a FN Co.
'''??rsi???,?•n/,,?? ?2( ???
p.5
p.l
SEP-15-c005 THU 07:47 TEL:[phone] HAME:DWQ-kETLAPdGS P. 5
Sep 15 2005 9:36F1M
5ep 14 OS 03:14p
HP LRSERJET FRX
George "ttaa" McIntyre
919-554-3836
[phone]
DEVFlAPti1RNTCO;VSULTiNG SF.RVICF:ti, INC.
1401 Aversboro Road, 5uitc 206
Garner, NonhCarotina 27529
Ph. (919) 625-041 I
July 31, 2005
ReCerence: Stonmsater evaluation
Masscy Prescr%,c
"Tbe post canstrcctiun runofC for the above indicated subdivisio-n exceeds the pre-construction runoff by
rnure chan 101,i_ Therefore, there will bc a need for thc stcrmwatcr to ba evaluited and controUed. ?hc
project wn5ists of thrce rnujur drainage businy, Tfie Urca uf ihe ba;iny are uppmximately 100, 20 and 20
acres. Due to the loc:uion of the 100 acres, stormwater controls will not be needed. The 100 acrc basin is
localeci adjaccnt to the Neuse River and joins a large FEh1A food plain. However, il will be n:cessary to
irstnll stormwntcr control devices for chc rcmnining two 20 aCrc basin3. Th;;rc aro cxislins pondi currently
locatcd within both of the sriall.r basins. lt is uur und:rstanding that thesc ponds zre buffered and will nnt
be :onsidered vvithin thr slormwater coiitrol calcu{ations. Based on the attac}tied c:ifcula:ions 6 detention
pords will be installed lo contrcl stormwatrr fer the 2-yr a7d 16•yr sterm e?ent. Additionally, due to sp2cc
and topographical lirni[ations, I subsurface pipe de.ention device will be ins!alled.
Additlonally, r,o BMP's for niU•ogen removal will bc required. The nitrogen rinoffrcquircmcnt wiU be
met via a buy down of 557,1 l9A4.
Dcvclopmcnt Cnn Iting Services, Inc,
Keitlt M. Robens, P.L'..
NG Keg. No. 23728
P.6
p.2
SEP-15-2005 THU 07:q3 TEL: 919 73---6893 PJAME: DWQ-tJETLAFdDS P. 6
Sep 15 2005 9:36AM
I
$ep 14 OS 03:14p
HP LASERJET FRX
Geor6e "Mac" McIntyre
919-554-3836
[phone]
Exhibtt 3-1 "Aethod 1 for Quantifying TN Export from
ResidQntial Developma nts when Building and Driveway
Footprints ara Not Shown Slep 1: Deteirrane area for each rype cf land Lr?a and onler +n
Column (2).
Step 2: Total tha areas lor each type of land use and enter at the
bottom of Column (2).
Seep 3: Cetormine tho TN oxport coefficient associated wlth Oght-
of-way using Fgura _L1.
5tep 4: Oetermine the TN oxport coeNcient assoaated vrith bts
using Figure 3-2.
Skep 5: Mullipty Uio areas ui Column (2) by thEt TN export
coefTaens in Cdumn (3) and enter in :;olumn (a).
Step 6: 7olaf the TN exports for each typo oi tarxl use and enter at
the bo:tcrn ai Column (4).
Step 7: Det3rtrine the °zport coefflcient for slte by dividinp the totai
TN export trnm uses at tho ba'tcrn ol Column J4) by the
tatal area at tha bottcm of Colurnn (2) and entar it in at !hs
bcttcm of Column (5).
?t
; (1) (2) (3) (4)
(51
? Type of Land Covnr 51to TN Export TN Export TN Export
Area Coeff. by Land Usu From Sita I
i Acres Ibslacl r Ibs/ r IbslacJ r ?
Pcrmanently proserved undlsturbed

??
??
0.6

Z?
y ?

'
?
'
"`'
'??t?
0 on s ace torest unmown meadow ? • ;;'r
.'
'.
?
-
:

Pcrmanentfy prescrvad managed
1,2 ,, •.., , ; ,?.
? -?:.;;:,<•;
0 on s ata Arass landsca:)in , e:c.
Rtflht-of•way (read TN export frum
?3
Figure 1) S•Q5 20 . ?5? ;???.,.- ,<M
;
Lots (read TN export imm Figuro 2) g ¢
? s
y ?
? ? 5
? ? x.•?+?yL^.?;,;?
•..
?: ?,•!;? ' ??? .?+,;r
. , .
TOt47l /
44
24 "
?
{??
? G
? ? `
1J4
?}
(Kt
,
! rY`.4
{.i.
, !!
Q. 4 t J / 1C• •l
?
l
?1
ft.l 1 l

Averapa for5ito
?x,?+??a„µY•?;}? NA.??i.}i?? ????df?
'3,.;szV,?r r.'l ?'.,?nt{ ?}e'y >.
4-0
Y 4-1,6 UN'AS 7 s. 2 U'lirSfAC .
CoY 60LA ? ?`?.g- 3.1? ? (33'3?00?( !?Q•Z9 ric)
o Q
rfyo! t3leigh Jenur3ry Sform+valerDesign h:anuaf Page 2002
79
p.8
P-4
s
I
SEP-15-2005 THU 07: 48 TEL: [phone] hlAME: D4JC!-WETLAhdDS P. 8
Sep 15 2005 9:37RM
$ep 14 05 03:14P
HP LASERJET FRX
Gearge "Mac" McIntyre
919-554-3836
[919; 876-0699
. _ ., . r_a.,t mi?mnnn Exnort frOrtl Rfght-of-Way
rrgurd ?-? ? ?«,.... _?-•- - -
z5.a ? -
T 20.0
?
a
?i
-O 15.0 .
C
p, id_0
X
W
a
?- 5.0
0.0 0'/0 20% 40`0 60°io 80% 100°fo 120?0
Parcentage of Rieht•of-Way that Is Pavomant
Crty o Ra uigh January' zU02
Page 80
Slormwater Cesrgn Manua!
p.5
p.9
SEP-15-2005 THU Oi: 49 TEL: 919 -(37-6893 NAME: GWQ-WETLAhJCiS P. 9
Figuro 3-2 Totnl Nitrogon Export from Lots
?pF W A TF,4p Michael F. Easley, Govemor
William G. Ross Jr., Sccrctary
North Carolina Department of Environment and Natural Rcsources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 8, 2005
DWQ EXP No. 05-0942
Wake County
CERTIFIED MAIL: RETURN RECEIPT IZEQUESTED
McIntyre and Associates
Attn: George McIntyre
4932-B Windy Hill Drive
Raleigh, NC 27609
Subject Property: Massey Preserve Subdivision
ItEQUEST I+'OR MOItE INFORMATION-EXPRESS REVIEW PROGRAM
On September 6, 2005, the Division of Water Quality (DWQ) received your application fee for a 401
Water Quality Certification and Riparian Buffer Authorization through the Express Review Program.
The DWQ has deternvned that your application package is incomplete andlor provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your
application to impact protected wetland, streams and/or buffers on the subject property. Therefore, unless
we receive the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 211.0506 and will place this project on hold as incomplete until we
receive this additional information.
Please provide the following information so that we may continue to review your project:
1. Please provide a revised PCN application that correlates and references stream, buffer, and wetland
impacts to the site plan (e.g., the lots are not labeled on the site plans nor are the impacts labeled). The
impacts should include but would not necessarily be limited to the culverts, dissipaters and fill. The
corresponding impact map should include the size of the culverts, the length of the culverts, the
velocities coming out of the culverts and the size/length of the dissipaters.
2. Please provide a complete set of plans at 1"= 50' thnt are legibly labeled with north arrow, street names,
scale, lot numbers, and other information useful in identifying locations and features, and are signed
and sealed by a professional. Please include a topo map, impact map, site plan, and drainage plan. In
addition, you must provide cross-sectional details for the road crossing in order to demonstrate aquatic
life passage.
3. Please explain why dry ponds are being utilized and why these wetland impacts are not avoidable.
4. Level spreaders must be designed in accordance with DWQ standards.
5. Please provide worksheets for each of the level spreaders.
6. The application package neglected to include an Operation and Maintenance Agreement for the level
spreaders. Please provide an original that is signed and notarized as well as four copies.
Please utilize our website: http://h2o.enr.state.nc.us/ncwetlands/appadd5.pdf for information pertaining to
the PCN and submittal of site plan information. Please refer to:
http://h2o.enr.state.nc.us/ncwetlands/regcert.html for information regarding design standards, worksheets,
and sample maintenance agreements.
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699•1650
2321 CrabUee Boulevard, Suite 250, Raleigh, North Carolina 27645
Phone: 919•733-1786 / FAX 919•733-6893 / Intemet http://h2o.enr.state.nc.us/ncwetlands
Non` Carolina
,lVatimally
An Equal OppoRunity/Af(irmative Action Empbyer-50% Recycled/10°'o Post Consumer Paper
Massey Preserve Subdivision
Page 2 of 2
September 8, 2005
Please respond within three (3) days of the date of this letter by sending five (5) sets of this information to
me in writing. The Express Review Program is a process that requires all parties to participate in a timely
manner. If tl:e DTVQ feels the Express Revietiv Progr-am is the incorrect review program for your project,
then we may have to return your application artd have it reviewed through our regular 401 TVater Quality
Certificatioii Program.
This letter only addresses the application review and docs not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyn Karoly, ?
401 Oversight/Express Review Pernutting Unit
CBK/cvdw
cc: Jay Keller, Skelly and Loy, 6404 Falls of Neuse Road, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filcname: 050942AtasseyPreserve (Wake)EXP+hold
DWQ # EXP 05-0942 Masscy Prescrvc
lr , ,
Subject: DWQ # EXP 05-0942 Massey Preserve
From: Laurie Dennison <[e-mail]>
Date: Fri, 09 Sep 2005 09:49:52 -0400
To: "Keller, Jay" <[e-mail]>
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
C
050942NIasseyPreserve(?Vake)EXP+hold2.doc onte?it-Type: application/msword
Content-Encoding: base64
1 of 1 9!9/2005 9:52 AM
Subject: Massey preserve 05-0942
From: "Kelier, Jay" <[e-mail]>
Date: Wed, 31 Aug 2005 16:41:05 -0400
To: <cynthia.vanderwiele @ ncmail. net>, "John Dorney" <[e-mail]>
Hello Cynthia & John,
Project: Massey Preserve
DWQ # 05-0942
John, it was good seeing you yesterday along with that big wasp
from the postwoman. Anyway, please let me know if y'all need anything
else for massey preserve. I understand y'all are very busy, but I would
like to reward Mac Mcintyre(engineer) & the developer for their proposed
layout with a 401 permit. Raleigh has the grading permit and has
endorsed the plan and is awaiting the 401. We would like to take
advantage of this dry weather. Thanks so much for taking care of ine and
my client and I look forward to talking with you and hopefully coming
down there to pick up the permit. I'll be at the coast tomorrow & out
Friday too, but feel free at contacting me on my cell phone (below).
I'll have somebody pick it up if it's ready. Have a great holiday
weekend.
Thanks again, Jay
Jay Keller
Wetland Ecologist
Skelly & Loy, LLP
[phone]
[phone] fax
[phone] cell
6404 Falls of Neuse Road
Raleigh, NC 27615
www.skellyloy.com
Keller Jay <[e-mail]>
?0F W A TF,Qp Michael F. Easley, Govemor
William G. Ross Jr., 3ecretary
North Carolina Department of Environment and Natural Resources
? -? Alan W. Klimek, P.E. Director
Division of Watcr Quality
. September 2, 2005
DWQ EXP No. 05-0942
Wake County
CERTIFIED N1AIL: RETURN RECEIPT ItE, QUESTED
McIntyre and Associates
Attn: George McIntyre
4932-B Windy Hill Drive
Raleigh, NC 27609
Subject Property: Massey Preserve Subdivision
REQUEST FOR MOItE, INTOIUVIATION-EXPRESS REVIEtiV PROGRAA1
On August 30, 2005, the Division of Water Quality (DWQ) received your application and check for.
$1000 for a 401 VVater Quality Certification through the Express Review Program. The fee was
based on the type of action you requested on the Initial Interest form. However, your project will
require a Neuse Buffer Authorization and will require an additional fee of $2000. Please refer to the
Express Review Fee Schedule found at:
http://h2o.enr.state.nc.us/ncwetlands/documents/express_fees.pdf. In order for DWQ to begin review
and process your request, you must send an additional check made payable to the N.C. Division of
Water Quality. Please reference the above DWQ # in all future correspondence.
The project has been placed on hold pending receipt of payment. DWQ will izot review the
application until receipt of the additional funds. At that time, the 30-day Express Review clock will
start.
If you have any questions regarding this letter please do not hesitate to call Cynthia Van Der Wiele at
[phone].
Sincerely, c
) Cyndi Karoly,
401 Oversight/Express Review Pernutting Unit
CBK/cvdw
cc: Jay Keller, Skelly and Loy, 6404 Falls of Neuse Road, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Pi lename: 05094211IasseyPrescrve(Wakc)EXP+holdformoncy
401 Oversight I Express Review Permitting Unit
1650 Mail Service Center, Raieigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, NoRh Carolina 27604
Phone: 919-733•1786 / FAX [phone] / Intemet: httq://h2o.enr.state.nc.us/ncwetlands
Or.e
No Carolina
atrrrally
An Equal Opportunity/Affirmative Action Empbyer-50% Fecycled/10%. Post Consumer Paper
DWQ # EXP 05-0942 Masscy Prescrve
.
SuUject: DWQ # EXP 05-0942 Massey Preservc
I'rom: Laurie Dennison <[e-mail]>
Date: Fri, 02 Sep 2005 12:31:04 -0400
To: [e-mail]
CC: a [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
Content-Type: applicatioii/msword :
050942MasseyPreserve(Wake)EXP+holdfor$$.doc
Content-Encodinb: basc64
1 of 1 9/2/2005 1:41 PM
Project No. DWQ OS- o?ya
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSNEET
DWQ Stormwafer Manaqement Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
PROJECT INFORMATION (please complete the following information):
Project Name : /VR J
Contact Person: -545
.serve
Phone Number: ( 419) $78 - 3 $3
ifr
For projects with multiple basins, specify which basin this worksheet applies to:_ I-(o
Drainage Area:_acres Percent Impervious Area:4 q %
REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwaler Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. !f a requirement has not
been met, attach an explanation of why.
Applicants Initiais
Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
_,[cf capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
,a4Z. A small permanent pool at outlet orifice is provided to reduce clogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
?C Sediment storage (20% of detention volume) in addition to detention volume is provided.
? Inlet and outlet erosion control measures to prevent scour are provided.
?t Additional treatment to meet the 85% TSS removal efficiency is provided.
Access for ciean-out and maintenance is provided.
loe Inlet plunge pool or other energy dissipation is provided.
Forebay is provided to capture sediment and minimize clean-out problems.
Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
Seasonal high water table is at least 1 foot below bottom of basin.
If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
A site specific operation and maintenance plan with the following provisions is provided.
?b The 0&M agreement is signed by the responsible party and notarized.
DRY DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wording is bracketed. Please modify the document as appropriate.]
The dry detention basin system is defined as the dry detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the dry detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the dry detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a dry detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
--? 17 Permanent Pool Elevation `-
Sediment moval EI. 75%
-------------* -- Sediment Removal Elevation 75%
Bottom E-vation 1 ------------------------------------------- *------
FOREBAY MAIN POND
5
6
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Page 1 of 2
7. All components of the dry detention basin system shali be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a levei elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any probiems with the system or prior to any
changes to the system or responsible party.
Print name: 1:'}??( ? 2E- t
Title: NI -I,wr'f=r- . h-ta)(Z 'DC\;tCU't-L1c-N i ZLC
Address:
Phone: lot
Signature: c ? ! U .
Date: ? 4vo T
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, Lk.l,, c, mUtck nck , a Notary Public for the State of N(_ ,
County of do hereby certify that ?c???v ?i ?;
personally appeared before me this ? day of U.st and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
SEAL
My commission expires 4b-I as
Page 2 of 2
? ? ? ' .
-40 i? r?• '•*` :tl,? ? y??? • f? /' ??? y '? '? ? ry??M q- `? .??
-? +:.
?
F •:: x?? "'?..,,?•y.
.-< $
" w . • ?-. a _ ?i R
'? 7? -:1"? M?, ?c - ?. . . . . . . ?
WO
.. '
!? ? 1 "?, ?n . ' k y -?F' 0 '+ ? '"'? a•?p ' r.f a
, ,.
'? ,?y ?, ?' "?.??? :? r' , ` : ? ?? - ? . '`? •?' " .
L
?' ! ? 4 ? ??j , _ - _ - , ? s t.?-. ? ?+s ?.T-?,?., "' , ?,. -? .,? • ?r
uii ??r• l??k'?r-? . .' .1 i i e ?° 3ir??3"?? t '?'!i' r a, . .? ?' ? ? ?
iW.r=: ,.
? I - ? c' ? ???-'- • •? ?
?? I ? I. ?. 4'' ? ? ?' ?•??'-+c
1 ? Le ' ? 'r . • . ` w?. ;.?+ t ? - ??-?'i??? _ "` .?.
?• w ?> , ? ' ' . ?! ?: '?i ++ =`? ?"+?? !.? ?
. ,
+ y? a,. .."M°t'?,: ` r •? ??; j
?# r,
? .. _.. °?? .
•r r? ?1L????
? ,?4 r• ? "; . . . ` ?? , "a ` ?" ? ? - ,?,' . .., ?? K
?? ? ' i ?• ? ? ??"? • ? w . :
'
.. ?? ' ".. , ? ?'i'- . . ; ? ? ? ? ?t?. . i_?. ? ri ,??-*...?.? E '?, s
?I ??M a' ' .?,??"a?1+??1111? t`'? ' . _`? •?, ?'?r ;? ?"•,"?? .?
SAF y
?'' ?' ? '? ? ?? ?- p ??• ;r ` -1?.? ,s+?- {
= ?•' ' j .+i ?? : . . . ' ? - 2 ? ??? I 1 • ?J?? ? ??
? F? ? ?l????iit iI •_?qy ' ???T•.? - #F V• M .?? ?? .?'+?E 1a? YT-•..
}. ., ????r .z'?1??r r ?*:?:? ? • y jq y(? ?? ? ? '?` ??*?'?'4• * ??M ?` ?;j
?s.'I ?Tk rl41 ?.,?= • ? ?? ?p
4lf?.
s!ys"',?
? ` ' - . " . ?i • ? .
¦? ? ? ^?. , . .€ . . . . , . ?' I a
r
' .
t. . : ? • . ? . ? ? ?' . ? s+?-
?
? w.d
? ? •`+° ??y? ?? , %a?il("? ? ?? "s? } ?, ? ;.; y
'S. ,-? ?. _ R . .. p rM ?r rtr,r ?,Jn,? _ '? .ya? ?? .??`+?. ?: ?? .??~e ?
.. _, . ' . y ?. '
?-; r ti? ,a.? ?', '?.: -? ?!i± * k,? ?.? F 3?-14f? v[ +'• r . y?, ?''?
- ? . . ? . nt- ?g' ?? :•a " ? 'i'p C",Y?,n??'4'? l?e'?:
- , ? ` `??? t ? ?P ' , t +.?, -' s 4 •. '? ?a? ?
? . ?. i' • , -:_ . 1' ? - - 1 • ? '?r p ? t ? ? ??
. t t ' 3? a•?
I? • K .ts ;F?; t ? .1y 3 . •e? • ,? ' } ? r ' . ?} ? ? -
b . ? ?- ? ? .?. ?? _ , ?. • ? w ,. 'F e
4f • Y
. . . ? ay ?`?' ? - .V ? ?r , ! .'7 •°. L • ???5 ? a+t ? o+ '?f h y ., M,t ??, ,? •
? L ? i t? ;??.p ? ? ? t j ? 'Y w?d -.{: Y. '',Y.
1 ?,y
Fj
.?%?• .. j ? ? ? r '.Ka + ?' ,?_ ,??.? {? +
L?`?i.a`. pc? ? :L '? . ?II '?,?y ,??iK •? ? +fi ?. ?? !? `.' .???77?
,+ - P 4 ? ? . ? • ?,?4{ ? ?L ? y ? ???
FF y
4, ,?q
:..?.- . i Y •??. 7?? ?•.?" I?.6 _ ?u yr.• c 1 ? s.?4r'??:??.
iiw ? ' ? {?• a;? ? r?'? 1? 1k j? amda
2
W
0
x_J
-y J
Vi
W
cr
C)
2
Z)
Cc K
M3HSVO
F41
0

Mil
Z
w
0
P
0
LY
z
W
0
I-
�Wg�flaw-
*IME
1
II II i ii
rFORE MLLE RD
M3H S'O
3,918
r
x
M
f

/
L/Uj?.?'
0-10 1 f A, or \.w;; It,i
lttn Mr. hrllcr
[i;ltilti:
\:u;e Ri?cr x
l I 5,\ \C:1C 213 .U?.i 11
Compl:iint
I n c i d e n t=; -------
..,
, ..? ? K,,,. i P = U :o-
C Oir
?l.irrh '.'_UU.;
;`v131z1t0405_0033
C'ountv: 11'aI:c
'f,+r-E'amlico
-- ---___ -- ? f 5,-\ N C:\(' 2E3 .02 5 9) --------- -
NOV E3uffer Detcrmination x
-------- --?-- _ Appeal Call -- -----
Pro-iect \anie: 1lassrN Pro ?crh•
----- Z-------- -
Location;'Dircctiuns: I.ocatecl oft of Forc?.tville Rd. tiR 20-19
Stibj.ct Stream: UI' to { Iarris Crcek and E tarris Creek
llatc of'llctcrtnittation: 3/7/05
? Feature
'
l 5tart E3uftcr
GPS Points (if' I
provided) ? End f3utter Stream
Form ?1ppeal
Call Located
on Soil
Sur% ev Located on I
USGS
To o,-,raphic
j S i ? ci' Y O N D ? 22 ? !C
.- X
? S? ., _
?
? S3 j 'a UwQ flu?
-•
c S3 Start Fl.ih I
-

?- X

?X
I S-l ?
? SJ ?

j SG
t r u S4 Start Fl.i:;
NOC SUF)iL'CI I

Not Sub'cct
'
-- J
?

---i
I
? X
x

?x

j
_ -
--- ---
?-
' -- - --,---
-------- - -------
-
?
- i ----

-
--- I
--- ----
-------
--- I i -
r
I
- - - -
-
-
-
- - -- -- -----
?
?
. ?.r
?
- -- - -- -----
- ----
---------- -- =---- ' ' ? ' ?------ -- -
?

i )i)5
1? 2 (li
771!s ?tn-?sire dr<cP711117t11liJl! ±Ir;rU c,Xpirr• /j.l t'L'arsJru»I tli" ti, unf f/!ic Irrre t•. [.rririloli •;rcr_? ur uJ%rcte,l p« i•tre.c
1/111 t 4 lbpI t tt, aiJetr, r/I tiit, 1 rivn Inurlc 6y I Ir?, /)!{ 0 ur UC(L'.4d l0 / LurcI l , 111 r/rurirY tirut rt sru/hre n,uer e.rL?I.s itnd lh rlt
it is srrhjre t !u !lir b rrfJer rnld niaY r•cyu0 t ut leteriniiratiun ht' lhe l)ire c'Ir) i.. ? 1 r<' qrrCA 7fo r a dele-riitlt r«tiurt bi - Ihr
Uircitor s/r1111) c riJcrre i / ro tlre Directur iu irrilit rg c/u C jvr, li Ka ro lv , Ul1{{'etlurrA/llJl (il, 23 2 1 (?rrrGtrer
Lil?d., Rulc, itih, ;1'(."..'7(rl).:-??(U. 1111 li11111111 ls thnt t liS/uI 1t• ?r ((rtcrniiui I traii i?lI /!e I)I{'Q ur DL'le;,at0l Lucal
ittllt orit}' thul "cxernirts" u srufhccI ?ralcr f'roin th e htrff"r ru(e, nr, i l' n.slt Jo r a?t a d judreruorti• licariu1-. }`ott iitu.? t
arl willriir 60 rluy.c uf t/re rlute t/irrt}'orr rrcrrve thi.s Ietler. .1pp(icairts (irc /rerchr iiotifred t/ritt tlre GO-tla}, stututoi j,
uppertl rinrc due.s irot strtrt turtil tl1e a%fcited pui7)' (urrltuliit, (ln)rIt.Streuni (lrtil udjrtceiU lairdorriicrs) is nutiJied uJ
tlris deci.cruii. UI{'Q recnnmend.c tlrnt tlre upplicrnrt Condrrc•t tIirs notlficatruir iir arrlcr to be ccrtain tlrirt t/rlrd
parq, uppeals arc ni«r/e irt a tinrelj, ninnuirr. Tu usl: fur rt /rcnriu„ senud u wriltex pctitiun, rrhic% cunfor»is to
L.huptrr 1 iOIl uJ'tlre;l'nrth Crtrolriru GerreralStatute.c to the Of'/ice of,idmlni.titr•ative flrrarrii,.s, (?l-I.Ifar!
`iervice Ceiuer, .Ruleif;h, N. C?'Fi)9-fi,'/ l. 7Ytis drleriuinatinn rsfinul aiiii biilrliir,,; tuiless yau rish for tr /irctrin',;
wi!liiil 60 cla}'s.
7he (awvier•iJ'rrttcre owuers) shoulcl »nfifl, 11re Dirrsinli of 1{ atcr Quality (incluclim, rn?y utl+er I.ucul, State, ultd
I'edernl ,•1,encies) of tlris clerrsioic co»CCr11f/t, unyfrtture currc.cponrlrncrs regarclru, !!re stthject property (stated
rrbnve). 7'Itis pruject iiiaj, req«ire u Sectioir -1041401 Per»tit for (!rc propused artivity. ,-l it}' iiiq«iries sllnulil he
drrectecl lo tke Uivi.sion vf It'ater Quuliy (C'entrnl Office) at (919)-733-1786, uiirl tlre US'Aruiy Curp uf Eirglireers
(Knleiqh Re,,trlatnr}? Fie<<1 oj?,?•e) ?rt (9i9)-s7h-s?r4t.
Respectfuliy,
? /'yl, l
MichacllIoran
Environmental Spec. I
CC: File Copy
Central Filcs
D«'Q-101 StorlmateriWetlandsOffice
Nq
t 1 �T ,; �t�57 V..
1 ( 1Yt + SI,fM4
rV
�ll
v
t
I "! ,�v . jiv�!
.: ', :

North Caroliria Division ofW;ater QuJlity - Stre,:irn Identi(ication Form; Version 3.1
?
Data: Prcsjack: ?La34luda: ? ?.
;i . ? , : •1 A
?
Evaluator: ' ij 3110: •' ' Lorigitudw:
Total Points: ,
Stream is at loast intermittant i County: ! OthoC
il z 99 or erennial i/2 30 e.g. Quad Namo:
A. Caoomor holo , (Subtotal = << ) Abaen# Weak Moderate Strang
18. Continuous bed and bank 0 2 g
2. Sinuosity p 1 ("2..? 3
3. In-channei structure: riffle-pool sequenco ?_ J 1 2 3
4. Soil texture or stroam substrato sorting 2 3
5. Active/relic floodplain 0 1 C2: 3
6. Depositional bars or benches Ci?'% 1 2 3
7. Braided channel ? j 1 2 3
8. Recent alluviai deposits p: 1 2 3
9 8 Natural levees p` 1 2 g
10. Headcuts ? 1 2 3
11: Grade controls , 0,5 1 1.5
12. Natural valley and drainageway 0 0.5
?i
1.5
13. Second or greater order channol on existina
USGS or NRCS map or other documented
evidence.
N??.D
Yes = 3
man-maae aucnes are noi ra[eo; see mscussions m manuai
B. Hvdroloav fSuhtntal_ I, • 1? ?
14. Groundwater flow/discharge 0 1 2 37\
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or rowin season
0
16. Leaflitter 1.5 1 0.5
17. Sediment on plants d) 1.5
18. Organic debris lines or piles (Wrack lines) LO' 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Ye "= 1.5
c --
C_ Bieloav lSuhtntal i
20 . Fibrous roots in channel 3 2 0-) 0
215. Rooted plants in channel ?. 2 1 p
22. Crayfish (3.) 0,5 1 1.5
23. Bivaives p 1 2 -3' ,?
24. Fish cb> 0,5 1 1.5
25. Amphibians 0 0.5 1.5
26. Macrobenthos (noto diversity and abundance) 0.5 1 1,5
27. Filamentous algae; poriphyton Q: 0,5 1 1,5
28. Iron oxidizing bacteria/fungus. ?} • 0.5 1
29 . Wetland plants in streambed FAC = 0.5; FACW ? 0.75; OE3L = 1.5 SAV = 2.0; Othe f'= 0
1[CIILS LV A[IU LI iuc:us on ine presence or uptana piants, uem tv tocuses on the presence ot aquauc or wetland plants.
sketCn:
Notes: (use back sido of this forrn for additinnal notes.)
A-?_
` \,
r ?. ??1., -"____ ?, ? ?`' } • . , ? ? ._ t " .i k. ?, {. ,•- ? ?
,14,- s,:? `?,!,-?. ?; ., .. , E: \,?.?:::?.:. 4 ?•, -; 4 l.1_;_ 1_ ` l
.ItC;({. ?1.?.:?i.i?_. ? • . ? ' . ?, ` ?` '
r ? . ? -. , r. ,. , . . ? , • ,....? .. '? .,
"'-

,. . _
z"_ t .'. ,y ?} I
pT ?`;._..i > . ? ?? . K?? ? , ? k.??f - 1 i ? " ?? ?C . _ . ?? r .,,. 1 `? . ` .,? ? ?`, J ? 1 •? , 4 ? ??",..»} 1tl ? `' 1 Z?.i? ?i If 1 _. ? ? .1,
, ?., . ,..A , ,• ,.... ) ,? ,??? ;, ; ?,?••, 4tii , `?t ??
i ? ?,1'?`1 -. r,; ? ,)?','/ - . . ,.1 I t'' ' , '?,r `?f? .t ?, .., t ? ?\\? . , h I? ? ?,
t,:??? + ( 7 ?1??.. ?ri ?'? `?\??. ? .?
_ .. ? . r
? ?`? )?,?!?.?-•
??.'. '? ? ??^? ?L,??._.? r II ....._Ll( ?` IC.Lc.?a'??. ......,•`9•_ _... ?.>.'.r? 1 (i
Uni
I) f upoQ?rls Capyr?ht ? 19!19Ik?I.?u?oe Yat?idl?,1VIE D?696 Su=e I?ata: USCS F--.--1700 it Scole: 1: ZA400 Deftdl: M1 Dat+mc WG%4
?1 , ? ? i }? • 1

.. a
r
kB : 6r,' i ?1 e
t.Ma.
-+??a?, s lJ ? rR,Ftil
+
r
? 4? r s V i
y
)? C ?- ? ? r 6K ??i,
+
? ftk,q1
??`5` ? y ? ,?? `, ? '^?' ? ` ? ?Y al, #? ,,..?r,? 9'?? ? ,•? ts??S? ['? ' i?+ E R g'.. No,y ??,°?"?,;? +i ?y?4 k ?
p
?
?
u F
P 7''TfW?`?1'
47 ? •
?
.} t, ??'y T I?? {? p 4
?' f('s 1 iy., A=? F Y'r li f y 1 h . ..
K
v
41
tF
i?5? ,.?a?
q ; ?j A??"^k?5l?? ? p: ??¢ Y •S{,? }t,a 'hi ? C ? i??€ fi 'A" f i '. ?1 ? ?{ ?A. ? } ut#;??"? '?
k8? ?
y?R ??
t?S"i ??M?. • ? ? {? ? 4 .J d ? .°? ; ??i ? . ??'?`
1 "1+
is ? t ?4 r 4 r '?; ? t. 1 ? d %:fr y
??? ? a
Lv ?'??'i t i?,$??? )'io? i 1? • ?' x >q f''S ? .; t}? ? '? 9 ,?? ?z ? ?? ? ? y ? :
s?sz e ? ? 1 ?? ?,' . ? ? r • ? d . . ? t '?.1 .. ? ( ?
?•V?"7'?
• _ . . A
?d. .. i c.. .
? ?a'E
? f
Rut 23 05 10:20a
p.l
SKE!!Y eMv l0Y
• ERCaEDL-CQlIBlTisiS
6404 FALLS OF TNE NEUSE ROAD, SUITE 103
RALEIGH. NORTH CAROLINA 27G15
TELEPHONE: [phone]
FACSIMILE: [phone]
Please Deliver This Facsimile To:
Name: Sa ir1 ?i??( i in i??l . Data: $- a 3- 05
Company: DwQ Fax NumbQr: 7 3 3 G7ct 3
Location:
Total Pagos (Including Cover Shcet): r-?
??
From:el?j/'
'
Comments: P?'e3 ??vir
C? ?'jYI ???c6.•.?..f
.1 ?•,o Pr??•.,3 ,? re+?. kolo•rn
Look for us on the intemet at http:lhvww.skeilyloy.com
Our Mission Statoment:
Skopy and Loy u defermned to w ceed total c1iei+t ex/xjetuLwrs in Urv Wifvrtrruirc,v vf queGYy engwxev? and envewmental services.
OurCoro Valuos:
To perforrn qualrty worfc, rn Gme, wrthin budgeh To kecp our empbyees gainhRy empbyed: To eam a icasonable proht.
Tha infortnation coniamd in this facsinde message is pnvifeged and confiden'ial mform'lion intended only for ;he use d the cxinnchual orerirty
named abo.e. If yrou are nct the mtendcd recipient. y[w are hereby notified that any reading, dissaTUnaUOn, distlb;ttion or phdo:oQying d t7is
cortvnunicafion is sVidly prnhib4od. If you haye rE.?ce+rvd this cortununication n erra, pleasa irrmoditely nctify us by teleQhone or facsirrtite
and raum Tve ongmal rressa3e to us at ttp- atoye address ha U.S. mai1. Thank you.
AUG-23-2005 TUE 09:40 TEL:[phone] NAh1E:DWQ-WETLANDS P
I AuG 23 05 10:20a
McIntyre & Associates ,P.L..L.C.
Engineers and Lznd Plulners
4932-H Windy Hill Drive
Raleigh, NC 27609
'1876-0145
Phane (9191
Fax (419) 876-C699
nTEMOI2ANDIIM
Date:
August 18, 2005
Submitted To: NCDWQ
Rrfercnce:
Impervious Percentage Calculations for 144 Acrc Nlassey Prescrve 5ubdivision
following is lhe Brcakdown of Impervious Areas for tlie Ntassey Preservc Subdivision :
• Impervious Arca iti Streets ----------------------------------- 9•7 Acres
• Impervious Area in Sidewalks --------------°-------------- 1.6 Acres
. Impcrvious Arca in Houses --------------------------------23.R2 Acres
( Ittcludes Patios, Vvalks, Driveways)
TOTAL iMPEItVIOUS AREA---------- 35.12 Acres
% Itnpervious Area = 35.12 Acres / 144.24 Acres = 24.34 %
PERCCNTAGE INiI'ERVIOUS A1tEA = 24.34%
p.2
AUca-23-2005 TUE 09:40 TEL:[phone] NAh1E:DWQ-LIETLANDS P. 2
Rug 23 OS 10:20a
Prcject No. D'Na D S- o gYa
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSNEET
DWQ Slomnwater hqan2qemenl P13n Review.
At a minimum, a complele stormwater manayement plan submittal includes a worksheet for each BM,P, desian calculations. plans and
speci'cotions shoMng all B%1P3 and outlet structure details: a detailed drainage p(an and a fully execu;ed cperation and maintenance
agreemenL An incomFlefe submit2l Fackage will result in a request fa 2dditional inicrmatan and wi'I substantially delay final review and
approval of the project
1. PROJECT INFORMATION (please complete the following infcrmatbn):
Project tJame : NaJS-e ro
ContactPerson: ?•y *-ll«
vc
Phone Number.
For projecG with rrulGple basins, specify which basin this waksheet applies to:. 1-(0
Drainage Area:_acres Percent Irnpervlous Area, ; 1 1/3
II. REQUIRED ITEMS CNECKLIST
The iollowing checklist eutlines design requirements pe• the Stormwa;er Besl fAanagement Practices ttilanual (N.C. Depar;ment of
Environment, Heal;h and PJatural Resources, November 1995) and Adm;nistrative Code Sectlon: 15 A NCAC 2H .1008. Ini±ial in the space
provided to irdicata the following de?ign reGuirements have heei met ard scpForting tlocumenta;ion is attached i( a requirernenf has not
been;nEt, a(tach aa explanat;on olwhy.
ApaliCants Initials
Either captute runoff irorn t yr., 24 hour storm aryJ release ovcr a 46 hour Ferod, or
?,lor capture n;ncif from 1 inch storm and draw dotvn over a period of 2 to 5 days.
Please provide routing (or 1 yr. 24 hr. event or volume from 1 inch rain
_? Tho ba3in lenglh to width ra'io is great?r :han 3:1.
TThe basin side slopes are no steeper than 3:1.
A small permanent pool 2t outlet oritice is provided to reduce clogging.
An emergcn.-y drain to completely empty the Easin is prcviced.
Vegefa;ion plan prepared is speclfied on plans.
Basin to be sta5il¢ed within 14 days of construction is 5peci(iec1.
Sedimert storage (201'/? of detenCan volume) in add,tion to detention volume is provided.
? in'et and outlet erosion control measures to prevent scour are prov;ded.
Addi'ional treatment to meet the 65"o TSS removal efficiency is providad.
Access for c!ean-out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided.
Forebay is provided to capture sediment and min:m¢e clean-out problams.
Uncompacted natural soils 2re utilized to prorno`e vegetatioi and reduce scdimentation.
Seasonai high water table is at leasl1(ool below bottom of basin.
If used as a temporary sediment basin, plans indica;e clean-out pricr to finai operation.
A site spe:ific opera;ion and maintenance p'an w.tfi the tol;owing provisicns is provided.
The 08M agreomont is sgned by the responsible partp and notarized.
p.3
AUG-23-2005 TUE 09:40 TEL:[phone] NAME:DWC]-WETLANDS P. 3
'IRug 23 05 10 : 21 a
P.5
Rug 23 05 10:20a p.4
DRY DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wording is brackatod. Please modify thQ documant as appropriate.]
The dry detention basin system is defined as the dry detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the dry detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check ard clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximurn height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, svrales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the dry detention basin system semi-annua(!y or when depth is
reduced to 75% of ihe original design depth (see diagram below). Removed sediment shall be disposed
cf in an appropriate manner and shall be handled in a manner that vrill not adversely impact water quality
(i.e. stockpiling near a dry detention basin or stream, etc.).
The measuring device used to determine the sedirnent elevation shall be such ttiat it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads feet in the farebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
Sediment moval EI. ' 75%
-------------- - Sediment Removal Elevation
75%-
------------------------ .-------------------- ----
Bottom E vation . t _^., /
FOREBAY MAIfV POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shafl Ce minimized to the rnaximum extent practical.
Nage 1 of 2
AUG-23-2005 TUE 09:41 TEL:[phone] NAME:DWQ-WETLANDS P. 4
Rug 23 05 10:20a p.4
DRY DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
[Wetland maintenance wording is brackatad. Pleasa modify thQ document as appropriate.]
The dry detention basin system is defined as the dry detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at leasi monthly:
a. Inspect the dry detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check ard clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximurn height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the dry detentian basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
cf in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a dry detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such ttlat it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads feet in the forebay [and micro-pool], the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
? Permanent Pool Elevation
Sediment moval EI. 75%
-------------- - Sediment Removal Elevation 75%
------------------------------------------- ------
Bottom E vation 5% t
FOREBAY MAIN POND
5. Remove cattai{s and other ir,digenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berrn.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain sha(I be minimized to the rnaximum extent practical.
Nage 1 of 2
AUia-23-2005 TUE 09:41 TEL:[phone] NAME:DWQ-WETLANDS P. ' 4
Rug 23 05 10:21a p•5
7. All components of the dry detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flovr shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level efevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired andlor
replanted as necessary.
1 acknowledge and agree by my signature below that I am responsible for ihe performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: ??1r??C-n JIF ?
Title: 7E-?2 -DEvccUT?IeN"- CLC
Address: T L r t V i?
Phdne:___
Signature:
Date:
0111 - - - n -Y -- I ot
b /IT/c
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
fots have been sold and a resident of the subdivision has been named the president.
I L n n(3-, (nUrcQvck a Notary f'ublic for the State of N?
County of do hereby certify that -P(Ab(o &.t ?-(
personally appeared before me this Iin day of Usf c? , and acknowledge the due
execution of the forgoing wet [wetland) detention basin maintenance requirements. Witness my hand and
official seal,
SEAL ?j
My commission expires 4 ?-? 10& ?
Pabe 2 oC2
AUG-23-2005 TUE 09:41 TEL:[phone] NAME:DWQ-WETLAhdDS P. 5
W a T?9QG
? r

August 24, 2005
EXP1tE SS REVIEW ACCEPTANCE LETTER
George A. McIntyre
4932-B Windy Hill Drive
Raleigh, NC 27609
Fax #: [phone]
Subject Property: Massey Preserve located at Forestville Road and Thorny Bush Lanc
Alan W. Klimek, P.E. Director
Division of Water Quality
Wake County
On August 24, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request from
Jay Keller of Skelly and Loy regarding a project known as "Massey Preserve" for acceptance into the Express
Review Program. This letter advises you that your project will be accepted into the Express Review Program
once the following items are received:
1. The application fee of $1,000.00 [for 401 Water Quality Certification + Stormwater Management Plan
approval] made payable to the North Carolina Division of Water Quality;
2. Five (5) complete and collated copies of the PCN and stormwater management plan application; and
3. Five (5) copies of all additional information pertaining to this project.
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the completed application package and required fee are received.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cyndi Karoly at
919-733-9721 or Cynthia Van Der Wiele at 919-715-3473.
AWKlcvdw
cc: DWQ Raleigh Regional Office
Sincerely,
? ?/1.??
?, J?,? ?,,? .
gt,4
Alan W. Klimek, P.E., Director
File copy
Central Files
Jay Keller, Skelly and Loy, 6404 Fall of Neuse Road, Raleigh, NC 27615
Flename: Massey Prescrve
nds Certi6cation Unit
Service Center, Raieigh, North Carolina 27699•1650
`Vee 8oulevard, Suite 250, Raleigh, North Caroiina 27604
- - - -- -
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Non` hCarolina
,lVaturally
Oft1CC USC OIlly: Fomi Vcrsion h1ay 2002
USACE Action ID No. DWQ No. DWQ # 05-0942
(lf any particular item is iiot applicable to this project, please enter "Not Applicnble" or "N/A".)
Processing
l. Check ail of the approval(s) rcquesteci for this project:
? Section 404 Pennit [X7] Riparian or Watershed Buffer Rules
? Section 10 Pennit ? Isolated Wetlarid Pennit from DWQ
0 401 Water Quality Certification
2. Nationwide, Regional or Gcneral Pennit Number(s) Requcsted:
39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: F-]
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposcd for
mitigation of iinpacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: F-]
5. If your project is located in any of North Carolina's riwenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Arca of
Environmental Concern (see the top of page 2 for further detail. ?AZY?;Q??' D
?
II. Applicant Information AUG 3 0 2005
1. Owner/Applicant Infonnation DENR - WATER QUALITY
Name: Mclntyre and Associates ViEWiDSMJDSTORMVYATERBRANCH
Mailing Address: 4932-B Windy Hill Drive
Raleiqh, North Carolina 27609
Teleplione Number: 919-876-0145 Fax Number: 919-876-0699
E-mail Address: a mcintv cr,bellsouth.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization lettcr
must be attached if the Agent has signatory authority for the owncr/applicant.)
Namc: Jay Keller
Company Affiliatiori: Skelly and Loy
Mailing Address: 6404 Falls of the Neuse Rd. Raleiqh, North Carolina 27615
Telephone Number: 919-878-3535 FaY Number: 919-878-3550
E-mail Address: jkeller cr,skellyloy.com
III. Project Infonnation
Attach a vicinity 1111p clearly showing, thC IOCZt1011 of the property with respect to local
landmarks such as towns, rivcrs, and roacis. Also provide a dctailccl sitc plan showing propcrty
bounciaries and development plans in rclation to surrounciini-, properties. I3oth the vicinity map
and site plan must include a scale and nortli arrow. Tlle specific footprillts of all buildings,
impervious surfaces, or other facilities must be included. [f possible, tlle maps and plans should
Pa-e 5 of 12
iticludc tllc appropriatc USGS Topographic Quaci Map aiid NRCS Soil Survcy with the property
boundaries outliiled. Plan di•awings, or other maps may be includeci at the applicant's discretion,
so long as the property is clearly detinecl. For administrative and distribution purposes, the
USACE requires infonnation to be submitted on shcets no larger than 11 by 17-inch fonnat;
however, DWQ may accept papenvork of any size. DWQ prefers full-size construction
drawings ratlier than a sequeiitial slieet version of the full-size plans. If full-size plans are
reduced to a small scale sucli that the final version is illegible, the applicant will be infornied that
the project has been placed on hold until decipherable maps are provided.
1. Namc of project: Massey Preserve
2. T.I.P. Projcct Numbcr or Statc Projcct Number (NCDOT Only):
3. Property Idcntiflcation Numbcr (TaY PIN): 1747306535, 1747301987, 1747216022
1747102638,1747207216,1747301394
4. Location:
County: Wake Nearest Town: Raleigh
Subdivision natne (includc phasc/lot numbcr): Massey Preserve
Directions to site (include road numbers, landmarks, ctc.): From US 401N, turn right just
past Neuse River on Mitchell Mill Road & proceed lmile. Turn right (south) on Forestville
Road and proceed 1 mile. Site is at the iritersection of Forestville and Thorny Bush Lane.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 52.0'; W 78° 31.0'
6. Property size (acres): 144 acres
7. Nearest body of water (stream/rivcr/sound/occan/lakc): Harr'is Creek & Neuse River
8. River Basin: Neuse
9. Describe the existing conditions on the sitc and gcneral land use in the vicinity of the project
at the tirnc of tliis application: Mixed forested and aqricultural tract. Vacant,
agricultural, and residential area.
10. Describe the overall project in detail, including the type of equipment to be used: A Single
family subdivision in the City of Raleiqh. The subdivision will include public water
and sanitary sewer mains, sidewalks, concrete curb and qutter, and a storm water
collection system. Equipment includes trackhoes, bulldozers, and qraders.
11. Explain the purposc of the proposed work: To construct a new road crossinq adjacent
to the current Thorny Bush Drive road crossinq. The new crossing will meet
engineering & planning standards and will allow for improved access to
approximately 95% of the remaining land to the west of the unnamed tributary to
Harris Creek. The new access point will directly align the new access road with
Forestville Road and the street on the east side of Forestville Road. Thornv Bush
Drive currently enters Forestville Road at a bad angle and not in-line with the trailer
park road on the other side. The culvert will be placed in accordance to best
Pa-e 6 of 12
manaqement practices (BMP's) to allow aquatic passage. This will greatly assist in
biological migration since the current culvert does not allow aquatic passaqe durinq
low flow conditions.
The instailation of an 8" sewer line wili be located in the southeast corner near the
back of Jimmie Poole's property (Wake ID 174703301394). There is an existing
sewer line that runs parallel to the north bank of Harris Creek at the rear of the Poole
& Massey lots. A 20-foot easement is required and trenches will be excavated
using a trackhoe. The easement will be graded to the pre-existing elevation and
seeded for grass. The channel excavated for the pipe will be approximately 3-foot
wide. In order to tie in with the existing sewer manhole that is located in Zone 1 of
the UT to Harris Creek, we will be temporarily impacting both riparian zones.
Construction of a second 8" sewer line will attach to an existing manhole 180 feet
southwest of previously mentioned sewer manhole. Impact from this installation will
be temqorarv excavation inside the unnamed tributarv to Harris Creek buffer area.
IV. Prior Project History
If jurisdictional detcrniinatioiis and/or permits tiave been requested and/or obtained for this
project (including all prior p}iases of tlie same subdivision) in the past, please explain. Inelude
the USACE Action ID Number, DWQ Project Number, application datc, and date pernlits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If tliis is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. DWO # 05-0942.
V. Future Project Plans
Are any future pennit requests anticipated for tllis project? If so, describe the anticipateci work,
and provide justification for the exclusion of this work from the current application. No future
permit requests are anticipated for this project. Future plans for the larqer pond near
Forestville Road include adding a natural wood-chip base to the current dirt pathway
that circumvents this pond. Future phases are anticipated when a qravity sewer
collection system become available to the western part of this property. However, there
are no further impacts to waters of the US or NC anticipated with these phases.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, dclineate aiid map all impacts to
wetlands, open water, aiid stream channels associated witli the project. The applicatit must also
provide justification for these impacts in Section VII below. All proposed impacts, pennanent
aiid temporary, must be listed herein, aiid inust be clearly identifiable on an accompanying site
plan. All wetlands aiid waters, aiid all streams (intermittent and perennial) inust be sliown oii a
deliticatiori map, wlietlier or not impacts are proposed to these systems. Wetland and strcam
evaluation and delineation forms sliould be included as appropriate. Pliotograp}is inay be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Pa<.;c 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Providc awritten dcscription of thc proposcd impacts: Thorny Bush Drive will impact 95
feet of UT to Harris Cr. A single 72" RCP will convey surface water flows. Impacts
to the tributary include excavation and filling. Impacts to the wetlands include fillinq
on lots 7& 8 from the level spreader to the east; and fillinq adjacent to the dry
detention ponds 1 & 5.
2. Individually list wetland impacts below:

?Vetland Impact
Site Number
(iudicate on map)
*
Type of Impact
?1rea of
Impact
(acres) Locatcd ?vithin
100-year
Floodplain**

(ycs/no) Distance to
Nearest
Stream (linear

fect)
Type of
Wetland***
Road Crossing Fill 0.043 No 0 forested
Lot 7; Fill 0.021 No 50 forested
Lot 8! Fill 0.020 No 50 forested
?Dry Pond 1 Fill 0.006 No 52 forested
Dry Pond 5 Fill 0.002 No 100 forested

TOTAL 0.092
List cach impact scparatcly and idcntify tcmporary impacts. Impacts includc, but arc not limitcd to: mcchanizcd clcaring, grading, fill,
excavation, tlooding, ditching/drainagc, ctc. For dams, scparntcly list impacts duc to both struc[urc and flooding.
<'? ? ** 100-Ycar floodplains arc identificd through the Fcdcral Emcrgcncy Ntanagcmcnt Agcncy's (FEMA) Flood Insurancc Ratc Maps
(FIFZht), or FEA9A-approvcd local floodplain maps. Maps are available through the FENfA A1ap Scrvice Centcr at 1-800-353-9616, or
j onlinc at http:/hvxvw.fcma.gov.
List a wctland type that best dcscribes wetland to be impacted (ag., freshwater/salhvater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.) Indicatc if Nvctland is isolutcd (dctcnnination of isolation to bc madc by USACE only).
J l r !
L ??•% 1? -?
+
I ???;, _ltr .f
List the total acreage (estimated) of all existinb wetlands on the property: 3 acres
Total area of wetland irnpact proposcd: 0.092 acres
3. Individually list all intermittent and perennial stream impacts below:
Lcngth
Stream Icnpact of Average Width Perennial or
Site Number Type of Impact* Impact Stream Nante** of Stream Intennittent?
(indicate on map) (linear Before Impact (please specify)
fcet)
Road Crossing Culverf 95 ft. UT to Harris Creek 4 Perennial

* List r.ich impact scparatdy and idcntity tcmporary impacts. hnpacts includc, but arc not limitcd to: culvcrts and associatcd rip-rap,
dams (scparatcly list impacts duc to both structurc and flooding), rclocation (includc lincar fcct bcforc and aftcr, and nct loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, ctc.), exc.ivation, ditching/straightening, ete. If stream relocation is
proposal, plans and protilcs sho%vinb the lincar footprint for both the original ancl rclocated strcams must bc includcd.
** Strcaui nauies can be found on USGS topographic maps. If a stream h:is no name, list as UT (unnameJ tributary) ro the nearest
downstrcam namcd strcam into Mhich it tluws. USGS maps arc availablc through the USGS at 1-500-353-9616, or onlinc at
wW"v.us'_s.guv. Scvcral intcrnct sitcs also allow dircct download and printin; of USGS maps (ad., www.topozonc.cotn,
WwW.m.1p(1 ucstcom, ctc.).
Cumulative impacts (linear (listance in feet) to all streams on site: 95 linear feet.
Pa-e 8 ot 12
4. Individually list all opeti Nvater impacts (includinb lakes, ponds, estuaries, sowids, Atlantic
Occan atld any otllcr watcr of t}ic U.S.) below:
Open Water Lnpact
'
' rlrea of Naiiie of Natcrbo?iy 'I'ype of ?Vaterbody
Site Number ype of Impact*
I Impact (if applicable) ??ake, pond, estuary, sotmd,
(iiidicate on map) (acres) bay, occaii, etc.)
N/A
List cach impact scparatcly and idcntify tcmporary impacts. Impacts includc, but arc not limitcd to: till, cxcavation, dredging,
flooding, drainagc, bulkhcads, ctc.
POIld CCCat1011
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described hcre and illustrated on any maps included with this application.
Pond to be created iii (ctieck all that apply): E] uplands F] stream ? wetlands
Dcscribe tlie metliod of construction (e.g., dam/embankinerit, eYCavation, installation of
draw-down valve or spill«ay, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local storniwatcr requiremcnt, etc.): n/a
Sizc of waterslied draining to pond: n/a Expected pond surface area: n/a
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasiblc. Also discuss how impacts
were minimized once tlie desired site plan was developed. If applicable, discuss construction
tecluiiques to be followed durinb construction to reduce impacts.
The new crossinq will meet enqineerinq & planninq standards for the new subdivision
and directly align the new access road with Forestville Road and the street on the east
side of Forestville Road. Thorny Bush Drive currently enters Forestville Road at a bad
angle and not in-line with the road on the other side. This new road will be necessary to
access the majority (95%) of the property, thus sustaininq the development of the
proposed subdivision. The culvert will be placed in accordance to best manaqement
practices (BMP's) to allow aquatic passage. This will qreatl_y assist in bioloqical
migration since the current culvert does not allow aquatic passage durinq low flow
conditions. The proposed realigned path of Thorny Bush Drive was selected to avoid as
many wetlands as possible and cross the stream at a desired location. The road
crossing was placed upstream of a large pond and below wider riparian wetlands.
VIII. Nlitigation
DWQ - Iri accordance witli 1 5A NCAC 2H .0500, mitigation may bc requirccl by tllc NC
Division of `Vater Quality for projects involving greater than or equal to one acre of iinpacts to
fresliwater wetlands or greater tllan or equal to 150 linear fcet of total impacts to perennial
streams.
USACE - In accordance witll t11e Final Notice of Issuance and Modificatioti of Natiotiwide
Perinits, published in the Federal Register on March 9, 2000, mitigation will be rcquired when
necessary to ensure that adverse effects to the aquatic environment are miniinal. Factors
Pa-c 9 of 12
includiug sizc and typc of proposed impact and function and relative valuc of thc impactcd
aquatic resource will be considered in cleterniining acceptability of appropriate and practicable
initigation as proposcd. EYamplcs of mitigation that may bc appropriate and practicablc includc,
but are not limited to: reducing the size of the project; cstablishing and maintaining wetland
and/or upland vegetated buffers to protect opeii waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving siinilar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the initigation plan must be attached in order
for USACE or DWQ to considcr the application complete for processinb. Any application
lacking a required mitibation plan or NCWRP concurrence shall be placed on Ilold as
incompletc. An applicant may also choose to review the current guidclines for stream restoration
in DWQ's Draft Tcchnical Guidc for Stream VVork in Nortli Carolina, availablc at
littp://1i2o.cnr.state.nc.us/ncwetlarids/stt7ngide.titml.
l. Provicie a brief description of the proposed mitigation plan. The description should provide
as much inforcnation as possible, includinb, but not limited to: site location (attach dircctions
and/or map, if offsite), affected strcam and river basin, type and amount (acreabe/linear feet)
of mitigation proposed (restoration, enhancement, crcation, or prescrvation), a plan view,
preservation mechanism (e.g., dced restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The project will establish and maintain wetland and upland vegetated buffers to
protect open waters along Harris Creek, Neuse River. and their tributaries. Also, a
land dedication of 42.56 Ac. was dedicated to the City of Raleiqh from this
subdivision along the Neuse River. Within this area, there are areas of uplands
outside of the Neuse River 100-year floodplain and stream buffers.
2. Mitigation may also be made by paymcnt into the North Carolina Wetlands Restoration
Program (NCWRP). Please notc it is the applicant's responsibility to contact the NCWRP at
[phone] to deterniine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional infonnation regardinb the application process for the
NCWRP, check the NCWRP websitc at http:/%h2o.cnr.state.nc.us/wrp/index.htm. If use of
the NCVVRP is proposed, please check tlie appropriate box on page tliree and provide the
following infornlation:
Amount of stream mitigation requcsted (linear fect): n/a
Amount of buffer initigation requested (square feet): n/a
Amount of Riparian wctland mitigation rcquestcd (acres): n/a
Amount of Non-riparian wctland mitigation requested (acres): n/a
Ailiount of Coastal wetland mitigation requested (acres): n/a
IX. Environmental Documentation (requircd by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Ycs F-] No 0
Pa-e 10 of 12
If ycs, does the project rcquire preparation of an environmental document pursuant to the
rcquirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whetlier a NEPA/SEPA docuinent is required, call the SEPA
coordinator at (919) 733-5OS3 to revicw current tlires}lolds for ecivironinental documentation.
Ycs r-] No Fj
If yes, IlaS tI1C dOCUII1CIlt PCVICw bCCIl f1IlaI1ZCCI by tI1C St1tC CICZI"II1gllOUSC? If so, please attach a
copy of the NEPA or SEPA final approval lettcr.
Ycs [-] No [-]
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility ro determine, delineate and map all impacts to
required statc and local buffers associated witli the project. Ttie applicant tnust also provide
justification for these impzcts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanyinb site plan. All buffers must be shown on a
map, whethcr or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photobraphs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (plcase identify )?
Yes F? No E] If you answered "yes", provide the following inforcnation:
Identify the square fect and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculatc the required amount of mitigation by applyinb the buffer
multipliers.
Zone* Impact
(squarc fcct) Multiplier Required
NIitigation
1 4,155 3 N/A
2 2,287 1.5 N/A
Total 6,442 N/A
° Lonc i exicnus out.5u rcct pcrpcnuicuiar trom ncar DanK ot cnannci; Gonc Z cxtcnds an
additional 20 rcct from the cdgc of Zonc l.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enllancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
idcntified wittiin 15A NCAC 213.0242 or.0260.
Buffer Mitiqation is not required. Uses are allowable without mitiqation.
XI. Stonnwater (rcquircd by DWQ)
Describe impervious acrcagc (botli elisting acid proposcd) versus total acreagc on the site.
Discuss storniwatcr controls proposed in orcler to protcet surface waters ancl wetlaiids
downstrcain from tllc property.
Pagc 1 1 of 12
The total area of site is 144 acres with 0.25 acres of existinq impervious area. Total
proposed impervious area is 35.12 ac or 24.34%. Stormwater on site will be collected
and discharged via level spreaders and preformed scour holes to achieve diffuse flow
through the Neuse River Buffers in compliance with the Riparian Area Protection Rules.
Level spreader and preformed scour hole desiqn is based upon DWQ's Draft Level
Spreader Design Options v.1.0, dated October 10, 2001. While under construction,
custom sedimentation basins will be installed to protect buffers aqainst sedimentation
along with other appropriate sedimentation and erosion control measures in compliance
with the Wake County Sedimentation and Erosion Control requirements. Please refer
to the attached memorandum, worksheets, agreements, and plans for further
clarification.
XII. Sewage Disposal (required by DWQ)
Clcarly detail the ultimate treatment tnethods and disposition (non-discharbe or discharge) of
wastewater benerated from thc proposcd project, or available capacity of tlie subject facility.
The wastewater generated from the proposed project will travel throuqh a non-
discharge gravity sewer collection system to the City of Raleiqh WWTP.
XIII. Violations (required by DWQ)
Is ttiis site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F-I No M
Is this an after-ttie-fact pennit application?
Yes F] No M
XIV. Othcr Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (c.g., draw-down schedules for lakes, dates associatcd with Endangered and
Tllrcateried Species, acccssibility problems, or other issues outside of the applicant's control).
?/.-? c `o.s-
Applicant/Agcnt's Signature Datc
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pa,-,e 12 of 12
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
September 1, 2004
Version 3
Applicant Name: George A. Mclntyre
Applicant Address: 4932-B Windy Hill Drive. Raleiqh, NC 27609
ApplicanYs phone number: 919-876-0145
Fax number: 919-876-0699
?-----
Applicant's emaii address: a [e-mail]
Consultant Name (if applicable):
Jav Keller
Consultant address (if applicable): Skellv and Lov. 6404 Falls of Neuse Road. Raleiqh, NC 27615
ConsultanYs phone number: 919-878-3535
Fax number. 919-878-3550 ?
ConsultanYs email address: [e-mail]
Type of action requested under the Express Review Program (check ali that apply):
e 401 Water Quality Certification
? Isolated Wetland Permit
? Riparian Buffer Approval
0 Stormwater Management Plan
? Stream Origin Determination
# of Determinations Requested
[I IntermittenUPerennial Determination
# of Determinations Requested
? Mitigation Plan
? Stream E] Wetland ? Buf(ers (check all appropriate)
Name of Project: Massev Preserve (DWQ # 05-0942) County:
Wake
Total project acreage: 144.24 (acres) Total built out impervious area: 35.12 (acres)
Nearest named stream (from USGS topo map): Harris Creek & Neuse River
Please provide a brief description of this project (attach site plan if available):
Construct residential develooment with one stream crossinp near entrance to qropertv (Forestville Road). Wetland
Impacts <1/10 acre. Development will include streets, sidewalks, and sewer extension to service proposed houses.
Existing sewer line adiacent Harris Creek in southeast corner. Development has dedicated 44 acres of qreenwavs &
open space alonq Neuse River in addition to other open space dedication within the property. Site plan has been
provided to 401 wetlands unit.
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number:
From US 401N, turn right just past Neuse River on Mitchell Mill Road & proceed lmile. Turn right (south)
on Forestville Road and proceed 1 mile. Site is at the intersection of Forestville and Thorny Bush Lane.
Nearest cit, :?gh
Proposed impacts:
Acres of 404 wetlands: 0.092 acres
Acres of isolated wetlands: 0
Linear feet of streams: 95 linear feet
Linear feet of isolated streams: 0
Square feet of protected stream buffers: 6,442 sf
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. No
Has any DWQ staff visited the site? res, if yes, please provide DWQ staff name, Mike Horan and
date of visit: March 7. 2005
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
no
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
no
Does this project require approval of a Variance from the NC Environmental Management Commission?
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
This form must be submitted via email (c/o [e-mail]), faxed (919-733-6893) or hand-delivered to the Parkview Building, 2321
Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the Express Review Program will be notified via email or fax
within 2 days. Successful applicants will then be instructed regarding detailed procedures for full application (Please Note: Submittals of the review
packages on Friday after 12:00 pm will be stamped as received on the next business day).
Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form.
2
. .

? ? ?_??i I?
~
PUBLIC PUBLIC Sewer Callection/Extension System
Water Distribukion/Extension Sys#em The City of Raleigh consenfs to the connection and extension of fihe City's public sewer system as shown an
The City ot Raleigh consents to the connection and extension of the City's public water system as shown on this plan. The material and constructions methods used for this project shall conform to the Citys Public this plan. The material and constructions methods used for this project shail conform to the City's Public Utilities Handbooks standards and specifications: GRAPHIC SCALE U ~
Utilities Handbooks' standarda and specifications: City of Raleigh J sa o ao so ~zo 2ao ~ N
City of Raleigh Public Utilities Qepartment Permit ~ ' Pubiie Ut~iCres Departmertt Perrrtit (j ~ n _ ~ a~ a~ n~ ~ > ~
Constructian Approval c 'L x C3 L~ O
Construction Approval ~ate ( INFEET) _rn~`~,
Date 1 inch = 60 ft. ~ ~ ~ ~ ~ ~
. ~ ~ . _ , , ~ : ~ u. ~ti~ _ d ~ ~1~"„ ! n ~ ~t Z•~ ~,ti~ x?~ \ ,t , , Y~~l ~T ~ 0. ~ . ~ _ . ~ r , ~ ~ ~ . t \ 'i. i , ` _ , , ~ , ~ ~Nrn ~ ~ ~ . ~ , , U ~ ~ N N ~ ~ ~ ~ ~ ~t, ~ UT 230A ' ~ ~ 0 ~ ~ ~ o
, ~ - 'r h ~`:n, ` c~ , ` ~'"C1 ~l. ~ ~{v`~.. i ~ ~ , - - , ~ . , , ° ` ° . , ~ ~ ~ ~ , ~ r. ; . . • ~ ` ~ . ; . ~ ~ ; i ~ , _ , i ~ ~ i , ~ ~ y ~ . ~ , ~ , ~ ~~4~ ,~~,n a,, YD~TENTI _ ~ 's ; ~ - U I I
. ,k 1 ~ ~ w~ . Y,. ' , ti . ~ ' ~ t; ~f~ ~'~r~' ~ ~ ~~r~ . . ~1 :k ~5* 0~ ~ ~ t. , .....r.. . - ~j ~ ` w. ~ > ~ A ~ ~ ~ ~as-'~~• , ~r~- i , f , „ - . ~ , . _ _ . . . . _ _ . , . ~ ~J ~;t.,, r ',1 y~"~'_ ~ a'~..r _ , t'\ 1 _ "a i ~ b.. ~ , ~ ~ z ~ ~ i POND 3 ~ 1 ~ ~ ~ ~ r~: ~C . ~ ~I - ~
.{~T ~ ^i.. 4 ` j . ' ~ ~ . ` . . ~s ~ .l~ 'i ~ O • ~ ~ ~ ~~=r ~ Th . .a .4~ . . - ~ . ~ , ' , r , ~ ~ , . 3 ~ `"y~' ~ 1 ~ g ~ ~ . ~ - ° , . _ . ' ! ; Y ~ ~ ' ~ ~ - 5 _ ~ opa >~k~,<~. O z'~t~:~- ..P,., + ~ ~t~'-l~-~~t~~~ y ~ . ~ ` ~~7 O -"J ~ ~ JL / a / , % , ~ a[~° ~~s ~ v~~,,,~ o ~d? , ~ O ' g ` ~ ~'t ~1~ U ~ ~ ' ~ 4 m ~t o~ ~ , ~ ~ 0 ; ,
, E / . ~ , ~ ~ :r ..5. ` 's%F ` ~ _ _n_ . _ . , ~ ~ ~ ~ ~F"LEVEL, V ~ v^ C'`• ~ ~ ~ ` *u;~ p ~fQ. ~ - } . ~w , ; ~ si i~ ~ °C ~ N ~ ` ~ ~ ~ ~ o~ a~ : + . ~a~"~-
ti - ~ 9P D6R~' ~;q ;~c ~S~ r- ~ ~ , ~ , , .0 ~ ~ ~ ~ ' v,~ ~ l~ r ~x ~~f' ~ ~,3< ~t,; ~ . { . . , \ , :z t" . . . ~ ~ , . : ~ , ~ : , ~ ~ , , . . ~ E? ~ aF , ' t ~ 6`~" ~~,ao ~ ~ z ; ~ ~ ~ , ~ ` _ . y ~ ~ ~ o~ • ~"w ~1. 'r~.'~ .,,v . r~ ~ ~ f ~ ~ ~ 4 . , _ ~ ~ ~ , ~ d- .
~ ~ ~ h ° - ~ ~ ^ ~ ~~4•2 a' _ _ ~ r a:~ ~ ~v~ 0~, . . ~ . , , _ ~ , _ ~ ~ 5_°, ~y ~ , 5~ ~ ! . w_ ~ , , . ~ 's' , r o , , , ~ ; t-,. , _ ~ ; _ ~ ~,.5, ~Ar 1i~ o _ `i t~ - ~ ~ ~ ~4j~' n~ ' ~ a1 ~ ~ ~ -.~~Ar , ~ ~ , ;~y ' f w
. ~ . , . _ . , , . . ` „ ~ - ~ . _ _ , _ _4 . ~ - ~ ~ , ~ , ~ ~ _ ° ~ 1-~ ~ _"Y , , , , _ SEE DETAIL I LEVEL ~ , ~ , ~ \ ~ ; _ ~ .
g~ c~°____ : - _ - ~ _ ~ , ~ _ . , ~ . , , . ~ ~ ~ r ~ ~ , , ~ ~ Ma ~ _ _ , ; ~ ~ ; < , , ~j~ .p,~ .i o _ , yj1~ ' ~ ~ ~ ~ . ~..~.,-1 ~ ~ ~ ~ ~ N -tk ~ 0 . r ~ ~ ~ p ~ ~ , ~ ~ . . d ~ ~ . . ~ , , . ~ . , ' . ~ ~J ~ SPREADER , ~ ~ ~ ~ ~ ~r SHEETS D-91D-10 INV = ~ ~ , , , ~ <<~ ~ ~ ~ ~ ~ . 0 T 231.5 - ; , , , ~ , . _ r- .
, ~,;w r-.q,..._. ~ , h ~ , , . . ; `,kn ; . , ~1 i ~S, ! ~ . 1~ , ~ ~ c . ~ e....~_... . , , - . _ , ~ , . ~ ~ ~ , ' , - ' " ` ` - ~ _ ~ ~ . , ~ . ~ ~ \ , c ,~c, P, . _ , . ~ Q l ' „ - - ~ ~ , ~ = ~ ~ ~ TOP L , ! ~ , ~,~,,S ~ ~ t~ ti ~ E E~J. 2 ~ ~ q.1;g9 . ~ o~ ~ ~ ~ ~ ~ , i1 ~ ~ ~z ~ ~ ~ry~1~! ~ ,~y : ' , , , , ~ ~ ~ , ~r~;~ . , , , ; , , " U d ~ , ; ~~4~ ofo ' ,
fi~ 2 < ' ~a a , ~ L . ' . ~R' ~ s ~ ~'k !,t"r ~~'tF°' \ ~dJ Y 'p. ';iP-'S'~ 9^'-_-~ . ~ ~ t . . \ ~ „ t _ n _ _ s ~ ' , i _ 1 ~ ~t~l ~ ~ ~,E~. b ` 1 ~ `l, a " • > _ ~ , , ~ Y' ~ ?ri 1 . . ----r~-~ ~ ; ~ ~ ,J . . ; < 3 ~ ~i 0~'.t , ~4x i~~-` -~.A _ ~ ~ - n - , 1 ; ~ ~ ~o~~~ ~ ~~p ~ ~ ; ~t~
r „ ~.~`-~___..._.r^ ' . ~ . i ~ . .~~~:Y er, ' ' ~r ~ e ~ Y~~ , ~ ~ ~ ~ ~ ~ ~ - r~~ , ~ ~ , , , _ . ~ ~ ~ '~a'~ i,,.' N 3.~ ~ , , . , . , , , i ~ ` , ,t ~ V r ~ ~ . k . ~ ~ - - ~ ~ ~ 4 . F ~ l l \ . ~ ' - i . ' ` . . °!4 / 3 ~ ;~J . r . . - . ~ ~ ~ ` ~ . . , ' G ~ ' x~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ , ~
~ ~ ~ ~~t. . t . . . ~ --r~ , . . , ~ , r~ ~ _ - M 4. "1 0~ ~ . _ ~ f ; 7 w . . i b5 - ~ ~s~ ~ ~ . . , ~ z .a . - ~ , 1 ~ ~ ~ ~ ~ ~ ~ ~ , , g~'t~ 4. . ~7 ~ ~ ! .'t~''~~. ~ "-~:3"~-~ ~ ~ rrf , ~ ~ ,r , ~ ~ 'P * ~ ~ yY'~ ~ r~ ~
~ ~ - i~- ' / : ` - ~ ~ ~ ~ r ~ , ~a - ` ; Q ~ ~ , . - r 4r ~ . ~ - . \ . , . , . i ~ ~ . - ' . ~ , - . r, s . ~ j. . ~ , , _ - ;n~ ~ ° ~ ~ o~' ' , ~'fi , ~ f ' ~0 . ~ , G ~ ~ ~ ~ ~ ~
- t - - - ~ ` Q ~ ' ' , _ ~ _ FE~1"--~ ~ , ~ i ~ ~ ` ~11 . p ~ ~ Cg#4~' ~ , , ~ , _ _ ~ ~ , ~ J • o~,, ~
~ ~ ~ ~ ~ - , ~~'~tkT 23~~4},t ~ ~Q ~ ~ i ,A~ T . ~ ~ , ~ ~t~. c~ ~a~ , ~ ~ , _ ~ : - , ~~f '~c~ ~ ~ ~B' 1~ ~/!N ~~4.~ a. . T , t24~,~3 ~ t~ w r''' } ~ , t`~` r. V ~ , 1/ IN~ ~44.25 c~ ~ .
~ , . s,~ ~ , ~r,. -=~r .:^J ~ . • . . . ~ . , , , • ~ , ~ , ~ ~ r~ - f .5~ 247. n Y ~ , N~`2 ~ ~ ~ _ ~ , T0~' 'EL V. 9~ IfVV t 44:2 „ . ^ . , , ~ , . , _ , , . _ , , , , V ~ ~ ~ i / IN N 2 ~ __~__..,,___.w `
, ~ ; , . ~ _ , , , , . . . , , : . , , , ~ ~ , , , , ~ ~ , ; t ~ ~ _ , a INVOU7 , N 243. , , ` /y , , , , . ~ , , ~ , t, ~ , , , ; . , ~ } ~ y ~ 1 an a. ~ \ , ~Z fk~~ x~ ~ 4 t 1 ~ : ~ 1 INV OU7 p 6~
',2 96 ` ~~.:y'' ` , ~ , . . - ~ r~_ ~ P~' ' ~ ~ , „ f"~. ` V ~ ,~1~ _ _ ~tPV~L ~ ~ r~ 4 E"~~...~~. ~ , ' _ ~V ,1~ _ ~ - ~ ~ ~S ~ . ~ .-~~i 1~ ` ~ ~ . ~ ~ i . i\ . . - , ,
s , - V d ' . _ SPREADER f~ ~ _ ~,~I~~7'~~i~~ ~ i ~ 1 `+i~, ~ \ ? . ' ~ , ~ : , , , _ ` ~t~~~ ~J~ `i~' \ ~ , , ~ .
i. ~s ` < ~ -EENEY J , . J[~ ~ ~ , , ~ . \ O ' ~R~~~~~.~ ~ ~~il ~l f ^•t i i ' " Ift/EI, SPRfADER - ~ p~ ~ ~ ~ ~5 . ~ - - , a , < , ~ ~ , ; .o ~ - , s . ~ ,
` ` SPRFAD~ ° td~~i 241~1; ~ ~ , . 50A0' ~ ° ` ~ I - ~ . <s ~ ~ ~ t~ f - \ ~ o t 1
~ - - ~ ~ ~ ~ ~ a T,P~ EL V. 2.5S _ ~ ?°~S#~~ ~ I ~ ~ , . ~ ~ ~ ~ ~ ~ ~ . , ~ S~ \ - ~ ty ~ ~ ~ , ~ ~ \
~ ~ ~g.22 ` ~ - ~ ~ , . _ 1NV JUl" 233.40 ,,s, ~ . ; , . ~ - ~ . ~ , ~ C B#85 . A ~ v .1 _ ~ ~ l~ !N ;C~1J `~38 , , ~ . _ t : ~ ~
~ ~ TQP ELEV ~ .~a ; ~ _ ~ve~ , 20 PRf ATE STORM , ' ° ~ ( oi;~ ~ , t~'' - G~ . . ~q ' ~ , . ~ . o ~ , l ~ Q 4~ ~
_ ~..~,_w sP~~R \ ~ c ~ , - 50.00 N iNY,iN,234~ r„ ` - DRAI EAS€M~NT ~ +-;I ' ~ $ L~V.'~~. 2 :41 ' \ i~V, ~lt~'' 234.~ ~ : ~ 0 ~ , ~ ~ ~ ~ 4 ~--~5~'" : ~ ,~f~ ~ : . ~ 1P CB~46A - ~ ~ ~ ~w.~ Q
~s~k _ - ~ ~~i ; , r~ ~ . I . , . T ~ T ~f Q - ~ t . , ~ , ~ ~t~ , _ __~QP'EL 241.33. rnZ
~ ~ ~ _ , f- . ~ ~ ~ ~ ~ ~ ~ I , 23~~~~4 ~ _ ~ I ~ c~., - -y. A , ~ ~ a~ ~ ~ w~ - , , W _ INV IN 5 ~ ;f ~ G~
~ ~ Q ~ ~ z~ t f , . W, , ~ _ - _ . '~z~~ ; l . ~ a ~ . ~r. , ~ , w-- , ~ ~ ~ ; ~r ~.~~vcrH ~ ~ ~ , - - ,'-r>' lM T 2 .15 ~ F ~ ~ J ~ ~ , ~ ~
~ ~ ~ 111,78 ~ i ; ,:U _ ~~o S~, . ~h v4 r>;, '~,t ~ Q cq~ , SLOPE 1.63% ~ ' ~ ' " TQF" ~ 241.18 , ~f- _ \ ~ (n ~ ~ ~ ' .~n~~,~~~ ~ r`.; ~ ~
~ ~ . , '~A' \ rtQ t~ / t' p.~ y~-~p(~ ~ ~ ~ ~ ~{p~/~ , '~..V., : nc" r " -.`7°"\ j^ ~ ~ ~~1lJ~~i~• nli ~I ' 1 # IRVTf'1 . 'i ~ ~ t~ V ) ~v ~r~ ~3~.s~ ~ - t ~ o .sa ~ \ - = P ELEV, 'O
~ ~ , `'Y.,~ Q _ _ _ Lj ~(l ~ ~ ~ ~ ~ - , . , r ~Y: ~ ~ ~ . P=240.00: ~ ~ , _ ~ , . ~ ; _ , , ! , ;.~a ~ - ' _ _ ' ~ ~ V , . ~ N~~ ~ - . \ ~v ;~~,~s ~ ~ f: ,y ~.2~ i \ '.J ~ l, ~
i ~ ~ ~ ~ ~ ~ _ - t~.s~, A ~ `r"°~~`~ ~ ~ ~ - ~INV 3 . _ 4~7 T= 2 5 3~1 , ~ ~jt~~[ , , , lI I M1 4 ~ ~ ~_....a.~.~.~..~.~ p ~S ~ . . . ` ~ ~ .FYF'f u t ?L \ . `7 J~~~.~ ~ . _ - _ ti ~ ~NV 2~:~Q ~ ~ ~ ~ ~ ~z ~ ~ ~ z
y . i \ ~ f_..,~-----' . ; a~ ~ I ° ~ ~ , ~ ~ ~ ~ r~~~S#7~~:~ - _ ~ DR~tf~v". ~ 4~ ~E 0.5~°la ~ , w , , ~ , - - _ _ , ~~bohi~ N~ , = _ _ . a , - _ . ~ ~ ~ ~ , , , yy _ _ . , ' 1) . ~ _.~iC-~:~$~k , F~~ - ~ o`~< - _ ~ ~ <C . ~ ~ , ~ _ ; ~ Q r ~ , ~ ~a ~
, ~ ~ , _ . _ . , , p ~ I " m? . . ~ " ~ . ` ~ ~ ~ ' . V~ . . . .4 . ' . 'Y ' . . ~ , i : -v _ ~ ~ ~ i°' e - ~ . . ~.,y~l.- ~ ~ - ~ ~ i _ . . . . ~ . : y ~ I . i. ' ' ~ f ~ , ~ _ - - , AIL ~ ~ $ . , ~ : . ~ r _ ~ ; 4 ~ ~ , ' ~ ~h ~ "__r ~ ~ \ ~ Z =
~ ~ ~ , _ ~ ~ . . . , I, . _ ~ ~ . , _ . ~ ; ~ ~~RCP ` . 2 FT 15 ~,y . . ~ ~ ~ , , ; 2 _ , } . ~ . ~ ~ ~ ~ ~ - . , . _ ~ ~ , ~ - ~ , =~0',t~ - ~ ~~Y tiG,<" \ ' ~ h ~ \ C~ , P`~ E tn~~ ~ e ~ ; ~o ~ Q -
, , r, , 0.50°!a ~ ~ _ ~ ~ ~ ~ ~ m_. , ~ ~ ° ~ , t ~ ~ f.~~ C I R1P f~P,p ~ _ _ ~ ~ , , . , _ .d__ ~r ~ " ~ _ ~ ~ ~ ~ !I ~Q ~ aP \ ~ oo _ ~ W W , o o~ ~.p.- p~{~ W ~
~ , ~ ~ . _ _ ` • . ~ + ~ . ~ , y ~ , S ~ i ~ , w ' ~4. ~ ~ ~ ~ , _ ~ 0~ ~ _ ' ~ v - _ ~0 1ATE ST C~7~ E > g. IN I '235 2Q ~ , : ~~I ~ / ~ . 4 •t' b ~ i ~ ~ CD1t'~TZ \ \ ~ F~~a, , ~ ~ ~ '~O`~ C~ ~ ~C
- _ - - - ,__m - , ~b , ~ . I ~v~ ~w~ - .r - D II~. EASE~AE ~ ~ Tt~F ~ ~V. . 237~~ 1 IN 10 ~ : , ~~a~;~~ , , ~ 11~'V tJ?- ' rt,`~' / ~ ~ ~OP ELEV. 231.91 ~ \ ~ ~ ~ ~ ~ s ~ , Q ~ y o~~ IN 226 24 ~ ~ ~ U!N . A
- ~ T o ~ ~ 0•~ ~J7 ' ~ ~ t. , ` , ~ ~ ...w.,_ e, ~ 1 ~ ' ^ _ . . , - ~ .,.,~q..~ . , ~ ~~A f~ ~ ~ , ~ ~ ~ ~ ~ 0 , ` 3~~~~'~ ~ : ; t~ a~` ~ ~o : ~ INV OIiT 226.04 ~
~ ~Is~a ~ ' O ~ ~ ~ ~ O " - .~0. ~p : ' - , ~ _ _ ~ a {k: ~ , ~ ~ ~ _ , ; _ ~ . _ - - - a CB#77~. - _ ~ ' ~ . 4 ~ A~.~ a~ . ~ ~ ~ ~ cd ~ ~ t- ~ 7~3 ~ S~ ~ 0~`~Z~~L~ s~'~ G ~ ~ Z ie ~ ~ ~ d 2 ~9 , ~ ~ _ ~ o °~E ~ ~ ~ ~ ~
~ ~ 0 ~ i • cv TOR. EL . 233.~ . (~4M , ~ -~zaL~ ' ~ I~~_ ~~z~ - ~a ~~.F ~ t . o o ~ b ~ ce~z ~ ~ ~ _ ~ ~ ~ , , ~~.A ~ ~ ~ ~~1 `'~S~ti`~•G' % ~ , !~r Q~G. ~ ,t ~ ~ , ~s ~ 4''~ o \ _ - , ~o , . o
~ r- - Z. ~ C ~ ~ 4 4 v' ~ " ~ .v:~?v' i~ - f - .26 ~ ~ . u~ 7 ' ~ ' #NV OUT 235.49`. ~ ~ tt . !1 . , _ _ - ~ 1~' LEV: Q~;t~ . ~ ~ I PRIUAT , a -s~. . ~ ~ ~ ~ a CZ. ,r. , ~ a~~~ ~ E--
F N g:a6 . ~ . _ z _ ~ r - ~ ~h~ _ ~QUT 2~36:~~~ ~ . . . _ _ _ _ ~ , _ TH 67 t ~ ~ ~ . - NG ~ ~ ~ ~ p ~a _c,, ~ . ° f _ ~ ~0 ~ R,,rv. ~ ~ (I~
~ . - tA 0 ~ ~ V aJ a'~~ x~ . ~ f~PE 0. ~ rn'• 5 ~ , ~ . ` ~ ~ \ t3~ 5~ ~j,`~ , ~ P _ _ ~ ,a.., : ~ p~ ~ a.~ `~4~,~
z ax-~~~~x . . 50 /o ~ K ~ `~B#74 4 x' - , , _ k_ . , IA 2~ ~ ~ t E~ , - , , . i~. , . ~ 38 ~ n _ , ~ . , . TC3P ~EL . 2 92 ~ , _ , . . -^s,...---„-.._...._.......e-n.._ ' _ . . . . ' ~ , 5 _ : ; , ~ ; . , . ; , ~ , a , 2',n!~p ' ..~~i V n `:J ~ d ~l 4 ~
, ~ i . - ~ , r', ~ ~ ~ , _ , n ~4 ~ , ~ , . , ` 1~" _ . ..__.v...__.y .fY_ . y5.~ ~ . . , ~ ~ d'.. ' ! / : ~ I 1 % , ~ ' , `-_"^.-i...._ ' ' ~ , _ ? d~t~ 'C . _ ~ ~ ~`;i ~e~ r~ ~ Ntt? ! ~ ~ 4 < 2 W ; - • /
~ -z _ , - ~ ~ „ : 'aNVOUT 234.~3 r , _ _ ~ . ,~p~~,~ ~ ' - ` ~ Y~,_,,.. n~~ . ! ,d... .i~ ; R iv ~ ~+r~-7$ rs~~w ti ~ - t~. ~ i" ~ ~ r'~~ ~ ^ ~•p~'~ ~ il a,;r,. ~ ~ _ . ~ ~ ~ f. rv.~ a ~ ,s N~~.~ s ~
. - 2 _ _ ~ ~ ~ ~ . ~ ~ • ~ . . ~ ~ b s--i ~ ~ q . . t ' - 1~ , , ~ _ ' ' RCP ; ~ . , _ _ ~ ~ f ,',~r~~a~' ~ . ~ , ~ Z p 7 0 ~ ~ r~~ ~ l t ti G~4 ~'j
- - - - CB#7~ r~ . , _ _ _ , , , _ , v ' !I !I ` , r , _ ~ - ~ , - - _ - V. 2~1:24~~ ~ ~ 7 'r, a ~ ` , ~ f ~ ~ , r' G v'~ ~ , ~ ~ 'i; ~ ~ ~ ~ ~ ~~t~_ ~ pa~ ~
~FI~ _ - - ~ ~ : ~ I ~ Q ~ 90 ; - _ _ LENG 11 .0p ~ .S;i'-. 41 ~ ~ ~;,k. ~ ~ ~ ~ ~ .-p, t ~ ~ G ~ o 1 . ~
. TO ~LEV. 2 37 -9. SLOPE ~~~,€,CB#7 1~ - > ~r , • ~ /M~ , , _ : ~ ~ iri„ ot~`~r.2~ ~ ~ ~ ~~EV:" c , •3 ~ l~ -_J ~ ~f~ - DIA 15 . 7?/+ R~P. _ i~ ' ~ J. ~ ~M%~' ~ ~ ` , ~ , ~ , o~~ ,-~.~r-' ~ ~ ~ , - > * ~~~_o~ o ~r~: ~y , ~ t-~, ~~yp i
` _ RCP . • ' 3 .58' . ~ ~ ~v ~ ~ 'CB#5~ l , . ~ i i " I ll.. _ u~ i~ - ~ ~ , ~ ~Ty~~" - ELEV. < ~ i ~ ; • r` ~ ; ~r ~ , ; . , r ~ ~ ` l~ , ,m r~ ~4 ~ U' ~ . ~ - ~~;a~ p ~c ~ LE,UEL` _ ~ ~ ~ ~ , ~
, +z7 ~ ~ ~ " ~ ~ - i ~i~9,51 ; ~ ~ C 7 _ T P'f V. 235 48 , ~ ~ ~ u ~c ~ L ~ , ' . ~ - ~ ~ ELEV. 2 23 _ ~ ~ ~ _ _ - IN IN.~~f~.93 ~ r ~ ~ ~ OUT 229;~ T,~P ELEV. 237.92 INV IN 29.29_ ~ ' ~ ' ~ ~ - _ ~ IN IN ~ ~ il ~ ~t~ SPf ~ ~ ~ , -~C? ~ - 5 m ~ SPF~EADER~ ~ ~ ~ ,;sd ~ ~ra P~~G ~ ~ ~ ~ 0 .4 ~1_ ~ a.~` - r ~ ~
~ _ ~ ~ ;i , ; _ _ N (N 23~,~2 ' t~ ~ ~ , If~~! OUT 234.~fi... INV OU. ~-2~9.10 ; ~ ; ~ ,t~ ; ~ ~.-F ~ ~ - IN OUT 229.97 C~# - i~ ~ ~ ~ ~ ~ ; ~ , . , ~ ~ `,2~,~0 2q N Q~ ~,C~ / ~r e \1~• i ~ ~ k 2 j ~U.i Q i
~ ' ! / , . ~ ~ _ IN 0~"~ ~,~~Q; z ~ , ~ ; 3 I ~ . _ _ , , ; , , ~ ; ; t ~ ~ ~ - ~ - _ ~.TOP _ 233. - _ ~ i~ ~ : X 3 , ~ . ~ - - - c. ~g , - r x. i " ~ . ' ~ ~ / ~ t~ .r ~ Q-~' ,~S "~,q~.~ J G< 0 ~2~~ ~
f ~ 1 , i ~ tw' , n . ~ . ~ ~ ~ . _ . ~ I „ t . vT ~ 228 j" - , r , Il°~ - , tCl m ~ . V~5 ~ _ .f= ;(f i I~% , i ;r j i ~ ~W x % ~ ~ , INV I :82 , TOP LEV , ' ' s ~ 0 , 5 '~~l ry T ~ ~ ~ / ~ ~Y ` - L ~ 2t~ . o ~a ~ , _ ~ ~ -
~ - w - ~ CBf168 ~ ao Q % 9 'S~ J ~w~ r, v~ ` ,r--~~ = o ~ r, , _ ~ , , ~ - . - - ~~Y "~:~i. 2~ ~,SQ LENGT ` - u~ ~ F . , . ti ~~s ~0 ~ ~ ~ ~ ~ , ~ r., a ~ ~ ._t ~ ~ F r , SEE aETAiL ~ ~ ~ ~ 2 , ~s
~ ~ ; , , , ; . . . , , _ i TOP ELEV 2 6 89 ~ s,,~ ~ ~ ~ ~ ~c csi EY , ; ~ . « ~ , r _ - _ SL~-0.~/o i` ~ f , _ '~s. . , NV !N 23323 i ~ ~ ti s ~ ~ ~ ~ .f~ ` ~ SHEETS ~ ~4f ~ : i:- a~ ~ ; a s~ ~ , s , ~ ~ ~ ~ Oo A E~ : : ,'i9 i ~
~ ~ c ~ ~ ~0 5I f j ~ - - _ - ~U~181n. ' ° ~ , , ~~y, R~'3 ~ ~ 'fNV lN 232.85 ~ z - i , _ . ~ ~ ; lf L a F , - s a-
i '~d ~ ~ ~ ~ - _ F-~~,y r _ _ - , - - - , _ ~ ' € INV OUT 232.75,_~. ~ c,i3P a i ~ ~ c. . ~ ~ - v" . ~ _ _ Yr~ p CB~59 ' ~ _ ~t _ U , , - ~ ~ 8~68 . A . _ , 1 . - ~----+ti i , . _ , , , ~ ~0~~- o d y'` ~ ` ~ , - ~ ' ~ ~g ~ ~ ; ,2 ~ ~s s. ~ ;u ' ,p ;
~ , ~d ~A k~ . . i , ~ . . . ~ ~~y ~ . t , t~% . ; -TOP ELEV, ~ ~ f ; , ~ ~ TOP V, ~36.AA ~ - ~ ~ , ~a` , , ~c~ ~ . _ ~ ' ~ ~ c ~ ~ IMf IN 228 --TOP ELEV,. 234~75 ' ~ t y _ ,~,~s, - -
~ ' ~ _ c~ _ lN~11~i 2 3.14 ~ I~fWGfiH 54 s ~ =wb'o ~'~r , < < _ ; _ l~~a ~JU, 233'0~ i ~ ~,q ~ - . ~ ,l~ _~~T_.2 ~ IMf IN 22~.91 1 ~ ~ ~ ` - l ~ - ~ , _~~T 2~8.71 ~ I ; ~ C~ 1 ` -P''v _
r' , ~ o a~r{. ~ ~ ~ ~ _ ~ . M i g~,~p~p ~ ~4 ~ ,SIOPE 3.3 h ~~~i ~ ~~I „ ~ r ~ . a~~ u~,' . 'Sd r: W l,.~ ~+.ttES~+'d€3 ~Q' ~ ;y~~ _ u's • Y~'~ A il ~j~ ;f i~:; ~ - ~ y0 ~DIA 15in. R P, ~YM163 OP-232~Ob }-.~~y o~ ti - J,~ :I-p~~.. . S~~ ~ "M A , ~ ~ - ~ ~T~,
~ j' i ~ . ' r ^a a,~ ~ _ ~r~ ~ TOP ~.~~#r~ .~3i,` n~ ~ G ~ INV ~T ~ , I~ ~ ~ , ~ - ~ ,~Q`~ ~ 22~:97 ~ ~ k ' Y t ~ ~Y u~~~L~ h V~ ;(S/~ ~ . .G . . m , w '1 . ~ ~QV~~ Q~ ti'rr "7r ~~~~'y .r. -
: . _ iNV i ~~~~~~n ~ ~ ~ A-~ ~ u . u ~ ~ ~ ToP;~E ~ INV 137~ `~~:3'9 ° ~ ~ ~ ~ ; ~ _ Y~~ i ~~~V, ~~Z. , ~ C3. w c~~~.3 ; ~FI/ ~ ~ \ , ~ _ =4~ F`~ ,~s ~ ~ ~
t ~ ~I~~1 ~.32~~~~ s ~ ~P ~ i , ~ - 0 ~ O ~ ~ ° ~ _ ° ~ /~I~i~ ::~~,~7 ~ ~ _ ~ o , T ~ '~r ~ r~-~-
LENGTH 3. 0 n, ~ ~ INV 041fi 32 t~ , - ~ CB#G~ 21~ L~ 15 ~RCP ~ ~ - SLO~E 0. ~ - ~35.55 CB#84 i , iNV o~~- 2~a:~ ~ / ~ , , - ,~r ; ~ ~ a~,~ > . , ~ , / ~ - F~ 'b ~w T~. ,
: - ,@ ,.t~~` ~ - _ _ ~ ~ ~ DfA 15in. p - ~ . 2 .95 r~=T~ EL~,V , ~t tf1si~ ~ / . . n' .^/'w y4" ~ , ' 1'
~i _ - ~ ~ ;wv ir~ , . - _ r ~ ~ ~~v~our~ . , ~ ~ ~ . - ~ ~ ~ ~ ~ ~ _ ~ = ~ - ~ SEE DETAIL s ~ ~ _ - ' _ J ~ ~ ~ / ; ~SHE 7SD-91D-10
~---`-am~~-~ _ ~ a ~z ; . . . . ~ l ~ ~ . ~~K ~ ~ ~ ~ " ~,x~--•;-~; / _ ~ ~ ,s ~ - ~ ~,ir: r x.' ~ ~ _ ~T _ ELE~:`"~~9.80^ , k
~ , s - . . . .xe^ . . . -s ~ - :4 ~ " ~ . ~ ~ "$'C' !Y~t-~-i-•• a:~=~• ~es.~~ - yf~~ 'Vf , . , ' . ' ~ ~+m?~m-..c.m.x.cu_a=.-.. - T'I " i ~ - ~ ' ' . . _ - ~ - " I IR'Y24.~7 ~ /~J~ ~ ~
~ ~ i 1 . 1 ,f ,J , ,~''H, . , V . ..~_-.,-,~a~. ' ~ _ - ~ . _ _ i , ~ ' . . , ' _ ~ ~ ' ~ - ~ _ . wt'~*' a . , P`1 ~ . . ~ ~ J 1 . - "'^,}~"%k , S'?&' , ' : . . . . Y . .'L: } . .J,~ _ ' '6'N`"'~°`~„",~' Y,`-~~m'~.trc..m ~ ~ ~ A ~i / .J( / / . t ~ _ ~ ~ ry~F~ J~ VJ ~ _ \ ~ I ~ ~ C - e . S ' \ F ~ ~ ' ' ` ~ M1~~ ~r f!` ~i ` Z
. . ' ~~c ~ mt~" ...p~e,~,,.~, a w. ~ f . ~ . 1 L-.. f ~~tlC' i• •^yv~ ~r^- "°V~w°-~'^~,i'.,+a, ;r j ..E~K~fl ~ ~ / 1 , ~ .,,~;f,,..~> _ . f ~ . ~.l ~ ~ / ''j' ~ ~ f ~ _ ~ ~ ~ : ~ "
M- + .,~~'w;, ~ ~ ,l 't 1 ~ ? ~ ~ ~ t~ ~.c.-.~.Y..,.,:. ~'I~ „^}"`YT?-r, 'v.; y .r'~.~ ''f4 V . z~a.?c_~.~a..-K.-~.w~= .q' ~ - ~ , 4 ! I=,.~ 7Jnn ~ y.~ ~ ; . i , ~ ' i _ p ~ ~ f ~iY P's l ,,.....r° ~ . ` I 1 } " . 1 ' . / ~ y Y+ ~ " . r T L_ w
.J ~ . ~ ~ p . ~ , . i q (M1"f _i i E y ,^S' _ 1 1 _ tJ~~, x~'1`.« ~ ~I ,\I ' ~ x` x~ ~ . ~ S _ lC"; 1 (Fj . , . jn ~ , O . ~ . ` . ~ ~ ~ : ~ ~ - r. - o~ t j ~ , ` ~ r~ - ~ - _ . _ ,,,,t~ _ ~ , , ,
d,_~,~ ~ , , _ _ , ~EN TH 14T~ 2' ~ ~ GTH ~ _ , ; ~a~ ; ~ - : ~ ~ ` r E i'~~ ~ ~ '~LO ~E 1. SLOA _ ~ ; , \ f~ ~ ~ ~ ~ - - _ v -.w` - F J / / ~ l~ J piw'`'r°~aw~mn ,
_ ~ i , --23T28 , 34 , .2 ,~,a ~ . - . , , _._a ~ - - , - , . , ~ ; _ - ~ ~ _ _ , , ~ ~~N11~{JUT 2~ :~5 ~1 ~8in R ~ ~ ~ , t- _ , ~ ~ - ~ . ba i ~~1' J~°~ ~e~ , / i i ' / / „`1_., ~ ` . , ~ ~ ~y. ~ , ~ ~ - f U ' ' ° , _ , ~ - - ATER ; ?Qu5)=22 40'i':,. ~`,•---t" mr ~ - - ~ ~ro-- ~J _ _ _ - ~
, ~ , ~ ~ _ , . 1 ~ - . ~ ~ ~ ~~~RIN~I~R' ~ Cv ~ ' ' ~ ~ ' 2 .rJ ~ ; y u~ ~ i~~ ~~;,y I R~TECTIVE Y r' - . - I I'~~ r y. _ . , j, • _ - ~ J . _ , T .','~7 ~ _ _ , ~ OP OF - !RO~i i-.° ~ _ _ - - ~ L-E~l~l.~ o, J ~ - _ . ~.L,4 f`~
- _ - - , ~A. ~ .95 It 0 I' a i i . ~ A ~ ..F r _ t~2 S ~t m ~ ~ I _ gs '~J 1 -1-f- 5 . ~ . - ~ ~ . i NV 'Q30.8 ` ~ -r ro ~ 3~r ~~I ; ~~lV. PLUGGE~~ 216.0 ~ ....__._''~'";-~74~~~1~=~11° , ~ r ~ , ~t .g Sf~-Afl~R~ ~ ~,~~~ps Q , ~ , . _ _ _ . _ °Ur 2 ~ _ _ _ _ ..._w.~__~_ - vi C°
i r - 'w ~ R1 ~ ~ ~ ~ I l - ~ ` ~ , ' r i'' 0 ~ t}ET~NTI I ~n-'~ , - v+, R , (1~~ ~ . 1 ~ . 1~4. _ , ~ 'r - ~2 - Y~ ` > ~ ~ , ~ _ ~ ~~I. _ - ~ - - r _wr ~ ~ ~ a - ~ , ~ _ . - . _ ~ _ ~ TI 't~. ~ _A ~ . - ~ , _ - ~ w ~ _
- - . ~ ~ p, ELE11. 230.67 ~ o ' - _ ~ f, r° , ~ . ~ ~n ~ . FE ~N 6~ ~ ~ ; ~t f . ~ ~ ~ ~ ~ , CO - ; _ - ~ ~ . ~t . . , . ~ _w_~_..._ , - . ~ ; . ~ . , r , . : < . , ~ ....w ~ , W f~ ~ ^ , .X~f ;M~. ~ ~M--- ~ . . ~ . . , , ~ , _ _ . . . z ~
~~i~ k--='~ _ ~ ~ t iNV IN 227 6 ~ o INI~ 4U ~ 7.q~ ~r;~, ~ ~ I ~ INV IN ~27 i ~ ,~1 r ~ ~ ~ . . . . , ~ ~ ~ ~ - - ~ , ~v o ~ ~ . . 1 : _ ~ . ' I ~ 1. . , . . .,w,~'~'~..,..~. ..J- , ~ ~'v,.: ~ 4 4 ~ ~ , i . ~ti ~ ~,y ; ~ , _
~ ~ ~ ~ I INVOUT 7.16 ~ - . , - - ~ ~ - ~ , ~ ' . . ~ ~ ' A ~ t ~ ~ ~ , . ~ ~ , . ~ .~„c-_'. . - U T . . . ~ . , . . _ ` ~ , m ~ . . , _ _ ~ 1 ~ , - _ - \ ° ...w y,~°`, ' ~ , ~ ` ~ - ' . ~ Z ~ , , , ~ ` _ , .
~ ~ _ - - ~ ~a` ~ _ . . . V ~ ~ J ~ L - ,r~~ _ _ , . . , ~ - ~ _ ~ ~ . , . . ' _ ~y-~-, f~• ~ . ~ - ~ ~ ~ ~ \ _ ~ ~ ' ~ l,. `4' . » • ~
~ . 26 PERIMETER P ~ ~ _ 00 - ~ ~ ~ W I- Z
~ RO T T!V i E YAR.D ~ wCRE~~ ' _ ,,t ~ ~ ~ ~ , ~ - ~ ~ ~ *~.-.4, _ - - J Q - 0~
~ ' • cs~s~ ~ ~ 32.46 , T P ELEV. 2 0 - - ; ~ , ~ , ~ ~ - L~J ~ - ~ , ~ . ~ C~ a7
, ~ ~ i ~ INV IN 2~8.54 E ~ ' ` ~ I- Q EE DETAIL ~ ~ ~ ~ ~ ~ ~
3 ~ ~ INV OUT 2~8.34 SHEI D b ~ ' ~ ~ C~ D-1 ' w,.~, ~ SHEETS D-9I 0 i - ~ ~ W o
m I:; ~ ~ 1 , ~ W ~ N I ~ ~ O ~
~ I U ~ / ~ UTqLITY INSTALLATIONS AND OTHER PUBLIC ~
C9 ~ ~ ~ ~ FA ~CILITIES INCLUDING SIDEWALKS AND HANpICAP ~ DRAWN
z I ~ H RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~i iiiiii~~ AS SPECIFIED BY CITY CODE. THESE FAC~LITIES D~Q
a I ~ ¢ i ~ ~ l~ .A ` HECKED HAUE BEEN APPRQUED BY THE CITY OF RALEIGH t\, R,.
0 ~ I ~ I AND SHALL BE SO INSTALLED UNLESS A CHANGE S~ G M M
z I ~ o ~ I I TH ITT N APP VA P IC ' APPROVED S AU ORIZED BE WR E RO L. UBL ~
, I SAMITARY SEWER EASEMENTS ARE TO BE RECORDED ~ GMM
O ~ I ~ ~ i PRI'OR T4 FINAL ACCEPTANCE. ~ 3~ START DATE r 0. ~ ~ 51GNATURE: ~ ~ ' ~ti'
J ~ I J I V' ~"y~47~~~~~'~ i rr~,~~~,° ~+y~,.~ JOB CODE
N ~ ~ ~ ( 4t~1/l~, M~~(~~~~`~~ -
~ _ 1~11-IIT~I~I n ~~rr~uur~uuuN~~
~ LI-I i-hit;r tiv~i vttrc , , PuBUC uTiLiTiES DRAWfNG
c r .j r-\ IVI ~j I_I L- UVI I I I I I~~U 0 . ~
~ ~ ~ No.
~ ~ TRAFFIC ENGINEER
L ~ 2
C C CONSERVATION ENGINEER 4E)
N ~
C7 -
I / O ~ ~

,
~ ~ . f / ~ , , `
: , , . ~ i . . , i ' ~ ` ~ Y i ; - ~ ! ~ ~ ~ . ~ ' , . i , ' ~ i' ~ % U
~ , ~ i , . , : ; ~ . . - , ~ ~ ~ ~ ~
, ~ % ~ - . i - ~ ~ ~ . ~ . ~ _ ~ ~ ~ a- ~
' ~ ,,;~:1 j . _ , , , ~ . i ~ ~ _ . ~ ; ~ : . ; , _ ~ ~ - ~ ~ - - ' i ~ ~ . ~ A : ~ , ; . . ~ ; , . ~ , . ~ . . , . ~ - ~ - ~ ~ ~ ~ ~ > ~r.
, ~ ~ ~ o ~ _ ~ ~ 4-
~ . , , , ~ ~ , ~ ~ ~ ~V ~Q - ` ~ ~ , ~ ~ . _ ~
; ~ ~ , , ; , - ; ~ . ~ ~ ` ; , CLEARING ~ ~ , SEDIMENT BASIN ~ ~ ~ _ ~ ~ ~ ~ ~ ~
, _ _ ~ , : , . _ . = , , ~ ~ ~ ~ ~ , r , - _ ' , ~ - ~ ~ ; ; ~ - - ' weN~ ~N~1bED AREA = 0.77 AC~,E ' T N N~ i N(~N-~I~iTURB - ~-I 0 ~n o
- SILT ~ Neu: , . : , , , , _ ; , ; , ~ ~ , ; , , FE~IC~ ' ; ~veu~~ ~ivER 51LT£TR~~ ; CLEARiNG ~ ~ ~
~ BUF~EF ' auF PROTEGTION " , ~ ~ ~ z ~ ~ ~ER F~5EMENT c~ N r
, - ~ i' ~ ~ ~ Tl~ . ~ ~ , , , ~ ~ _ ~ ~ ~ _ , . ~ ; , _ _ _ _ , ~ FENCE ~ m ' - ~ ~ ~ Q~ . N ~ ; i ~ ~ ; ~P,~:- , ~ ~ ; ~ J L - ~
, ~ , - ~ ' ~ ' ~ ~ , ~ ~ ~ ~ ~ ~ ~ _ , ~ _ - _ - ~ ~ ~ ~ ~
~ , , , , ~ , , ; , ; , , ; , _ - - ~ ~ , , % / , . ,7 . . ~ - , , , , ~ ~ C ~ 6 6) 6~ '~~Y~.i.. ; ~
~ / ~ _ ~ . , ~ i , ~ ' ~ I l ~ _ - ~ , , I~I ~ ~ ~ ~ ~ i % ~ / ~ ' - ~ ~ i ' I ~ i , ~ _ , ' ~ , ~ ~ . ~ ~ - . ' ~ ~ ; - - ~ ~ ~ ~ ~ _ . . , , ~ c
~ ; j ~ i'- ~ r,, t ~ ~ : i ~ ~ ~ ~ ; ; ~ ; • % . _ ~ SEDI ENT BASI #1 ~ ' ~ ~a -F-, _ , ,
_ _ - _ _ , ~ ~ ` SILTlTR i _ _ ~ _ _ . „ ; , ' i r- i ' _ _ ~ _ _ - PROT~C~'10 , i ~ _ i~ I~ - ED AREA __fl~~'3 AC ~ , , - ~ , , ~ ~ , , ~ i ~ ; , . ~ , . ~ ~
, ~ - ~ , ; , J , ,yi ili , _ , ' - I - ~ ~FENGE _ ~ , ~ ~ _ , ~ ~ ~ , ~ ~ ~ ~ - - i , _ i ~ ~ - ~ ~ - ~ ~ ~a ~ U 1 , , , ; ~ - , ~ ~ILT ~ ~ , . , , ~ a
~ ~ ~ . ~ , _ ; ; , ! ~ . - , , , i , i . , _ _ _ _ ' - - ~ - . ; ; , T,YP; ~ ; E , ~ ; ; ~ _ , ; - ~ ~ . , , ~ , ~ _ _ , ~ r ~ . ~ . , F~ ; ; ~ 4~ i ~ t S
- , ; _ , . ~ ~ , _ _ , , ~ ~ - ~ _ , ; _ i , ~ , ~ - - , ~ ; ~ , ~ ; i ; , , _ ~ , , ~ _ ~ % _ ~ ' " < fi ' ' 1:' '.y I ~ ' t 5 ~ t 1 F / _ _ _ , , i ,
~ , - - ; ' ' . . ; ~ ~ ~ _ r_- - , _ _ _ _ , , ~ , ~ ~ ~ ~ ~ ~ _ , , ~ ~ , ~ ~ ~ _ _ , ' ~ ~ ~ ~ ~ ~ ~ , ; , , : ~t ~ ~ . ~ , , ~ ~ ~ ~ ; @ ~ ~ ~ ~ , i i 1~ vr 4,~, . k I / ; ' D{V SI4N, ' `
; : ~ ~ ~ ~ - ~ ~ ~ , _ r , , ~ ~ . ' ~ ~ , . ,v ~ _ , ; ~ , ~ ~ , ~ ~ ~ ~ ~ ~ ~ _ ; . , , r~ ~ ~ - ~ : :l5 1.~.-:t! F ~t ~ ,tl r"~~ : ; _ : i ~ ~ ° a `F d~T ~ ~
, , - ~ - ~ , , , , , - - - ' ; ~ , _ - , ~ , ~ , ~ , . ~ ~ ~ ~ i 1 ~ ~ . ~ ~ ~ _ _ ~ _ I _ - ~ ~ ~ ; ~ , ~ ; ' _ ~r', M t t' i , ; . ~l ,'1 1 ' - ` _ tT. l ' .
~ - r - ~ ~ ' _ ~ - - , , ~ _ / ~ ~ , , x ~ti~ ~.c;s:~ h ~ x , ~ . r ~ ~ , . + ~ ~ . r ~ -s ~ - - ~ . , ; , , _ _ - - ~ ~ . ~ ~ , ~ ~ ~ S .~2' 4 ..i4~. ~ " i1 . :Y~ 1'1 ~I ~ 4 ~ ~ ~ , i
_ ; ~ r - - - . r ~ . ~ ~ ~ , , , _ _ ~ ~ ~ - - _ _ , . ~ ~ K,_ , _ ~ - . ~ , , - - _ ~ _ , , s~ , , , - , ' _ ` " ~ ~ ~ - ~ ~ , ~ - ~ ~ . ~ " - ~ , !.'S !S' ~.Yh ~ , J;~x . , ' . , - . / r k~ ~ "
. ~ ~ , ° ~ i - r, - i - i , ~ ~ . , - ~ ~ . , , , - ~ ~ I ~ ~ " ~ ~ ° ~ ~ ~ ' - _ , _ ~ , ~ ~ S ~i' ~ \ - " ~ , ~ ~ F . . . i i ' : ~ : , r q, } .J ; , =.e ~ ~ , ,
_ _:U__.. _ _ , - - _ ~ ~ ~ _ _ _ - . _ , - _ 1 _ i ~ , , ~ ~ ~ ~ _ _ ~ - I ~ y i l 4. ~ . ~i 1 ~ _ ' a ~ ~ ~ qt ~ , - ~ ,~r: . , . ~ ~ I . . ~ - . ~ . _ i ~f . _ ' , ' ~i , ,
' ~ ' 1 i . r - _ . . , , ~ , , ~ ; ~ - - - - _ ~ . . ' ' ' ~ ' _ - . ' ' i ~ , . . - _ _ . . , ~ , - - " ~ _ _ . , ~ ~ ' - _ - . ~ ' . . ~ 1 ) . . . ~ I. I ~ i ~ r .S. ~ , 5 ~ ,kv 1
, . , ~ . ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ . . , ~ ~ ~ - ~ ~ : , ~ , , , . ; t ~ ~ ~ , . ~ - ~ i ~ , i ~ 5 , .'R ` . , - ~ti. . ~.1~,; 1 hf i . . - V
, + i _f ~ ~ --r ~ i _ i . ~ li ; , , _F - _ - - - . _ _ _ SEDIMEf~F BASIN 5 . , - :r t4;t - ~ a , . , ~ i x ~ ~ /
_ ; ~ ; ~ , , , , , ~ ~ ~ I - ~ ~ ; ~ I , , ~ DENUDE ,ARE~4 - 35 ACRE . ~ - : i ~ - - ~ l_J 'z ; ~
; ~ , , , , i , ~ , ~ , ~ r , i~ ~ , - % , , , , , ~ - - - _ / ' ~ , ~ ~ , ~ , , , I , , , ~ i i ~ , ~ _ ~`t ti / _ , _ l~ .
, , - ~ , , ~ ~ ~ ( I I ~1 , \ , ~ vt ` ~~f _ , ~ ~ ~ ~ ~ ~i - , ~o; ~ - ~ ~I ~ W
1 I ~ , ~ ~ I S Dk f~~ BASI #6 , ; , , , ~ ~ , ~ - , , , ~ ~ ; ~ , ~ ~ , ; - - ~ ~ ~ DENUD D AR ~A ,~17 ~ ~ , ~
~ ~ ~ ' I ~ ~ ~ ~ EDIMEN ASIN 7 3 AC E ~ _ _ , _ ~ \ 1 i , , , ~ , ~ , ~ , , , , ~ . i I, a ` I f '
~~ENUDED' REA - ~A2 CRE ~ I - ~ y_`,. i _ - ~ ~ 'r ~ , ~ ~ ~ , , , ~ ~ - ~ ~ ~ti 1 , ,i ~ ' i . . ' . . . W ~ ~ ~ ~
, , ~ ~ i ~ , ; , , _ - , : , - 1 ~ , ~ ~ , - ~ 'Y~ ~ 7 1 , I .z . . . , t ~ . l ~ I r . i. ~ : . . . ~ . . . ~ 7~ ~ . ~ , i . . ~ ~ ' ~
~l _ r ~ . l ` ; ~ a :h:' t . ~ y ~ . ~ 1 _ ~ ~ ii.-` W+ , . . ~ ~ 'l1,' ~ ~ ~ . . . . . . . "
; L ~ - - ~1 ~ z,:. ~ s , '1 i ~t r ~ G' t , ~ r ~ ~ _ : , Y,'S. ~ . . . . , . , . . . ~ ~ ~ ~ Z; , i I, , ~ , . ~
~ ~t ~ i r ~ j = . ~ l 1 , t . ~ ~ ~ T ' . ~ ~ ' ~ _ . ~ . ~ ~ ~ ~ ~ ~ • 7 , I ~ . ~ rf _ ~ 1 F ti,: `j ' S~ ~ I~~. ' ;f~ ~ . i, - II ~ :.c F ~ q~~.}:..~ ; S. 1 ~ . . ~ ~ ~ ~ F , : ` , ~ S [11~EIV'TBA I,N #3 ; ~ C~
~ . . . . , . . . > ~ ~ , . ~~'i . , . . ~ ~ i i ~ ~ ~ ~ . l~ . ~ i , . ' ~ . ~ ' 1 q ' i. ' - . . - i ~ ` ~ ~ ~ , ; . . ~ , ~ ~ ~ ~ ~ ' DE U~p~D'AR = 2.1~ACR~ ~ ~ z W
, . ~ . ~ . . ~ r ~ 1 l ~ ~i_~ i , ~ , ~ ' ~ . ~ . ~ , , , kT ~ . . ~ , I , I , 1 ON ~ D~~If ~ I ~ _ ~ , _ ~ ~ ~ 1 :s _ , , ~ . ~ . -f ~ r~~ i 1 . ~ , i ; i „ ~ ~ ~ ~ ~ ~ ~ ~ , I ~ . ~ I ~ : ~ z
~ ~ ~ , ~ , ~ " , i, . . . ~ , . I ~ i ~ ~ ~ ~ DITC - . . ~ . ~ ' , , ,'•'r ~ ~z~-:r r - " - , ~ ~ ~ , . .i ~ . , . , ~ . . . - . I ~ I ~ I F . ~ , ~ , ~ ~ Y i , ~ ~ ~ . ~ ~ ~ , . : . i . . I r .d i , j S E, j _ .C` ~ , `~SILT : , ~ I 1 . ' ~ ~ ~ , ~ u~l Q z
_ q . ~ ~'i ; ~ . ~ , , ~t . ~l'";~ A j ~ , . ~ . ' I ~ • .,z. ' . ~ . r . J\ I ~ ~ ' . f.:,, . . ~ - LL ~ENC~ ~ , J C~ ~ ~ i ! ~ o
, ~ I ' . ~ r ~ 1 ` ~ \ . , _ _.g r~~:' ~ ~ 41 i . l F ~ , ~ , , . ~ . . . ;r ~ ~ . , r'. ~ , . - ~ ~ - ~ ~ c: ~ i . I~~'. . . . . i . ~ - ~ ~ ~ ~ - ~ ~ ~ P. ~ , Q_ _ % ? W ~ W
~ ~ ~ J _ 1 ~ f : _ - ; . , . , . ~ i . , ~ , {.,~L F ~ , ~ n I i ~ i s. ; x S ~ <j', i ~ , ~ ~ . . , . ! r . ; ~ ~ . t ; SI~ REE - ~ ~ ~ ~ . ~ ~ PRC? ~TIO~G ~ Q
. . , ' , r ; t ~--i?- ' ~ ~ ` ~ ~ ~ : , , ~ , ! ~ , ~ ` ~ ; ~ ~ ~ , ~ ~ , F~ - , , i CC
~ ~ ; . 1; , _ _ ~ , , .~t. r~ t< _~r....~.-~ , , . ~ ~ r. 1 ~ ~ _ ~ ~ ~ ~~~z ~ _ w~ ~ > . ~ ~ ~ ~ ~ , - ~ ~ ~ ~ . . - _ - • - _ - ~ ~ ~ ~ . _ Y _ . % - r - - _ - ~ w , , _ . - - , _ ' _ , - - - - - ~ . ; ~ ~ , ~ ( _ ~ s ~
. 1 ~ - - - ~ 3 ~ ~ - - ^ , _ - 1 , , , ~i ~ - , , ~ ` I
~ . ~ i . , : . / ~~i . _ ~ . ~ ~ ~ ~ . ~ . - . ~ ~ , 1 ~f ' ~ - - _ . , ij ~~0~ Y?i J ~ ~ . ~ ~
~ c . - ' ' , l ~ c.~- ` i I ' _ ' . ' { , ~ .,-T I ~ a . ~ ` - ' . ~ : . . _ . , ~ ~ . I, ~ ~ 'i , ~ , _ . / ' x . ~ ~ . ap _y I l . ~ - , . O
~ .Y. ~ ~ , ~ ~ - . . - _ . - ' _ . ~ ~ e ' - - - - , - - i ~ ~ ~ ' . . ~ ~ ' ~ . ~ ; ~ . . ~r . : ~ . \ h - ` ~d ~ , , - - , J - ~ ~ „ - ~ . ~ 1~~ \ ~~~~1 ,l h~ ~ . , ~ t/ `J ~ h ' ~d I Tt'~~~. ' . . . . ' ~ F , ~ _ ~ , ~ \ .
~ ~ ~ ~ . . . . - ~ h~ h~.'. ~ 3 1 ' , ~ ~ ~ i,h~ . ` ' . . . ' ' ' . h ' '1' I u ~ - ~ -k, .
, . , . - . ~ . ~ , , . , ~~~:•a , .~~~Y : . . , . `t . / ti: ~ I ',1. ~ ~ ~ ~ , ~ I ~ ~ r , : ,ti : _ EDIMENT ~ASIN #4 , ~ ~ ~ G ~ ~ DENUDED AR~~~= ~:5~ACRE Z
~ ~ ~ ~,w ~ ~ , . . ~ ~ - ' ~ , _ r-, ~ ~ _ - O
`r`: , I ~'~'F. " - ~ ~ i c. ~F.. : ~ , ~ ~ ; ~ - ~ _ ~ ~ C1~
~ ' ~ ~ ~ ~ S ~ DN4~ENT BASIN ~ DIVERSIO~ ~ , ~ _ ~;'I ~ , - _ . D - A RE D 3 C EN ED EA ~ F~ _ - - - ~ c.n ~ DIVERSION
~ DITCH ' I _ - i , ; , ~ , ~ , , , ~ - } , - ~ ~ ~ , O , , , ~ ~ , DITCH ,
. , , , ; - _ - - , ~ , ~ , , , _ , . , . - , r.r I , , , _ ; - , , • ~ , . - ~ _ - _ , ; _ _ - _ - _ - -i-~?- i'. , ° " NON-DISTUR6 ' ~ _ _ ~ ~ , _ , (TY - _
~ _ - ~ , e~"~ . ~ ~ . ` ' ~~r? ---i ~'r'. . . ~ N`~~ . . ~ _ _ a~40 ' ' NEUSE RIVER ~ ~0.00', ~ ~ W ~N~~, BUFFER EASEMENT ~ ~ ~
_ - _ _ - ' ~ _ _ . _ - ' . , ~ ' - - - ~ _ , - . . _ ~ - ~ . _ - ,t-- - - - - ' , r vn~~ , _ . . , . \ a~ - - . - E~ : ~ - _ - , _ _ _ , , , ~ - _
~ ' a , ~ . _ _ _ . ' ~ ; - ~ ~ _ _ - - - _ - - ~ ~ ~ _ ~ ' , , , . _ _ . , , _ - , , ; ~ _ _ , , , - ~ , ~ ~ _ ~;r . _ ~ ~ r; - , _ - ~
, ` ~ ~ - , _ _ , ; ~ ~ , , ; _ _ _ _ ' ~ - - ~ ~ ~ ~ , - _ - ~ , , , , _ _
. ~ ~ !;i i _ . ~ . , SEE DETA L - , _ , _ -
- , ~,i , ~ , , . _ ; , I ' I _ _ CLEARING~ x ~ ~ ~~v oE1Er~i ~ - , . SHEETS D-91Q-10 - ~ _ . \ 4~`~ .
~ , ,e~. f - ~ PoNa~ ~i - _ . , ~ ~ ~ , , . 1
, i T ~ i i ~ _ _ _ - ~ _ ~ U~'~, , ~ ~ ~ ~;i . ~ ~ !el~ ~ . _ ~ ~ i ~ ~ ~ ~ ~ f . , . / ~ ~ , ~ _ ~ ~ ~ i^i' ~
- ; - _r , ' ~ ~ ~ ~ ~ . , _ ~
~ . ~ - n~~ ~ ~ ~ ` ~ ~ ~ - , ~ r ~ - ~ ~ ~ EE DETA L ~
_ _ - - ~ , ~ Ei 5 . ,-v< P - - , = - , f ~ s S ETS D-91D-10 ~ ~
~ SILT ~tEE ~ C~ - ~E ETlL ~ ~ ~ \ ~ _ ~ ; _ ~ ~ , , ~ ; ~
~ , ~ ~ ~ ~ PROTECTION , , s~~~rs ~~s~~-~o ~ ~ \ , ; , . < ~ ~ ~ - ~ i ~ ,
; - FENCE ~ ; , , , ~ , , - ~ ~ - - _ ~ ~~ti - p, - ~ ~ ~ - 1 , i - ;C~y ~ ~ \ - ' ~ -
, ' ~ ~ ' ~ , ; ; , ~ , , , ~ . ~ , . - : , , ~ ~ ~ ~ SEDIMEN TRAP~ CALCU~~ATI(J(~_, TAB~I~E ~ '
, . ~ r'' ~ , ~'Aa ~ - - , , : ~ ' , , . / ~~`A~IN. ~ ~
~ ~ QENUDEU T07AL AREA _Q10 REQU: SURFACE. AREA RE~~J. VOLUi~E ~ 50 0o WEIR~. ~ ~ ~ ~ - - ~ ~ ~ uuu mn~ ~ ~ .
, ~ ' TRAP ~ a , ~ ~ ~ ~ , , # AREA AC DRAINAGE AC CFS :01 X Q1~ X 43;560~ '~~-0TAL~~t:A X 1 815-~~L~_.(,F.T~ W(~F~. D(FT} ~ SI ~ ; - ~ ; , ~ ~ ~ ~ ~ D(FT}~~ SIN TY~E LENGTH~~~~ ~ ~ rr ~ R
~ - 1_~~~~ ~ 0.73 0.73 .30 7.8 744 SQ.FT. 1~31~ CU.FT. 40~` 20 '.~~`~~-~:2 STp ~ _ - 1.71 , , , , , _ ~ - - , ~~~'~:2 STA11 1Q,t~ - ~ ; • pE /0
, _ _ ~ , , ~ ~ _ , ~ , , ~ ~ , ~ , , , , 2- : 0.77 11.0 .30 7.8 25.74, ~ 11,197 SQ.FT. `~13,86Q.,Ct1.F~.' 150 ~5.;-_- ~ . - ~ _ , , - RtSE~" ~ ,4.Q'~, ~ , ~ ~ ; • ~ ~ .
, , _ , _ ' ~ ~ ~ - - ~e: ~ . ' ' ~ 2.15 , 2.'~5 .3Q ~.8 ' J 2189 S .FT. . _ - ST~ _ , _
~ . ' 5.03 , Q 3,870 .CU.F~.- 6~ ~,4._ ;~.2-- ~ , ~ . , ; , ; - . ~ ; ~ , , . DIV SION ~ , ,;~ti ~ _ ~ ~ ; _ 4 ~ 0.55 V ',0.55~ .30 7.8 1.29 560_SQ:FT. 990 CU.FT. ?7s ~ STA ~ STA~IDARD~~~ 10:0`~`~, ~ ~ = • ~ ~ 1 6 ~n ; z
~ - - ZCH _ . ~ _ ~;3~'' STANDARD 10.0' • . p . ~ ~
~ ~ ' ~ ~ ~ ~ 5 ; 3.35 4:23 .3 ~ .FT. - STA , ~ ~ ~ ~~1 0 7.8 $:~.Q-~~~~ 4,306 SQ 6,030 CU.FT. ~ 94 A~7: 2.9 ~ , , _ . [1 STAN R~f~D 10.Q' ~ _ i .D i i •~~u~~~ y. 2 ~
~V " ~ ~ 6 - , - , , ~.17 '~6.17 .30 7.8 14;44 6,281 SQ.FT. 5,706 ,C~J.~fi 114-~. ~7 2.4 R . . . ~ . ~ /~~~~~1~ ~ 1h~~~~.__~.-%" ~ ~ ; RIS€~--__ ' 14:0' _'rnq ~ 2.4 ~ ~..~t~nipuiu~~~~
. ~ ` - t ~ , ~ ~ i _ - , - ~ , ~ , , , ~ , r- ~ ' ~ - ~ - <l` , ~ ~ 7 ~ 4.~23 ~.~3 .30 7.8 9.90 4,306 S4.FT_, 7 61~" CU.FT. ~ ~~94 - -~4~`~ ~'STA . ~ ~ _ _ ~'STANDA~~~ ~ 10.0' ~ ~ - ~ - ~ ~ ,
; ~ ,s ~ ~ „ , , " , ~ - _a . ~ ~ ~ ; - _ _ , , a ' 3.3 - , { \ C~
` , _ 8 2.03 2.Q3 .30 7.8 4.75_ Z;~67 SQ.FT. 3;654 CU.FT. - S6. 33 3.2 STA ' CLEARING ~ : ~ STANDAR4'~ 10.0' ~ ~ ~ ; ~ ~ 3.2 ~ , , ~ . ~ ~ ~ , ~ _ , J
~ ~ _ - " 9' 4.02 . 4.02 :30 7.8 9.38 4,082 SQ.FT. 7,218 CU,FT. 46,~' 3.3 ~ STA ; ` ~ , , ; ~ _ ~ ~ ~ ~ - . ~ ~ , , , _ , - - ; Q o _ 3.3 STAN[~'R~D 10.0' ` ~ ~ _ - ' , , ~ cu
` ~ ~ ~ , " ; 10 - - , , ~ 1.54 1.54 .30 7.8 3.6f~ - 1~568 SQ.FT. 2,772 CU.FT. 58i, 29' i 3.2 STA , , _ - , _ , ~ ~ > STAND~BR 10.0 U~ W ~ ~ 3.2 ~ - . , ~n ~ , _ ~ , J Cp ~ : ; ~ / ~ ; ~
_ r . , ~r _ _ . - , , 11 ~t;, _ ' ` ` 1.73 1.73 .30 7;8 4.05 1,761 SQ.FT. 3,114 CU.FT. 60 r~ 30 3.3 S~A ~ , ~ ~ ~ ~ Al~t . 9R 10.0' ` ' S~ Q ~ , ~ - ; W~~`~ °o 3.3 , ~ , ~ . . - _ - N O
; , ~ , _ ; , ~ , _ , - . z o , . ~ _ ~ _ , _ _ _ ~ ~ . ~ .o'
~ _ ~ ~ ~ 216 2.16~~ .30 78 5.0~~ 2,199 SQ.FT. 3,888 CU.FT. 68 34 3.2 ~~~fiA ' ~ - 12 . , , ~ ; ; ~ _ ~ _ , , ~ ~ ~ 13 ~ 0.50 0:~0 :30 7.8~ 'h:a~. 509~~SQ.~T. _ ~00~ CIt:~T:- _ 32~ ~ ~16~~~-- _ -3:~.. STA 0 ~ ~~~~~A AR~D ~ ND _ . ~5 , , . 32 fi \ .t~. ~ , . m U ~ ~ - - " ~ ~ N
` % ~ - - , ~ ~ , ~ _:3:~ _ ~sTaN~ARO;-' To.o ; ~ y ~ i ~ GR~PHIC~ ~ ~~~~LE , Q ~ z ~ ~ ~ , _ , ~ ~ ~ , ; , , ~ _ - - o m , ,
~ , ' ~ ~ ~ 14' ~4:U1~ , ~ 4:U1 ~.30 7.8~ ~~9.38 4,082 SQ.FT. 7,218 CU.FT. 92 46 ; 3.3 STt4 , - 3.3 STt4~lE3ARD~~,,-;fid~<0' ~ ' ~ _ ~ - ~ ~ s ' o!~ so so ~2a~ ~ 2ao I ~ ~ ~ , ~ ~ ~ , ~ - I
~ , , ~ ! _ ~ ~ r. ~ ~ ~ `~0.89 :89 .30 7: 90~6~~SQ.FT. _ . 44 2~ ~ STA ___1,,6Q2 CU.FT 3.2 ~ n: ~ _ , 2.08 , nr. ' t /r~ 'L ~ ~ ~ . ~ ~ ~ ~ -rt ~ J _ _ ~ 3.2 ~ STANDAR[~_ ~ ~ ~ ~ ` : ' ' ~ Q W L
~ i , - , - _ , = - ~ , ~ B ~ SIN # r ; , = ; , r~s ~ ~ ; ~ ~ ~ - - - ~ i:.48 , L48, .30 ,7.8 `~3.46. 1,~a7---SQ.FT. 2>664 CU.FT. 56 28 ~:2 S~A , ; J ~ _ \ . . ' ~ ~ ; ~ -
`,17 , , , , A ~.16 A(~RE ~ \ _ ~ , ~ ~ ~ 3:2 SIANDARD 1Q.0' - ' _ ~ , - i , ~ _ > . _ ~ , _ , ~ ~ i~~ - Q m . l. , - 3 - ~ ~ . ,
- ~ - ~ _ ; ~ 1.00 ~ ~:OD- _30 7.8 a_3_ 1~04$ SQ.FT.- ---rSO~~T.- 46 23 3.3 STA , , , , _ - , ~ , - ~ , '"l , - - . STA~IDAR~1- 10.0' ~ ~ ~ 3.3 . . ! ~ ` ~ ' ~ ` ; , : y, _ _ - - ~ ~ ~ f incf~,_ 6p t~~ Z ~ ~ ~ ~ ~ , W W N ic,
~ ' . ~ , , , , ~ , , ~ ~ ~ _ - , , , , , , - _ _ , ~ ~ _ _ _ , , - ~ , + ~ , ~ , _ - " ~ c~ , _ ~ ~ ~ ~ _ , ~ ~ ~ ~ _ _
, . ; ; ~ ~ ~ - ~ 1 _ ~ A ~ ~ ~ ~ , ~ . ~ _ . ~ ~ ~ U O ~ , ; , - ~ _ a , ~ , I ~ PUB ~tt , LL ~
- ~ , '=y , \ - - , , , > SE ~ IMENT BASIN #1Q ~ ~ ~ ~ ~ ~ _ ~ . z ~ , _ - I Se~Yer Collection/EMtension; 5yst¢m p~~ H _ ~ ~
; , ~ , , , , , ~ ' „ ~ ; - ~ ~ ~ ~ DEI~UDED AREA =1.54 ~CRE ~ ~ _ , ; ~ ~ ~ - . ti - _ ~ ~ ~ ' ~ ~ UTILI y q ~ , y p, yster~i as shown oii_ _ ~1~ ~~~ACI~ATlONB AND OTH~R PUBLIG DRD a ' The Cit of Raiei h co(~sents ta the conneation and extefiston af Ehe_Cit;s ubtic sewer s' ` i this plan. The matenal~~.and constructiaPS methods us~d fai this pCOjec~f;~shalt"confam tq thA City~s Public _,.:.f"/{~~~',~T~ES, f~~~~~~.G S~~E1f.~-t~~ A~~ ~~~.{~~CAP ~
s ~ _ ~ ~ \ s,t , ~ • ~ ~ _ s i~ ^v ~ ~ ~ ~ ~ ~ ~ ~ " ~ ~ - . ~ UtilRiee Handbooks' ,sYandards a~d apeciticattons: ' ; ~ ~ HECKED ~ ~ RAMR{~ ~RE-TO BE CONS1`RUCTED ON ALL STR~ETS ~
~ , ~ ;;r, ~ _ /~Sf~ 1 ~ . . . . . . . " - ` ' , - ~ Cit of Ralei h~ ' r. 4 ' I ,\i;; AS S~'ECIFLED B,Y CITY ~CODE. THESE FACI~ITIES ~ GM M z P~aic ut~~it~es ~epa~tment Permit=# ~ ~ ~HAUf ~~EEN''A~?ROVED BY TNE CITY OF RALEIGH APPROVED °
~ . ; ~ - , ' fi~ 1 ;sr~.t~; ~ . . - ~ ~ . . . \ . . , ' 5 i' ~ . .:r',s r . . , ~ Constr~ct~on Approva~ AND -~;LL E'SO ~NSTALLED UNLESS A CHANGE o
f .1:'.C i.jF... - ' . . ' . , , ~ r ~ , . , , ; ' ' pH AS~S 1~ ~C~ ~I l. ~ : , ~ . y, ~ fi ' - „ , s GMM ~ , ; ' , ~ oate ' ~ ~ ~ H~ ' ~~1 ~,i ~ IS AUTHORIZED ~~BE ,WRITTEN APPRO~~L.,_ PUBLIC START DATE , ~ ; _
~ _ ; a7.. , y t ' = , , ° ; rk, ~ ~ ~ ~ TQTaL D,EN UDED~ ARE~= 34.31 A~R~ES ; ; ~ _ ~A1VIT R~ ~EWER E~ , ' ; ASEMENTS ARE i0 ~E' #~EGORD~[~ _ ~
~ ~ ~ ~t • ~ : , ; a t a fL ~ ~i ~ : a`, E i. ~ ~ ~ ~ ; ' _ _ . . , . ~ . i~ , - i 'J ~ ' ; PUBLIC % ~ ~ ~1L A~CEPTANCE.'; ~ , ~ , i ~ ~ I - - JOB CODE > ~ - ;Water j?istribution~Exten~ ~ tem ~ e~~~NAT~RE: ~
. ' ~ ..i'~~!.~~:1'~JS~. i . ; ~ `,,~t., . . . . : ~.t ~ . _ . . , : . . ~ . ~ ~ . . . . , ~ . . . .
i ~,,a\ . / . A n . . . . y. ; + ~~,~r ~ ~ . ~ ~ s ' - - , l ~ _ The City of Raleigh cor(sents to,Nie conrjecEPon nd exte si9cr` the Ci 's, public' water aystemr'os shoyui>om--
~ ti ~~fi ~ ~ - . t~~ ~ t ; .A . . A ~ . ~ l ti Lj; • ~ ~ ~ _ , - , , ~ , . ~ ; this plan. The maCeriol and~conshuctiofrs meth ds or ' proje, "shall conform t6 the~Cit~s'Publtc biilif~eg_Handbooks' standaFds and specifjcations: " -1-
, ~ , ~ , . , . . . . , . , , ~ . . , . i . , . ~ ;CHIEF ~GNEER ~ - D ING - - - - = , ~ CityofRalergh ~~Q~
~ ~~:H ~ , - , _ +.~~x ~ ~ ~ ~F~ ; \ Public UtiNttes $epahment Permit . . . ~ . . No ~ ` . 1= ~ PUBL.IC UILIT(ES~, /i
~ h~ ~~S ~ ,o, r : ~ 7~,~, ~ % . ~ . . . . . - -Carsiruction Approvol ra
i{ ~ ~ ~ ~ t . 1 % . ~ ~ . , ~ - " ' , i~ , ' . . \ ~ ~ : ~ ~ate - ~ 1'- TRAFF46€ 'fNEE - C C
. ~ A . . ~ . ` . , , , . , , , ~ , . . i . , l , ~ ~ . , . , . ,I_ CONSERVAfIQN ENGINEER '
co ~
0

,
~ ~ ! i ' ~ ' ~ / i . . ~ i _ i . , . , . ~ I ~
' , U ~ ~ , ~ ~ . ~ ~ ~ ~
~ . ! f , , i . , ~ ~ _ t . . . . , , / i . . . I I J ~ ~ ~ ~ i , . ~ i l ! ( r i ~ ~ I - ; ~ ' ~ ~ - J ; _ ,
~ ~ ~ 18 ~ ~ ~ - - ~ l f i / ; I . ~ . . ~ i t , ~ _ - - ` I 1 / ` i , ~ . , ~ ~ i ~ i _ : \ ~ . ; i' I . ; , ~ - ' ~ _ i . ; , ; : ~ . - - ~r' v,
, ' . r „ ' .__..._s _ ~ -CLEAR~NG ~ , ~ ~ ~ , ~ . ~
~ ~ , ~tS , . ~ 1 : ; . . . . . : ~ , S~LT', , ~oN-~1~tuR~ ~ ~ ~ ~ ~ U} c ~ ~ x ~ : , ' NEUSE RIVER , , ; ; j~ B~F~E ~`~'~,PR~
~ ~ i , i, ~ , ~ . i ~ i ~ ~ , ~ ~ ' ~ ~ i i . ~ . . ~ ~ . , • ~ i : - - ~ FENC~ ~ ~ R F.~S~MENT , 4~ ° ° o ~ ~ ~ F a = o
' a ~ ~ ~ ~ ; , , - TYP. ~ ' - , , , ~ , ~ ) ~ ~ ~ , , ~ -o z co ~ rn . ~ ~ y ~ . ~ ~ - ~ i ` ~ ' ~ - r~ " c ~ ~ cv rn
~ I I~ ~ I / ~ , , ~ U ~ N N (9 ' ~ i _ J . _ - . _ . ~ ~ ~ ,
~/`i I i ~ . , { ~ , . , . I~ ~ ~ ! ; ' i. . ~ _ ~ ~ i ~ ~ i • ~ . i ` , i : J ~ I ~ ~ . 1 i . ; - . i . . t , ~ i . . i~ . . . I / ~ 0 ~n O : , = ~ ; ; , _ , ~ . ~ ~ ~ z I I - , ,
. 1 . ~ ~ . . 1 _ - I - ~ ` ' ' . , ~ , ~ I I . ~ ~ , f.'i , ~ Y - ~ . 7 , . ~ - . ~ ~ ~ ~ ' - - _ J~ , . ~ . -i ~ ~ ' • ' ' ~ ~ . _ . ('.J fJ~ 1 , ~ , . ~ , , ~ ' i ! ; f~ co , ~ ~ ~ , ~ _ I ~ ` ' ' i r ' r ' ~ N I~
~ i ~ i ~.L~ . . . . . 1 ~ , 4 1 ~'i I , , t. ~ _ i _ ~ . . . , ~ ~ _ ~ ~ ~ ~ _ ~ ; ~ . ' d " ~ 1 i ~ ~ . ~ ~ , I; i r Q ~~co c ; - ~ ~ , ~ I , ; ' ' - ~ - , L ~ r ~ ~ , . _ ' `r ' ~f~
. ~ , ~ , ~ , , ~ ~ ~ ~ , , ~w(/~~~~FT , ; ~ - ~ ' ~ , `y~V4~ f , . _ _ ~ i ~ ' _ . : i ~ 'i . . I - ~i i I ; , ' , f , -t~ ~ , ~ ' - r ' i ' ; ' _ _ , _ .(V ; ~ . { , ~ ! , ~ I - , . . i,~„ ~ ' ~ ~ , ~ ~ ~ ~ ; i - ; RRQT~C~'IO~t a~ ~ ~ II
, , , , , , ~ ~~r ~ z~ ~ ~ , ~ i , , ~ i ~ ~ ~ , , I ~ ~ ~ ~ , ~ : i ~ , ~ , ~ ; ~ ` - " ~ ~ i - , , , . F: ~ i ~ - ~ ~ ~ o~ : ~ - _ , ~ , a , ; ~ ~ - - , I. , ~ ~ _ - ~ , , , ~ ~r ~ , : I - , ~ ~ _ , „ - r
: ' ~ - - - , ~ ~ ~ . ~ ~ . ~ , ~ _ - - - - , , , , ~ ~ ' i , ~ , , _ . _ , ' ~ ~ ~ - _ ~ ~ L~ _ . ; , ~ P~ ~ ~ , ~ ~ . s~ , t ~ w , , ; , ~
, ~ ~ ~ ~ , . ~ I i _ ~ : ~ ; , , ~ ~ , . ~ ~ _ i , ~ , , , ' ~ - - - ~ , : ~ ~ ~ ' - _ _ , , , , ~ _t _ . r , , ~ ~ ~ ~ ~ ' " I 1 , ~ ~ , _ ~ ~ , ~ + ; ' _ . ~ ~ , ~ ~ , ' , ~ = - ~ - ~ ' =
; ; , ~ ~ ~ _ . , , ~ ,i , ~ ~ ~ a ~ ; ~ , ~ ~ ~ i , ~ ~ , ; ~ ! ' i ~ ~ ~ i ' ~ ~ ~ ~ ~ , ~ - ~ _ , - ~ , , _ , ` ~ ; ~ ~ , , x , ~ ~ . , ; , , ; ~ ~C , ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ =r ~ ~ ~ r ~ ~ - ~ ~
- ~ ~ ~ ~ ~ ~ , , . ~ ~ ~ - . , , , ~;ti - i ~ , ° ~ - - - ~ , ~ ~ _ _ . ~ , = _ ~ , , ' ' --4 ° _ ~ ~ „ ~ ~ ~ ~ ~ , ' ~ _ ~ ~ ~ ; , ~ , ~ , ~ ~ _ i ~ ~ ~ - - - ~ ~ , ~ , ~ ~ ~ , ~
_ t , _ r ~i ~ ; ~ _ ~ _ ~ ~ ~ - _ ~ ~ i : I , , - W~ . . „ ~ _ _ ~ - _ , ~ ; - - . _ , ~ ; _ ; ~ i - - r ; - , ~ ~ , : ~ i _ _ ' 2 =j ~ _ ~ _ . ' ~1 ~ ~ ~ _ ~ , - ~ i ; : , r ~ , ,
I ~ ' i ~ i : ! _ . , ; ~ y _ ~ i ~ i ~ ~ ~ , i __i . - _ ^ ,i; ~ ~ f, . ~ ~ . . , I . , . ~ ~ 1 _ , y~C;, i ' ~ I ' I i ' ! i ~ ~i ' ~ ' - - .I - , ~ ~ , > _ ~ ' ` - i , _ - > , ~ ~
1 ~ ~ ~ . .L ' ~ ~i I ~ ~ i ; . . ~ I . , - _ _ >q . , ~ . , , i . ~I ' ' ~ . . ._l.. , .t_" ~ ` ~ ~ ~ . ~ _ ' _ . t. - ~ ' " " . , . . ' ' _ _ ~ ~ . ~ i . , i , _ f - - . i . I .r-,,x .c,r5 r . - . .n- A, " , - ~:,s ,.,o ~ . _ _ _ . . . . . - x- „ ~ y - ~ - . _ ~ ~ G . ~ .
_ ~ , , ' . - - _ ' I i ,i, i ' ' I ~ . . ~ ~ ~ ~I ' T ~ ~ . , ~ ~i - _ . ~ . . , . . . " n. 4 ' • ~ ' ' . - _ ' - ' ~ . - _ . ,i 'i , ~ ' . / _ _ _ ! - - , ~
i I, I i L i - _ * f,c _ i . ~ ~ . fy . ' - _ _ _ _ - L . . - ' . ~ . ' . ~ i ~ ; ~ , - { ~ _ _ X ~ r ~ ~ i ~ : ; , : ~ " : . ~ ~ ,i , \ ~ . `ti, „ ~ ~ , ~ ~ ' - _ - _ . ~ i ~ ~ - _ : „ ~ , . . , ~ , _ , - ? ' _ , ' . . : ~ , / , -
' I I ' ~ ~ ~ ~ ~ = , ~ i ,
t~ I! ~ ' , ~ , ~ ~ ~ , , , ~ ; ~ , ~ i I 1 I~ , . _ ~ . , , ~ ~ . _ ' i _ ~ ~ ~ _ ; ~ . . ~ , . ~ ~1 ~ i _ ~ ~ ~ i f % ~ ~ ` ' - ; ~ , ; . , ~ ' ~ , ; i , . ~ ~ , ; . ; J I I ~ ~ ~ r _ ,
_ I . : , , , ~ ~ ~ , ~ i ~ ~ ' ~ _ ' I , _ I , . , ; ~ , I. ~ - . - ii ' " ~ ; ; , . _ , ~ - _ , ; ~ ~ ' ~IMEN B~SIN ~ _
~ , , ' ; ~ , , . ~ ~ ~ ~ - , , ; ~ ~ , ' ~ I , ~ ~ ~ ' DENUDE -~~EA = 35 A~RE ~ _
S ~ , I ( `I i ~ , I , , ~ , , , ~ , . , ~ ; ~ , , _ , ~ ~ - - - , ;
~ i ~ ~ ~ ~ ~ I , , ~ , ~ i , , SE~!I{I~ I~I~` BAS~ #G I 1 i''~~~
, , , , I~~ ' f' l ' ~ ~ ~ ~ , . ~ EDfMEN~, A$IN 7 , ~ , ' ~ - ' , ' , ! ~ D UD' ~t _ _ _ _ - ; ~ ; . ~ ~N ~ D AR ~ ~ ~.'17 AC ~ ~ ~ \ ,
' i ~ ~ NU~3ED ~REA~ _ ~A2 CRE I , - ~ , - , - - ~ ~
; . ; , , I. , ~ i'' ~rs ~ 5 ~ . ~ . , , . _ ~
`,-t ~ ~ ~ ~ ~ , ~ ~ , ~.F.- . J f' . . - _ _ ~ 3 ~ L,/ / l . , ' . i . . I ' I ~ . . ~ ~L 1~. ~ I ~ 5 f t 5 {I :FI t T ~r W
" CLEARI ~ ~ ~ ; - ' ~ ~ a . ~ ~ ` ~ ~ l ~ ' I ~ ~ ~ ~ ~ 6 r I , f~ S ^ ~ ~ ~ 5 y . '1 F° .f :.~A' _ t ~ / ~
i ; ~ I , , , j) . kf,. .I. V J ~ f _ . ~ ~ ~ . ~.ti'~ 5 n ~ . ,f.. .Y , , . ~ i ~ _ . - J ~ ~ ~ a r , t
l ~ ~ ~ ~ ~ ~ ~ - ~ ' ~ I~~, ~ 4" , 5 1_7: ~ 1 , f ~~.'a..~ ~ ' `
- ~ ' i1 ~ ~ 'i ~ ~ , 'i ~ , ,'I ~ „ . 1 I'~ ~ '1 ~ , , , 1' ~ . ~ ~ t ~ 4 ~ ~ ~ 1 , ~ ' .f ~ I ~ ~ ~ - ~ ~t ~ t.~ .r r s. ~ i i I 4` s ~ ~ ` ~~~V ~QN , , ~ ~ ~
~ i ~ ~ , ~ , , ~ i'~~ ~ ~ , , , ; ~I ~ ~ , , , ~ ~ , , ~ ~ ~ ~ ~ ' `s i _ f s ~ ' .i y ~ 1 . ~~T • ~ I , . - _ - , . ~ ~ ~ , DIT ~ ~
_ 1 ~ ~ , , , - , ~ ~ _t ~ t'k: ` ' ~ ' ~ ~ . ~ _ ; . r ~ , ~ ~ ~ - ~ ~r -i ~ , . . , ; ,.J 4 ~ ~r Q ~ ~ . t : ; T~ ; ~ . . . ~ ~ i , . .a ~ , ~ 1 I 1 . ~ ~ . . ' .i . , r . _ i i ;
' ~ , Y"-. ~ ~ ~ ~ ~ f , , . , r ~ -f ( . ~ , . , . , 1;'' , ; , ~ ; ~ ; ~ f : ~ i ~ ; ~ ~ ~ ,
~ ' ° ~ - _ ~ I' { ~ - ~ ~ ~ ~ J , , = U ~ i .T'~ j i { ~ t3'~ I ~ . ! ~ : y , f 1 . ~ . ~..a' - , ' l f
~'l ~1, ~ -a - ~~~1 . . , _ , ~ . . . . ~ ~ ~ ~ ~ ~ ' t~ t 1 I~ ~ : . ~ ~ , . + - . , t 'F :i~~,,'.y ~ , , ' t ' Z - ; ~I ' ~ ' ~ _I ~ ~ ~ ,-f ~
,A ~ " , 1 t ~ ~n~- ~ ~,F ~ - 1 ~ ~ _ y ~ ~ " T T- . ~ . ~1~~~ 4 i ~ . ~ _L . I ( ~ _ ' ,...T_.
~ ~ ~ , , ~ ~ - ~ ~ ~ ~ ~r~ - ~ _.ti:u y ~ ~ ~ ~ ° , - - 1 , ;1 , ~ _ _ _ _ - ~ i ~ - _ _ 1~..`:.~~~. ~.:I 4 - _ ~i_ _ 1 _ ~ . n . . . ~ n ~.t ~'zn. ' n r 'r .r~.. i ~ . . ..1: ~xa ~ . i ~ . . . _ _ . _ ~.,_:iv . . .ry. • . " / ' ` _ t _ . t ~i_ t w,~.i._ ~ ( . . . ~ ,.J , ..r-.~.-.c - " . . ~~i . i... ~ / . , r.=.,~. _ _ . , , i ~ . ..___y... ` __....r_"."._ _ _ ~ / ' . .-i._.__...._ . ~ ' _ _ " _ " W _ _ ; , ,
~ - ~ - ~J ' . ' . . . - - ~ - ~ ~ ' ,
' ~ , ~ : ~ . ; ~ ~1 ~ ~ y , . ;t . ~ i ~ ,r ~ ~ ~ ~ - _ ~ ~z ~ ~._JJ ; - . - , , , _ ~ , , ; , , , N , _ _ ~ ~ ~ _ , ; ; , , , ~
: i i \ ^ ' • ~ . ~ ' - . _ _ ' ; . ~ / ~ ; - _ ~ \ -r ' : ' - - _ ~ _ _ - _ _ ~ ' . ~ . ~ . ` . _ ti ~ . . ~ . ' . . , ~ ~ , , ~ ~ i ~ , ~ ; , _ , _ , _ - _ _ , - - - .-~n ~ O - ~ - . . _ ~
/J~\ . ~ _ . ~ . , . . f . ' \ ' ~ ~ I ~ ---r ~ ~ I ~ ~ ~
I / ` / _ ' 1 r'i~. . ~ / . . ~ ' II f ~ ~ A . . 'q I ~ i y' -~t~. I ; ' ~ ~ 4 ~ \1~ M . ~ h ~ rty"' , ~
~ \ ; ~ , i" ~ i ~ ~ ~ \ ^ ~ . ~ . I , t I $ . ~ > `w d, ~
'a ~ ~ ~ ~ ~ , , , , , , , _ ~ _ , ~ ~ , ~ . ~ - _ ~ ~ . ~ ' F t . n ~ ~ ~ , .r . I ~ x , ~ , L~L~ ~ ~ ~ ~ ~ ~ .
~ , ; . ; . ; ,2, - , ` ~ ' - , ~ ~ ; l ' ~ ~ ~ ~ P I . . , , "N . 1 _ \ IM T IN D E BAS , ~ ~.j ~ N , I~~ R~I N D ~E S 0
, ~ • ~ , ~ ~ / . . i \ ~ ~ ~ ~ ~ ~ _ - , ~ , , EN~UDED I~EA - 3 ACRE ! ~ A 1'~CF~ ~ ,
~ SE IMENT B ~IN #9;~~ ~ ~ ~ , , , , , , - , ,a , ~ ; , , . ; ~ , ~ ~ - ~p~. , , - , ~ " ~ . - _ - - ~ _ ; , ~ ,
DE DED.AR . =4:0 GR~ , , . , ~ ~ _ , _ , _ , . ~ - , ~ ~ , ~ 1 ~ ~ ~ ~ - - ~ ~ . ~ _ ~ ; , _ _ _ _ . , ~ , _ , _ , ~ , - . _ , _ , ~~~~~NON DIS _ , , , ; , , ~ _ , ; . ~ - ~ ~ ~ ~ ,r ~ N~USE R
, ~ _ ~ r - , , , ~ . , , ~ , - ; , , ~ ~ -.~.i ~ ~ . , ~ , ~ , .t ~ ~ ` _ , ~ , ~ -•-,-s-~---~- ' , ' ~ - - " - - - ~ _ ` J,,; , , ~ BUfFER EAS ~ _ ; , . , - = - - -
, . _ , - ~ ~ ; - - - - ~ - , , - _ _ , . , - EF~ , ,a _ ~ . J ; : - - ~ _ , , ~ , ~ „R~ o i _ , ~ ,
~ ~ . ` ~ ~ ~ - ~ _ ~ ~ ~ ; ~ , ; ; ~ " , ~ , _ _ ~ ~ - - , . , - _ ~ b~ - - _ , `~..1 - , ~ _ , ~ ~ , ~ r~ ~ ~ ~ _ ~ ~ ~ , ~ ~ . _ . . . o ~:9 . ~ . . ~ . ~ _ ~ ~ ~ ~ . . _ . , ~ , . . . .
. ~ - . ~ - \ ' ~ 4 ti ~ . ' , ~ . . - . ~ + ~ L4, -,~l rI ~ - _ _ ~ . ~ ~ ,~k ~ ~ ~ ~ ~ j, / . _ I . ~ r' j i . , , . . . _ . . L~` % -l~,,ry _.yr~t - ~ ~ ~ . . . , ~ I ` j ] e,. _ , , . ~ , ~ ' I '
- ~ . . ; .e , 1 _ _ ' ~ ~ . _ , . .~r . ~ . ~ . _ " - . ~ ~ A . ' ~ ~ !I~1 T~A` - 'S_ '~1 ~ / . . I r. .H ..:L~., i ~ I ~ , 1 - " . . ~ ~.r ~ ~ , i r ' ~ f ~,y-`~"-~."--=-=; . ' ~i. ' . I ~ ' '
~ ~ : ~y ww.~ / _ _ ~ ~ ~~,i v4~, .w f ~ , : ~ ' ~s,, ~ _ _ CL ING ~ ~b~ y, tl,,~ t~` • " Y ' , , 1 ~ t ! i i i,i~~i if, _ . . . ~ . ' . i _ - ~~u ~ ~ ~ . _ ~ ~ ~3I~~' D~TENTI~ , ` . _ _ - _ ; ~ , , - , ' -
/ /k. L . ~ ' r.._ _ - _ I'' 11 I ~ ~ ~ a r n. x• i , ~r ~ ' ~i L ~ i ri , ~ ~ . y . - . ~ . . ~~j , ; ~ i j,,; ' PC3~Iq ~ - ~ - ' s %
, tr ~ ^ ; (i - r . . ~ ~.yV _ ~ i; U: ''''i ..l~-~'"' ; r-+ . , ~i . - . ~ " i . _ _ sI - - , 'C~- - i , ~ i' ~ , , - ~
e~ / - . \ _ - ~ „ ~ ~ ~ ~ ~ - . ~ ~ . . _ ~ - ~I ~ ~ - _J
~ ~ . . ~ , ~ ~ , _ . . c'r' , ' - " ' 3 ~ ~ , , ~ _ z,. , ~ ' ` ~ ~ ~ _ _ ~ , - ~ ~ ~ ~ ~ ~ _ _ ' EE DETAIi.
, ~ - . _ ~ ~ - ~ ~ ~ - . - ' ~ f ' , ' . - _ -c, - v,~~l ~ ~ ~ ' _ . ~ i,.. . . - , - - - - _ ; S ETS C-9lD-~ 0
~ i ~ ' - - - ~ E ET, _ _ _ SfLTI'FftEE , , , E ETAIL _ ~ - - ~ ` PROTEC~'ION , ~
~ ~ - - SHEETS Q- , , : , , ~ , _ SHEETS Q-91D-10 ~ ' , FENC~.
, ~ - _ - _ . _ ~ „ , _ ; , - ~ , , . - . _ ~k, , , , / ~ ~ ~ ~ ~ . ~ ~ ; ~ t. ~ ~ ~ _ ~ ~ ~ _ ~ TYP. ~ l )
: ' ~'J ~ . ~ ~ . . P - , . , ~ - ~ . . , , , ~ '
. , - - - ~ - - ~ ~ ~ ~ ~ ~ . A ATI N TA € _ SEDIMEN~T ~ T~ ,AP C LCUL 0 Bt ~ ~
~ , P ~ , ; - , , , . , , ~ MIN ~~~~=.t, 50 00' , D,fNUDED T~OTAL~~ A EA Q10 REQU:~ StiRFACE AREA REQU. VbCTJIviE WEIR' `
, , . TR AP~ - - ~ ~ , ~ , ; ~ T~Ap~~`, AREA ~ AC DRAINAGE C ~ FS ~:~1,X ~Q10 ~X 43 560 TOTAL D.A X 1 815 L`~FT) W{FT) D(F7) ~~~BASfN TYP.;E• ;.ENGTti'~,- -t..
~ ~ ~ _ ' r ~ , - ~ ~ _ „ ~ , ~ ~ _ , , , ~ ~ . ~ _ ~ ~ , ~ , '~~l- ~ ~.73 , 0.73 .30 7.8 q:71 7 SQ.F~, 1,314 CU.FT. 4 ~f} 3.2 ~ STANDARD. ~0.0' = - _ , ; ~ ~
„ - ~ . , ~ - ~ ~ t / , 2 , ~ r ~ ~ , , ~ _ i , . "u.77 ; t~~t . Q ~ ~ ~ ~ , RISEf~ 24.0' _ , , _ .30 2~.a4 11,1 S4.FT. 13,860 CU.FT. 15Q 75 3.2 '
- - ~ ~ ~ ~ ~ 3 ~d - i , ~ ~ . - ~ ,I - ~ ~ . ,t.15 , 2.15~ . 7.8, 'b.~ ~.,`,1 3.6~0-6li:FT. 6& 34 3.2' ANDARD 10. ~
, `i DIV SION . ~ ~ , _ - , , _ - TCH - _ - 4; ~ ~ , , . , ~ , , - ~ 4`' 0.55 0.55 ; 30,' 7.8'; 1:29 `,56Q Q.F'T. 990 CU.FT. 34 17_. 3.3 STANDARD 10.0'
, , - _ . . , _ - _ ~ I ~ ~ , } , p- , , , - _ 5. ~.3~ 4.23 . 0 7.8'i 9,90 `4,~06 S,FY:. 6,~30 CU.FT, 94" 47 2.9 STANDARD 10.0' ~
i . ~ ~ , i 6 G i ~ ~ ~ ; ~ ~ ` 6 3~1;~" ' 6.17 .3d 7.8 14.44 6,28~ SQ. T. 5;~f36 GU.FT. 114 57 2.4 RISER 14.9'--. ~
~ ~ i , ~ . _ ~ ~ - -
~ ~ , ~ _ , ; - ~ ~ „ , ~ , ~ i ~ 7. ~'4.~3. ~ 4.23 .30 ~7.8_ 9.90 ~ 4,306,-~Q.FT. 7,614 CU.FT. 94 47 3.3 STANOARD ~ 10.0' ~ PHA~ 'S ~ , , ~ iI _ ~n . z
~ ~ ° 1 ~ - $ - _ ! ~ , ~ 2;03 2.03 .30 7.8 4.75 2~Q67 SQ.fT. 365~ Ctt.F~~_ 66 33, _ STANDARD 10.0' _ TdTA~ dEN~ 3.2 pEp AREA 34.31 AC~E~S o N
~ CLEARING 9: ; ~ ~ . ~ ~ ~ ~ - ~ _ , - ~ , i • i ; ; ~ 9 4.02 ! 4~02 .30 7. 9.38 4.082 SQ.FT. 7,218 CU.FT. 92 46 3,3 STANOARD 10.0' > . " ~ - W ~ ~
- ~ ~ \ _ ~ ~ ~ , ~ , , ~ ~ ~ ; , _ - _ , i , ~ - ~ ~ i.., 1,~4 1.54 .30 7.8~ 3.60 156$ SQ:FT. , 2,792_CU.FT. 5& 29 3,2 STANDARD 10.0' - l ~ . ~ ~ ~UU1 IUIIIIIlf Il1 ,
, ~ ~ ~ ~ ~ ~i ~ 1-a , f.73, _ 1.73 .30 7.8 ,4.09 1,761 SQ.F~: 3,114 CU.FT. _ 60 _ 30 3.3 STANDARD 14.0'__ ' _ ; _ ~ ~ ~ e _ _
~ + ~ / ~ ~ ~ ~ a ~ i t ~ , ~ ' ~ ~ / , ' ~ ` ~ ~ ~ / , , , - - }2 . .~1~, ~ .16~ .30 7.~ . ~ 21~ J S .FT. 10.0 ~ ~ ; ~ - ~ . ~ i~ U ,2 6 2 8 05 Q 3,888 ~U.FT. 68 34 3.2 STANDARD ~ ' ~ ~ ~
, ~ 2~ ~ ~ SE I ~NT B ~ #17 ~ " 13 13 ~ ~.50 - O.aO ~~~,3Q 7.~, 1. 7; ~ 5t39~',SQ:FT. ~ ~ 90(9- U.fT. - 3~. 16 STANDARD 10.0' ~ ~ ~ ~ _ G 3,3 ~ o ~ ~ _ = N _ . d -j °
~ Q ~ ~ ~ - - - ~ ~ ~ / ~ C~ ; ~ € ~ - i~_ , ~ ~ DEN ~,fi~ED A -1.00~~ ACRE ; , i , / ~ , 4 , 1'~ , . ~ , . _ , _ d : Q . ~ - - - _ ~ 14 ~A:~1 ~:b1 „ ' .30 , T:~:8 . 9.~9 4,Q8~ SQ.FT:. ~ T,~L8 CU.~~---, 92 4fi - - _ _STANE?AftD- - ~4q-- - - _ _ ; > ~
~ ~ j ~ ~ , ~ I % ~ ~ ~ ~ ~ ~ 15 _ _ ~ ~ ; Uj W ~ cv ~ 15 ~ 0;~9 ~ 0.~~. , '~3Q ~7.8, `2 08; ~---906 S~.FT. , -q~~Q2 C~1:F.T. ~ ~k 22 3.2 STAN~ARD 10.0' _ ^ y~ ~ ~ J ~ d" iri
/ ~ ~ ,~j ' ` - ~ ~ ~ ~ ~ ~ 18 ~ _ ~ . ;,il'i W ~ ~ ~ ° 16 1.48, f;48 '-.3Q, 3 4fi ; _ 1;507 SQ.FT., 2,66~ CU.FL 56 2$ 3.2 STANDARD 10.0' f N ~ .
U / _ ~ - t7 , ~ ~ ~ ; ~ ; ~ . ~ :!IfN ,y'~ ~ ; _ , , , _ _ = • - ~ ~ ~ ' - " - - I-
~ SEDIMENT 6~?SIN # ' , ~ 17 ~.00 ~:00 ~~.3~0 ~ ~~.8 ~2.34 1~ Ot~ SQ.FT. ~ , F'fi:~ ~ - - ~STANDARD ~-1-0:0' - ~ '~r„~, ;1 ~~c~ m ~ ~ ; ~ ~-1L800 CIJa 46 23 3,3 1 ~ e~~ U{ cu . ~ y~~+~~ , , . ~ i~ ~ , ~ • , ~ ~ - Z Q J 111
; ~ ~ ; DENUDED-AR 2.16 AG~RE , ~ ~ .t ~ I I , . a~ _ ~ ':s.- . ~ _ . ; ~ . ~ ~ ~ o, , _ ~ _ ~ - _ ; ~ - - O ~ Q ~ ~ ; ~ , ~ ~ ' ''V ~ , ~ - . ~ 00
~ ~ ~ ~ " ` ~ t \ t'~
~ ~ ~ ~ ~ ~ ~ ~ . ~ , ~ ~ - ~ „ ~ . , , _ ~ , ~ ~ ~ ~ V UTILITY~~IN~~~~~LATIONS AND `OTH~R~h1~BI.IC - - W - ~ ~ ~ ~ _ ~ ~ - ~ ~ ~ , ; - ~ _ _ . , ~ ~ FAGLITIES, INCLU~Itd~_SIDEWALK~ AND HANDi'CA~~ ~ ~ - ~ ~
~ ~ _ - _ ~ ~ ~ , , ~ r , I : ~ ~ \ ~ ~ ~ Q 1~.1 ~ , ~ ~ ~RAMPS ARE TO BE CON~iRUCT~~~ON ALL STREETS - U J ~
~ k~ . - , _ I ~ , ; .j ' ~ ,`i',.:, ' ' ~ ~ ~ ~I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ AS ~SR~CIFIED BY CITY CODE: ~-~H~,FACILiTIES ~ Q ~ , ~ SEDIMENT A
i., , _ ~ ~ ~ , , ~ ~ DE~IUL ~ \ ~ - , ~ , ` ~ V ~ ` - HAVE BE~iJ,APPROVED BY THE CI~Y OF RAZET~Fi~ , ~ ~ DEf~UDED AREA =1.54 ACRE ~ ~ ~ ~ _ z o ~ AND SHALL BE SO.fNSTALLED UNLESS A CHANGE W W N ~
: ~ ~ ~ - > ~ ~ '1 _ - r , ~ ~ ~ - _ .t . ~ ~a ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ' ~ ~ ~ IS AUTHORIZED BE WRI~TTEa,APPROVAL. PUBUC ~ ~ tn ~ ~ PUB~I~ ~SeweR~o~lectio~~EXtension, 5yst~ ~
, ~ _ ; _ _ I _ _ ~ _ , ~ ~ , i~" ~ ~ _ ~ w ~ ~ , ~ ~ ; ~ ~ ~ _ ~ ~ ~ ~ ~ ` _ SANI~T~ARY SEWER EASEMENTS ~A~E Tf}-$E RECO~DED ~ ~ ~ Ths City ofi Ralelgh consents to the~,conr}~ction and,~fe~sion of,th~,Citys pu~1(c sewer system as wn on ~ c~
, , ~ ~ ~ , ~ ~ ; ~7-~ , _ ; , , i ~ ~ ~ ~ 1, ' 1J~7"~~ ~ 1 Y':tS ~ - _ ~ ~ Ihis plan. ~The materia(~~and cbnstructions`~metl~odsl~s d~or this~~project'shdil ~pnfor~n to tF~e Clty's P" ~ ~~R~~R T~~~~G~A~ ~1~~EPTA~}~E. z Utilities Hantlbooks standartls ond specifica~ions:' ~ ~
A...-- ' ' ~ i_... - i~ ~ ~ i: 'w;.f a 4~~, ~ ~ . , . K:~~ t x i' i SIGNATURE: Q~ 3 ~ \ : ~ , . , ~ , ~ . , , , , a ~ ~ ~ ` ~ D R D ; _ . , ~ ! City of Raleigh ~ ~ _ ~ _ ~ . , ~
~ ~ `~i: i s x % , ~ . . . _ ,.4.> , . 3+ i ~ S:' ~ _ 1.~" ~ '~f. 1 <~~£S~ ~ ~~S' t ~~6: ~ , ~ . ~ PNblic Utilitfe~ Departme~t ~grmit ~ T~~ , - (',fj~(',KE~ ~
~ r~ "_r ~ ^ - + ~ . 1 ' ~ ` } i'~~` - ~ ~ i t r} ~ ;'~z t'~6 ~ ~i` zi ~ ~ ; { ~ ~ ' ~ ~,~u. ~ ' , , ~ ~ - ~ ~ ~ ~ ~ C~HI F EN ~IN ~ u~i Cq~natruction qpproval ~ ~ E G EER _ G M M z ,
~ ~ I --r~_ x~ $ " r > _ , , ~ ~ ,:r ~'~G~. Y°, - ~ ~ , . , T ~ i.. r,~, . ~ _ ~ odte ` ~ ~ - ' APPflOVED ° PUBLIC UTILITIES . _ ~
, , , ~ - ~ _ , , - " , _ , ~ , , , - a' p , , ~ , _ ~ ~ ~ _ . , _ I ' ' , V _ . ~I" ~ i~~ r` . . . , ; ~ ~ ~ ~ ~ \ ~ ~ ~ ~ , A G M M o PUQLIC ~
- ~ - - . ~ - _ . - ; , ~ ~ / . , . . ~ - . : . '~a : - ~ - _ ~ ' + % i I ~ ; ~ 6ti - ~ .i.:~ 5'~_ ~ . ~-i~ - ~ START DATE i ' ~ ~ Wa~er Distribution/Exiens{on 6yste~r;,~ ~ ~ , _ TRAFFIC-~NGINEER ` ~ ~ w , . . . . ' . ' . J ~
I ` Y ~i.' ~ ~ ~ ~ ~ - i' _ . . I ~ k' . , , . , ~ ~ ~ ~ ~ _ ~ _ ~r ~ . - ; , i i : ~ ~ it~'`~"~~~ . ~ , ~ . ~ ~ . _ . ihe Cit of Rdei h consents to th wn ection and eztension o1`the'Cit's bIi water`s tem os show on . Y 9 q Y Pu Ys g ~ H . this plan. The_material ond constrl~ctions methiods used for th~s project shaq ~form te fhe City's Pupiic C~NSERVATION ENGINEER J B CO >
, . , - . . , ~ ~ ` , II4ilikica 41nnAhnn4c a}nnMrrla nnA h ifnnfinno- ~ . . . , . ~ . . , . ~ _ ~ \ , ~ , O D~ I-
_ ' . _ . \ . , \ ~ 'City of Raleigh I 1V , ~ 11 , A Q
- - ~ ~ ~ ; Public Utilities Department Permit # I I - ° ~`rR'~#~'H~-SC~~-
i - ~ 1 . ~ I '9! Constructian~Appioval DRAWING ~
. ~ ~ ~ , i \ i S ' NT; ASIN #1~3 - ~ - _ , 60 ~ . ~D 36 60 120 240 E Date I NQ. 41 L
~ ED~' EA = 0.50 ACRE CO S
1 _ C
IN FEE~ 5A
i inch = 60 ft. CD r
0

r , , ~ , ; . ~ ~ ~ ~ ~ ; ; ~ ~ , , , ~ . , ` ; , , , , a d . ~ _ _ . , ~ , . , ~ ~ , x, ~ , ~ ~ - - . - ~ ~ . , . ~ , ~ ~ r, „ ; k ~ ~r , >r ~ _ - ~ _ - ~i ~ . _ . _ . _ ~ . - . , . U : I -
~ 1 ~ i ~ . , . ~ , ~ / ~wv, , , , , , ~ ~ . . ; ' / : ~ : . , ~ ~ ~ - - „ ' ~ , ~ , ' . ~ ~ ~ ~ ~ ' ~ ~ . ~ x. Z.~ ° ~ _ . , ~ ~ ~ . , . ~ ' ~ ~ , r~ ' ~ ~ , - ~ ~ ~ i - , ~ ~ ~ ~ i ; , t ' ~ . ; ~ ~ ~ _ ~ _ - , ~
~ ~ ~ : . `e, ~ „f W7. " ` , k~"x ~ , ~ r, r~ - U. ~ - s+ ~ ~ ~ ! . ; - 'i.~~. 4 4 ~ ~1 4 ri . ~ _ _ . . ~4 ~ . 4 . . ~ . ~ ' f \ ~ % ' ~ i i' . i ~ C~ ~s' ~ , I 1 1 ` ' . ~ L + ' ~ •y ~ . \ ~ -'iy ' / i' _ ~ _ , ; _ _ LEARING ~ ,~~~y ~~~~~-o~~ ' ; ~ ~ ~ _ _ _ _ ; , _ ~ , _ ~ -
, ~ i , , , . . ~ ~ i~. , .4 r ~ ~.i, ~ ~ . . q~-. ~ ~ 1 },d fE~~ .A'~ ~.N i ` ~7f / . i ~ . ' . ~ T , ~ ' 'f 1 Y ' - j ~ ~ . X ~ ~ ~ ~ , ~ ~ " . / . ~ . t I ..~M~ . ~ • _ - . ~ ~ _ ~ - - ~ . j - a~ a~ a~ , , , , „ , ~ j >
, ~ , ' ~ 1 ~ ~ , , ~ , , . - ~ ~ ~ , , _ , ' ' r , r~ , " _ - ~ i ~ ` ~ ~ , ~ , ~ ` _ ~ • , _ r. . ~4 - ~ , ~ , ~ - i ~ , ~ - ~ _ x ~ , c ~ ~
~ ~ , , ~ ~ ~ 2 ~ ~ r - ~ ' ~ ' , , ~ ~ - - . , , ~ . ' Y ~ - , , : : , i, ~ : - ~ ~ „ 1`~ „'--5~ ~ - _ ~ _ ~ o 0 4- a , _ ~ _ . , ~ ; ' , , ~ ,
~ ~ ~ , ~ ~ , , , - d:: ~ ~ _ ~ ~ r ~ > 7`;k,. - - - Y 6 ~ ~ ~n. _ ~ ~ ~ V, a~ ~r . . . _ . , . ~ , , ~ l..~ 1~ - • ' ~ ~ - _ ; ~ _rn.~.~ _ , - ~ ~ ~ ~ ` -o co f~ o~ - ~ ~ ~ , ~ ~ ~ I o
J ~.J A , - _s,_ _ _ ~ „y ~ ~ _ _ _ % _ _ , ; ~ ~ ` ~ ~ . ~c, . , ; ~ , ~ . ~ _ - ~ - ~ ~~Nrn , , ~ ~ ~ ~ ~ ~ SlLT '~tEE , v _ - ~ ; ! , , ~ - ~ ~ ~ ~ ~ ~v cv co . ~ ~
~ ~ , ~ ; ~ - J~:, - = - ~ ; ; , ~ . 1 - , r , ~ ~ ~ `r r ~ ~ ~ ~ ~ ~ ~ ~ ET~1L ; ~ ~ Z ~ PROTECTION ~ o ~ ~ ' ~ ~ ~ I I
, , , r • , ; - , i ~s ~ A~~ i A ~ 1 ~ ~ , . _ ` l ~ ' , _ - ~ ~ <x, _ ~ - i ,r„~ ~~~~~s ~=s~~-~o FENC~~~ ~ - ~ ~ z ~ ~ ~ ~n ~ ~
~ ~ ~ ~ ~ v ` t ~ ~ . ~ ' i . , ~ - . , ~ , . _ ~ ' t' , ~ .,1 ~ _ ~ ~y, ; _ i , ~ _ ~i ~ti , y~. ~ ,j ~ / g ~ ; ~ . ~ a . i , N ~ ~ ' ~ ~ (TYP.~ ; , Q m ~ ~t o0 , , , ; , ; ~ ~ ~ ~ ~ ~ , , ; , , ~ _ , : i , , , ~
,1 ~ .r ~ ~ - . ~ . ~ . ~?~Og 4. . . ~ ~ ~ , , ~ _ . , ~ , . ; ~ , _ : _ ~ x f r ~ , _ _ . , ~ N ~ ~ rn '1 \
, i ~ - ~ ~ r, . . . ~ . , - - _ - ' ~ 1 ~ ~ I ` , ~ , ~ , ~ ~ ~ ~ ~ . . ~ ~ ~ ~ ~ ~ ~ ~ 4~ 6, , , - ~t ~ ~
~ , ~ - - - _ , - > i ~ ~ , ~ , . ~ , ~ _ \ ~ ; ~ ~ , ~ ~ 'i ~ ~ ~+,Ed' ~ ~ _ 'F _ ; ~ ~
, , ~ ~ ~ ~ ~ i~ - ` ~ ; ~ ~ ~ , ~ - . t ~ ~ ~ ~ _ ~ ~ ` , ~ . ~ ~ , i , t _ _ ti _ ~ , _ _ ~ , ~ , , ~ , . ' , ` ` _ - ~ W ~ ~ ~ ~ ~ ~
~ , i ~ ~ ; , ~ , ~ _ ~ ` ~ ~ , r.. ~ ~ ~ i ~ , ~ ~ , , ~ , ~ ` . ~ ~ . ~ ~ „ , ' ~ ; , , , , , . ~ ~ , ~ ~ ~
, 1 _ - ~ , ~ . . _ ~ , 1 ~ ~ ~ , _ ~ - ~ ~ , ~ . ' ~ - , ~ ; , , , ~ ~ ~ ~ U _ , , . ~ ~ ~ ~ _ _ ; , ~ . , ti ~ , - _ ~ L , _ .
, ~ ~ ~ _ - - - ~ _ . ~ i , ` ~ D(V S10N ~ , , ~ ~ ' ' ~ 1 ~ ~ ~ , ~ . , ~ . ~ ~ - ~ ~ ; ~ . , ,
. ~ - , _ ~ ; , , , _ ; , ; , ~ . , , r ~ ~ . t ~ ~ ~ 1 ' ` ~ ; , „ ~ , _ - ~ ~ ~ - - _ ` ~ _ ~ - , , - . % ` ~ ~ , -
~ , ~ . ; , , ; _ _ „ , _ _ , ~ ~ ~ _ , , , , i ~ , , ; ~ , . - , , , ~ , ~ _ - , ~ , , ~ , ~ . , ; ~ ~ - _ _ _ _ _
, , , ` ~ 0 ~ ~ \ , ~ ~ 1 , %A i , , , ~ _
, , : ~ . , _ _ _ ~ - _ J. , . ~ , ; - . ~ ~ , ' ~ , ` ' ~ ~ ~ - - , , „ , ~y ~ ~ , ~ ~ r ~ ~ ~ , ~ ; ~ ~ . _ _ ~ i . r. ' ' ' , ~ ~ . ~ , a , ' tf ~ i ~ ~ ~
~ ~ ~ \ 1 ~ , . ~ ~ ~i _ _ _ , , . ~ ~ . . - . , , , . . , . _ , ~ ; r ~ : _ i . ~ ~ ~ . : . ' _ _
` ~ ~ ~ C ~ \ CLEARING ~ ~ ~ A ~ ~
, ( , ~ , _ ^ ~ ~ , ~ , ~ ~ ~ , , , , ~ ~ ' , , ~ _ , ~ ; r i ~ ~ ~ , ~ ~ ~ _ - ~ 1 ~ - - - , II ~ , ~ _ _ i , " . ~ ' . l ~ ,
_ ~ ~ , , - - ~ ; , ' „ / ; I ~ , _ , , ~ , . ' ~ r ~ , ' . . . . - . . _ _ ~ ' ~ ~ ~ 1 . ` i ' _ . . , ~ . , ~ ~ ~ i ~ - ~ " - ' ~
~ ~ ~ i / ~ ` ~ ' ~ ~ _ ~ ~ ~ ~i , i ~ , ~ .
- ~ ~ _ - - , ~ ! / ` - _ , ~ ~ ~ ~ . ~ i ~ ~ . . ~ ~ ~ . 1 , , i a , , . , ' t. ~ . - : , . % \ ~ ~ i ' ~ ' ~
1 ~ ~ ~ ~ ~ ; ~ ~ ~ SE - ~NT B 5 #47~ ~ ~ i, ; ~ i ~ ~ ~ \ , ~ . , ~ . . ~ ~ i ' \ ; , ~ ~ , i . . 1 ~ ~ . - . y . - ' . . 1 f. _ . , ~ ~ i ' ~ , . ~ l ~i ' _ . _ _ ~
~ ~ ~ ; I 1 - ~ ~ . . . ~ ~r-~, ; DEN ~ ~ ED -1AO~~~,ACRE , / , ~ , ~ ~ ~ ~ - ~ ~p . . ~ . l , \ ~ \ ~ ' . . - . , . . , . . 5~ ~ _ VU~I~ BBNE! CO~~CC1~00 !00 $y6~241 - -
. . . ; ~~q ~ _ - - \ - " ~"J1: ~ ~ , ~.,1 , . - ~ ~ The Cit 3f. lei h con nts to the' nnec~ion nd extension of th i' y g se eo a e C ty s public sewer system as shown on , 'khis plan. T~i~naterlal dnd canstructiahq methods used for thls project shall wnform to the City's public
~ - Q' Q~' ' ~ ~ , _ ~v ' _ 0 ~ " ~ _ , ~ kr `l ~ ' , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ ; . _ ~ ~ . , , _ ` ` 1Jtilities Handboak ~ etandards'and specifica£io[~s: - " ' . ~ ~ . ~ ~ ' I ~ 1 \ ~ ` ' _ - I_.1J
_ , , , ~ ; _ r ; ~ - ~ ~ r ~ ~ ~ ~ ' Q ~ ~ ~ A ~ ~ . . , ~ ~ EDI ~ , _ , - ~ - Y ~ ' . ~ ; ~ ' S MENT B SIN # . _ ` ` ~ ~ity of.Raleigh , . ~ _ _ ~
~ Y , ; i ~ ~ ~aG ~ , ~ Q o o~ : ~.~;a;~~. , ; ; DENk1DED A 2.16 ACRE ' ~ ~ ~ Publk, Uti'htles ~e artm~nt Pe7r~dt ` P ~ U} , ~ ~ , ~ , - ~ ,
; _ - 5~.0~ c~ ~a _ _ _ ; ~ ' ~ , ~ . ~ ~ ~ , ~ _ , - _ - , , i , Q , ; ~ _ ` C~strlickion APprovdi~ . _ ~ ~ , ~ - ~ ~ - - . . ~ ~ ~ ~ ~ , ~ , ~ ` ~ ' ~ ~ „Qa~e ~ ~ ~ , ,
~ ~ i ~ t _ a- ~ ` ~ ~ ~ ~ , ~ ~ _ ' \ \ _ ~
~ 4 , , 4 ~ ~ _ . ~ y - , ~ ~ ~ ; , , ~ . , % _ , ~ j ~ ~ , ~ _ _ ` ~ ~ A " LL ~ ~ \ PUBLIC - -
~ I . , , \ ~ u ' ~ ~ ~ . , ~ , , i ~ . , r I ~ ~ ~ ~ ~ i i ~ ~ - ~ ~ - ~ ~ ~ 1~~ _ ~ , ~ ~ Water Distribution/Extension System ~ ~ . A ~ ~ L ~
! . ~ . ~ ~ , I'~ ; _ ~ _ ~ ~ l t a: .t 3~ . SG ~~''~MENT BAS~N ' Th:e City of Raeigl~ coi~yents fs the csnnec on and extehsion oi the Citys public water system as shown od , .~v . this .plol~, 'Ihe mat ia and cronstruction~` hods used fat-this project shall rnnforrtv-Fo #k~e Citys Pub}ic I
i , l i i , i . , . . .1;" r ~ ~ , ~ r,~, a t ; ~ k ~ DEf~UDED I~REA = ~ .~4 pCRE , ~~,~t~~ ~~~3~ ~~da~~, a~d 9~e~~f~at~~, . , U ~ , ~ ~ I ! I -/7 t..f. 1:N r r . . •~h ~ \ - ~ l 1 I ; 't } C~~ Y bf Ralei9 ~
- a' ~1. +''F f° I' ' ~ ~ ~ i ~ ~ _ , Y. : :o ~ e iz ~ v . . . Pt~lNic'Ublitles ~e artment . it ~ P ~ta ~ ~ a% , ~ "v . . . ~ . ~ . .
~ ~ ~ ; r ~t ~ . , - ~l. , ~ i, 1 / , , o ~ , Yy~' ~ t ~ ~ i' . ` - ~ 7 ~ ~ ~ 6':'~ ~ ~ ' onslru~ctl`an A roval ~ - , ~ - ` ~ G PA ~ ~ : q,.~, ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~
r . , ~ r~~ i , ~ , i s. ~ i ~ ~ - , • ~ ~ , ~ ~ ~ ~ ` / ~~~i s.t i ~ ' , ~ ~ _ _ , , r' _ ~t . ~ . -~1 t s~'f~;. . . . . - . ~ ` . ` 'i , t ~ s . 5 - , . . i, . . ~0~~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ .'I; fr,~ , . . ~ ~ ' ' ~ - -
~ ~ ( ti; ~'v ~ , ~ ~ e; . ~ ~ ; i , , ' , , ~ ~ W W . 7 ~ ~ 'k'~~~ ~ , ' \ ~
. . , ~ . :~~1: . . .r ~ f - ~ y ~ ; ~ ~ S. , ~ r. - -~h. - _i~ . 4 y ;S 2`: ~ ' , i . . . r J ~k ~ . I~~. . . ; S t . . t ~ i t 7. \ / . ~ ~ I , . f :f ~~S 1 '~z ~ . . ; , ~ r f T 4}; ~ , ~ ~ , : . t 7: . ~ . ' . ~ . . . t d. , ' , . ' \ . . . ~ . ~ ~
. - ~ . ~i , ' ~1 ~ : ~3. \ . . . ~ . , . ~ ~ - , , , . . ~ . . i r. ~ t^ atY,~ ~ ~t ~ . _{-!j ' ~ . . . ' ~ . . , , ~ y~ . . . . ~ ~ . . ~ . ~ . . . . ~ ~ . ~ ~ 1...j ~ " ~ , ~ ~ ' ~ L~
'r f ~ , _ , t - . l , { tr .j;, ~ . „ 'I ~ - , _ ~ i , y~ . ~ ,f ~ t ~ ~ ~ _ _ t - ' ~ ~ _ - , ' . - - . ~ ~ - ~ - - ~ ~ ~ ~ ~ , , . . . . - s. , j ~4 - ; W
. . . ~ ~ ~ ~ ~ ~ ~ ' , , ~ - ~ , . ' , ~ F . . ~ ~ ~ _ . - - _ . ` . ~ ~ ~ ~ i ~ ; ~ar ~i _ _ . ' . ~.,i., . . i ~ 'f^ty. ~,.<<. . - / ~ ~ ~ ~ ~ , : ,
~ ~ ' - ` . . : i . _ . ~ , ~ ~ f , ~ . i , k _ ; • ; - . - ~ . ~ ~ i . i 'h . ~ ti " ~ir ~ . ~ ~ , , ~ . ~ ~ , ~ I ~~y _ _ ~ _ - - i. : ~ h'~" ~ ~ ~ ~ ~ ~
~ _ I ' ~ E ~ I ' / ~ ^"t . I. i . . _ - ~ ; . . ~ ' ' ~ - . ; - : , ~ - ~ - - - . . _ ; i ~ :i~" ~ ~ - ~ _ ~ - - ~ , _ , ~ z ~ ~ - ~ ~ ~ ~ - ~
- r . ; . ~ , , , ~ , - . - ~ ~ . , i 4v _ , - , , , _ .r ~ _ _ „ , i ~ , - - , _ _ ,A ; , ~ a
, ~ ~ _ _ _ , _ , . , . , " ~ , ~ ~ ~ ~ U , ,
~ _ ~ _ ~ ~ ~ - - - , ~ ~ ~ ~ , UTILITY INST ' - - ~ ~ ~ ALLATfONS~~~ AND OTHER PUBL'hC ~ i ~
- ; S ~NT $ASIN #13 ~ ~ ~ ~ -A I I ~ ~i ~ ~ , F C L TIES, NCLUDI~IG SIpEWALKS AND HANDICAP ~
~ . ~ , . ~ , - f# DED A~2EA = ~.50 ACRE ~ , ~ ~ ~ ~RAMPS~~ARE TO BE CQNS~RUCTED ON ALL~~STREETS f n O AS SPE IFIEQ BY CITY C~DE. THESE FACI fTIES V)-
. , - , _ , l ~ ~ _ ~ ~ ~HAVE B~EEN RFPROV~D~BY THE CITY OF RALEJGH ' ~ ~
- i : - ~ - ~ , S(LT , , , , , ~ - - ~ ~ - ~ , ~ ~ ~ AND SHALL B~ SO INSTALLED UNLESS A C~IANGE ~
~ - FENCE y ~ , - _ ; ~ ~ ~ ~ SEEfl ~ ~ ~ ~ ~ ~ ~ ' IS AU1'HORIZEa BE W~IT,TEN AP'PROVAC. Pt~BLIC ~ , - ~ ; ~ ~
- ; , - ETAEL~ ~ ~ , ~ N~ ; ( ~ i,~:~~< i Sl~EETS ~7~91D- ~ ~ ~ SANIT`ARYiSEWER EAS~EMENTS ARE TO BE R~CO,RDED ~ ` ~ . _ . ; , ~ ~ ~ ~ PRIOR T0~ ~I(~AL kCCEPTANCE. ~ ~ W , , .
:a ~ ~ - ~ ' SILT -~-;~u~ , - ~ _ ~ ~ ~ ~51GNATURE: ` , ~
- ~ ~ ~ ~ - :i , ' ~ FENCE ~ f, SED11btENT BASIN #11 ~
, EpIMENT B IN #14 _ . ; ; - , ~ w _ ~r ~ ~ ~ ~ UDED AREA =1.73ACR~ . _ ~HIEF; ENGINEER \
I . - ; o I 1}~ ~ ~ , , ~ ~ _ _ - ~ - - - ,
, CLE RINC I ~ ~ k~ ~ ~ ~ ~ ~ ~ ~ ~ PUs'LIC U~ILfTfES ~ ~ ~ . ~ ~ ~ ~ ~ ! ~ - = ;
d _ s ~ ~ _ , 2 . , . ~ . ~ . _ A ~ ~ _ ~ ~ TRAFF,IC EN~iNEER~~ ~ ~
_ . ` ' - I ;;r~}y_ N~F' ~ ! " I O. C1O>--~ ~1 \ I ' ~{r .l.• I Q ~ n ; I ~ 1 . ;
I ~ ~ ~ ~ ; f~ A- ,,•.S~/~r~•_1~ . . . ~ ,~'...1. ~ _ . F ; ~ ~ ~ a A T: ~ I . " . ~~1+`tt" `1' . . I }~.t.'t 3' ~ ~ ~ . ~ ~ . ~p~ I ~S.sy4e j ~ O ' ~ir~ rt ~ I ~ , „4~j . . ~ ~ I ~ - " CONSERVATION 'ENGWEER
' ~ i ~s'.},,s.•: , i ~ ~;'~"aa I ~ ~ 3"'.ii' '4~~~~ (1 - ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~
~ _ ~ , f"~ ~ ~ ~ _ ~ . - J . I - r,r. ~ ~ N i~ ~ ~ ~ ' ~3 \ ~ ' . l'_4'r<4 ~ ~ i ~._j~~~;~~. , ~ , i - ~ f 1 ~ ,i7~,. , " - . _ ~ . ~ ; ~ ri F rJ~- i7 _ r r-~ ' G ~ . ~ ; , .
, , i :1~, . -'Ta j„• ? i ~ ,~.J . . ; ~ r.~~ , ~ r~~ y$ , r b~ ( 1 ' , ~ , i ~ ~ , ' ~ ~ . ~ ~ . ~ ~ ..i 8.%: ' . ' . ^ ~ _ , ~ ~ . . _ _ . _ _ : ~ / . . .S, ~f ~ ~ - _ _ . ` ~ . . . 1~, . ~ ' . , I , \ - ~ r ~ _ . SEE DETAlL ~ f ri . , ' , , ~
- ' . , ~ . _ ~ ~ 7~ ~ i ~~,Qr ,r _ . l ?~i~, ~ . _ , . ~ ~r ~*3 , . - - , - . - ; i . ~ . E~lT BA~1N , . - , . ~ ~ _ . t: % - - . . ~ . . . ' , 1 ~ . ~ \ , { - ~ SN~E~~-D-9~D-~fl- . ~ ,F, _ ~ ~ ~I
: , , : , . DENUDED AREA = ~I : _ - _ ~ ; _ . . _ , ; ~ ~ ~ , , ~ ~ ~ - , _ ; , _ ~ ; / ~ _
, ~ :x ~ - ~ - _ r.~;? rx~. _ - - - _ - - - , , - , _ - . _ . : ~ _ _ ' „ _ , _ - - ~ f,,;x,H', ~ - ~ _ ~ ~ ~ ~ ~ ' ; t;~,z r ` - - / ~ z, ~ ~.t'p,. x ~ _ _ ' ~ _ ~ ~ , '14 i• ~ - -
, - - - _ w , . _ - ; ~ . _ _ . . _ - - - ; ' . ~ , , . - - - ~ ~ ; ~ .:~`l~~ f y , . ~ _ ' . . ~ . , ~ ~ '~°k.. ~ ~ TnH L ' ~ ' _ , i~ 4_' / ~ . ! _ , ~ ~ _ r . ~ J~.~. / . , _ . ~ . J` ~ ~ ~ ~ t _
- - ' t - - ' ~%`F~ ; _ - -t - , ~ . - _ _ ~ , , ~ ~ _ _ _ ~ . - :"F•'y ~ i. ~ / " ~ i , . . ~a ~ V p~~~ ~ ~T~tlY ~ 1 ' _ l -~t~ , , ~y . . - . ~ ~ ~ ~ ~ ~ . : F~ - _ _ " _ . . -
- ~ 1` ,",o~ _ _ _ ~ . . . _ . r ~ - ~ , ~ - „ t;. . ~ ~ . ~ ~ ~ - - - .2ia : ~ - ' _ . - ~ . , ~ ~ i ti, . ~ ' % j/ . . . . ~ _ . , t ~ R. . - ~ - ~ ~ .
~ ~ A _ - ' , ' -:;i . , . ~ ~ ~ . ~ ' , . . ~ , . , ~ . ! . . . ; ' - ~ ~ . ...i ~ ~ , _ _ ~ . . , i \ r, _ ' . ~ ~ ; - " . _ . \ _ , . . _
- ~ _ ~ SEDIM NT BASIN 15 _ _ - ~ , _ _ _ _ , ~ i DENU ED AREA = 0.89 ACRE ~ _ r ~K s . . ~ . , . ~ ~~y.../ _ . i ~ i ~ _ ~ ~ i . ' . ~ J~ \ - i ,
; r ' 5i31ii~ , ; ~ ~ ~ CLEARING ~ ~t ~.r•y~,•, - ' _ _ _ - 5~3 ,1~, ; ~ _ , _ _ _ _ _ - _ _ - -
. . :b = . ' . ' , ~YI'~ yk ti~~~-r d~~:, i ' I ~I~~.~ ~ , ' _ • , - r_ _ , ~ _ , ~1 ~ _ _ -
, ' ,.r ry yi 4\Y i ; . ~ . ~I ~ , ~.w,i ~ Yl ~ ` I i . \ i % . _ ~ _ , ' , ~i 64Y:L 1.'. . . ` . ; y . t b. t.~ - `..I , . ` Z _ _ ~ ~ ~ ' . _ , . ; _ - _ , ~ ~ ' - _ - . -
,;a.:4 t ~ ~ ' ~ ~ I~ ~ - , , , _ . , - _ ' - ~ ~ ~ 4 ~ _ , , . . ; - l i ' ,~,;y, ; l ; ; ; ! I ;,~~~.tvi~~k? , , . ~ - - , ~ - - i U~ , ' - - _ . _ t ~ - ' r W
~ I h. t~ S M~k1T ~ ~F I ~ ~ I . I . F-.:i~~ -•t , ~ ~ - - . . . ",.t^.' . . . / ~ ~ w Y ~ i . . J: w . . , , ; , , ` ' _ ~
~ ~ ~ . « ~~t' ~ . ~ - . . . ~ / ~ \ K "n;. ~ '~..'t.•. r i . ..ti ~ - _ . ~ / ' . ,n.,.; - _ ~ _ . ~ .
i ~ _ , ` i ' . . ` , , , ~ ~ _ ~ ` U L ~ - ~ . ~ ~ . , ~ ~
. RB _ N - _ ~ . ~ _ _ , _ _ . . ~ _ - _ ~ ~ _ ~n , NRB ~ _ , - - _ , J o ~ _ ~ , , ~ ~ ~ ~ , J Q c°u
~ €~c~i s ; lpE OF CRE . ~lpE OF CRE ~ ~ , ~ ~ EK J , , ~ ~ ~ , , ~ ~ ~ ~ , , ~ ~ + ~ ,
_ ~ ~ ~ ~ ~ _ ~ ~ rn ~ l~ ' - S - ~ _ _ ~ ~ ~ ~ ~ . _ ~ m , . . _ , , , - ~ . - , - , _ ~ _ _ W ~ ~ o _ ,
, , , - , ~ , . ~ , , . _ ~ , , , , _ _ ~ J - . ~ - . ~ , . ~ , , ~ ~ ~ _ r, ~ ' f~ ~ ~i, A W ~
- , SEE t3E7AIL , ~ ~ ~ ~ ~ , ~ , _ - - ~ ~ ~~HE~'TS D-91D-10 . , , ~ ~ _ ` _ - -mu uu ~ Z O N ~ ~ _ . _ , ~ ~ ~
~,EDIMENT TRAP ~,CALCI~~LATION TABLE ~ _ _ , I- m , ~ Q. . ~ U E ~
, - _ ; MIN: ~ _ . : ; ~ , DENUDED TOTA _ _ ~ ' Z ~ _ _ ~ ; ~ Q ~ ~ ~ ~ ~ 0 ~ m ~ , . s
TRAP ~EA C I Q~Q ~EQU. SI~RFACE AREA REQU. VOLUbAE ` WEIR - ; , , ~ ~ # AREA AC DRAINA~E AC CfS ,01 X Q10 J( 43 560 TOTAL D.A X 1 815 L(FT) W(FT} D`,(FT) BASIN TYPE LENGTH _ ~ _ _ I- _ ~ ¢ _ + W ~ ~ ~ ~
~ ~ 0.73 Q,~3 .30 7.8 1,7~ 744 SQ:FT. 1 314 CU.FT. 40 10.0' _ ~ , . 20 ~.2 STANDARti , - ~ _ , , ~ ~ ; : . ~ - _ ~ - - 1 3 ~ ' , ~ ~ J Q - 0~ ~
~ , ~ , , 2 0.77,-~~, 1~~.~ .30 7;8 25.74 11,197 SQ:FT. ~ ~ 1 3, 8 6 0 C U. F T. 1 5 0 7 5 3.~ R I S E R 2 4. 0 . _ - ~ -~J ~ J W ~ ~ ~ ,1('~ - U J ~
. ~ ~ r~ 2.15 2.1';5 .30 7.8~~, 5. 0 3 2189 S.FT:~, , , Q 3,870 CU.FT. 68 34 3,~. STANDARD 10.0' , ~ , , _ ; ,+~i ~ . ~ Q o, ~ . _ ` . , C~ ` ~ ~ ~ ~ ~ ~ ~ f- '
_ _ , , - - - ~ ~ 0.55' ~ 0.5 .30 7.8' 1.29 560 SQ.FT. _ ~ ~ 990 CU,FT. 34 17 3~~', STANDARD 1Q.0 - - _ I . ' ~~Ni~ /v -O ~ j/, . . ~ V / Ll . ~~,/~~f~ ~~N~~~~~1A~ ; Z ~ Q m
~ 5 , , 3.35 ! 4.23 .30 7.8 `,9.90 4,J06 SQ.FT. 6,030 CU.FT. 94 47 2,9', STANDARD 10.0' IItP~i4ni~i W ~ N ~ - ~ ~ j J ln ~
_ „ U O ~ - - i ~ ~ ~ L~ c~
~ ~ ~ ~ ~ 3.17 6.17 .30 7.8 1~.44 6,28~1 SQ.FT. , 5,706 CU.FT. 114 57 2,4 RISER 14.0 , - _ - , _ z _ DRAIMN H
' ;7 i 4.23 4.23 .30 7.8 9,90 4,306 SQ.FT. ~,7,614 CU.FT. 94 47 STANDARD 10.0' 3.3 , _ , _ _ ~ , QRQ `L ~ _ - ~ , , ~
~ - , I ~ ~ ~ i8 2.03 2.03 ~ .30 7.8 4.75 2,067 S4,FL _ 3,654 CU.FT. 66 33 3.2 STANDARD 10.0 ; ~ , , ; . PF 0 ~ ~ CH KED EC , ~ _ : , GRAPHIC SCALE ~
~ _ _ , 9 4.02 ' 4.02 30 7.8 9.38 ~~4,082 SQ.FT. 7h218 CU.FT. 92 46 3.3 STANDARQ 10.0' - ~ _ _ ~o TA N~~C , , - ~ _ , , , ~ - ~ ~ - ~ ~ ~ G M M ~ - 60 0', 30 60 12D 240 ` O
, 1.54 ; 1.54 ~ . TO L - - - ~~~.8 3.60 9~,568 SQ.FL'~ 2,772 CU.FT. 58 29 3.2 STANDARD 10.0' , . TAL ~3EN~'DED AREA- ~~~4.31 ACRES aPPROV~~ ~ ` ~
~ ' - f 11 1J3 ~ 1J3 ~ .30 7.$~'~_4.05 1;'~61 SQ.FT. ~ , - 3,114 CU.FT. 60 30 3.3 STANDAI~D 10.0' GMM o ; ~ ~
` ~ ~ ~ - ~ ~ 12 ~ 2.16 2.16 .30 7.8 5.05 2199~ SQ.FT. ' 3,888 CU.FT. 68, 34 3,2 STANDaRD 10.0' , , _ _ ' ` - ' ` ~ START DATE W ~ ~ , , ~ . - , ~ J
- ~ ' 13 0.5~ ~6.50 .3Q 7.8 1.17 509 SQ.F~--. 900 .F ~ ~ , _ CU T. 32 ~ 16 3.3 STANDARQ 10.0 - ' ( IN FEET ) ~ H
~ - , t ir~h = RO ~ ft , ~ ~ JOB CODE >
. ; 14 4.01 ! 4.01 .30 7.8 9.38 4,082 SQ.FT. 7,218 CU.FT. 92 46 3.3 STANDARQ 10.0' ~ . . - _ ~ - , w
15 ' 0.89 0.89 .30 7:B 208 906 SQ.FT:. 1,602 CU.FT. ' 44 22 3,2 STANDARD 10.G ,
, 16 ; 1.48 1.48 % .30 7.8 3.46 ' 1,507 SQ.FT:. _ LL- , . , _ . . ~
2,664 CU.FT. 56 28 3,2 STANDARD 10.0' DRAWING ' . . , . . ' . - . ~ No. 4-1
17 ; 1.00 ' 1.00; .30 7.8 2.34 1,018 SQ.FL ' ' 1,800 GU.FT. 46 T 10.0' 23 3.3 S ANDARD , ; , ~ i . ; _ . .
. , ~ . - - - - - J C-5B C
. ~ , . . . . ~ : ~ . . : , . i . ;
(.'J
O

~
i ~ ~ j I ; ~ i if,; ( 'd ~!*Mt , , , r?~ ~ ~i ~ _ ~ L~~ ~ ~c+~~ 3• h, ~t~`: : 9~. ~
. ~ ~ ~ I ~ ~ , ~ ~ ~~:~r ~ ~ ~fr- ~ ~ ~ ~~~DIME(~T BASIN % ' DI ~ ~RaION , . , . ~ ' ~ ~ - J ~ ~ _ 'T IN ~ B' S V A ~ ~ , ~ .
. ~ ~ ~ ~ I ~~~DE~ , _ . ~ , , ~ ~ ~ , , ~ ~ ; ~ ~ ~ ~ . ~ ~ ~ ~ , , . _ ,~4,; ~ , ~ . ; ; ~ ' DIVER~{ON _ J I ~ ' ~ ~ ~dEA 3 ACRE , - N , E - , _ ~ ,
. , - ~ ~ ~ , ~ r , : ~ ~ ~ ~ , / ; ~ ; i ~ ~ flt~fE~kT B ~N #9 ~ ` ~ ~ ~ , _ ~ , , y~ , - - _ _ , _ , : , - ~ ~ " ~ 'QITCH ~ , _ i - ; , v a~ a~ ; , i - ~ _ - ~ RS ~ r - X , „ ~ _ ~ > ~ ~ " ~ NON-D 5TU
~ ~ oE~ ~R ~ _ ~~~.a c~~ - ~ _ . , r ~ ~ ~v ~ _ _ _ , - - - - - ; ~ _ _ _ _ _ ~ ~ ~ _ _ ~ r ~ , ~ i _ ~ ~ ~y~ _ _ ~ . _ - . i ~ ~ C L 4- ~ . . '.~i ~~i~~~~~ 4- --a-a?--•-r•- / KIVER a ? 6 ? ~,a.oo~ .
_ _ - ~ ~ , ~r +~i? , , . , , ; ~ ~ ~ ~ - _ ~ ,,.~...jr. ~ +~~i~. . „ , ~ ~ , , ~ ~ , . , . ~ ~ i ~ ~ i ~ r A i i f - i I ! ; ~ ~ ~ _ ~ ~ ~ ~ ~ ~ ; ~ _ _ _ - ~ a~ - o~ , ~ , ~ , - , BUF~ER EP,SEMENT ~ _ a~ ~ _ , , _ - - ~ , ~ - ~ : ~ ~ ~ ~ ~ ~ -
~ l . + / } _ _ " ' . . ~ i _ _ . _ ~ ~ ~ ~ ' ~ i~, 71 ` - : . ~ _ - _ . ~ . - _ ~;T , _ - = ~ ~ _ . _ ~ . ~ ~ ~ . , o,r . . . , ~ , ~ _ ~~~,o- / ~ = ~-o z°rrn . , _
~ ~ , . ' . -~1 , ~ . - ~ , Y,~4 i r , , ; ~ ~ - _ ~ _ ,,.`F ~ ~ ' , ~ , r , ' - _p- ~ ~ - i ~ ~ , _ _ , ~ - ti, r _ , r~..-..~,.~, '.I ; ~ , ; ; ~ , i . I , ~ ~ ` ; i i ~ ~ ~ a, ~ ~ 1 , _ - C ~ f~ N 07 , U a cv N co , w _ ~ . ~a ~ , , ~ _ _ _ _ _ ~ ~ U ~n
, ~ _ ~ = ~ ~ ' , i , ; ; _ s ~~,I . - , , ' , . ~ ! ~ ~ ~ ~ - _ yar ~ ~ I ~ I ~ " -r. - - ~ ~ ~ j - _ _ , ~ ~ , ~ I I ~ > > ~ , _ , , ; - ~ ~ SEE I~)ETA93. ~i , ,
, . . r~.'/ F~. - ' ~I _ - _ ; ' ~ ; y.• ' n i ~~I ' ~ . .s ".i - i i' i' ~ u ~ i - ~~~1. I ^ ~ z I~ ca - ~ ~ ~ ~ % ~ SH~Ei'S D-91D-1Q ~ " N ~ ; - Q ~ m ~ tt m
, , . . . _ ING r~ - - ~ + ~ ~ < ~ , ; ;k~~s, ~ ~ ~LEA~t ~ ; , , ~ ~ ~ ~ ~r~r~r q; - _ _ _ , , ~ ' ~ ~ ~ i ' ~ ~_,Y,~ - _ \ y ; , ; - ~ ~ ; - - ~ ; , , ~ ~ ~ ~ ~ y~,, ~ { - y~ f~" _ ~ ~ Y L ~
J ~ ; ~ ~ i ~ ~ i I 1 - ~ ~ ~~~Cr ~ - , 'r / I , 3 ~ l .W ~ ' ~ I I ~I~' I I.i: ~(~y~ ` S Y ~ ~ I ~ I I ~ t .kr ~ N ~ dl ~ ~ ~ ~ 0 ( ~ ~
. , . . . :-d r~Y, t~a _ - ~iii ~ ~ 'I > f , . i: . r. . i ( ~ ~ ~ ~ \ _ ~ t f i 1 _ ~ ~ ~ i ~ _ _ _ , a ~I f - ~SC . , / , . ! ~ ~ ~ 5~_0a~ _ d' ~ ~ ~ ~ _ ~
, . ~ . . . .~i- , `~'b ~ . ~ I " ~ ii ` . , > ~ . . ~ , ~ I i ~ ~ ~ _ { ~ ~ ~ y ~ 'i ~ „ ' \V ~ ~ i ~ ~ - . ~ ~ . _ ~ ; c i s- w
~ " , . - ' ';~o . - ~ - i ~ . " . . , . ~ . , ~ ~ . . . . , ~ ' . . . ~ . - . . . / ~ t ~ . ~ - . _ ' ~ ~ - ~ _ _ , . ~ ~ ~ ~ Y ~ ~ ~ ' ~ - - , ~ SE€ D~TRIL i, ~ t
~ ~ < < ~ - ~ ~ ~ ' ; ~ I ~i i : ~ r.y ~ ~ , . , ~ ~ ~ - ~ I ~ ~ ; 4 . - SILT EE _ _ _ ~ /TR , ' ~ ` S ~TS D-~lCf-1~ ; ~ ~ ~ ~ `
- - - Q t , , , ; „ ~ : , , , , _ , ~ , , ~ , - , .~a - ~ ~ - ' 1 ~ ~ m ~ L
, ~:a , , ~~~~7~S ~=91D-'t0 ~ ' FEI~C~. _ ~ I ~ ~ , ~ ~ ~ ~ , . ~ . . . , ;
, ~ . , i r~~ _ ~ P . _ , - _ ~ ~ ~~r , ~ , . , , , , ; ; ~ - ; ~ , , , , , ; . , ~ - , `~ti r '
, . - ~ . ~ ~ - ~ ~ t , ~ ~ . - - . , _ ~ ~ _ ;
- / ' t \ ; a ' ~ , , ~ , ~ , ~ ; • , , . ~ , , ~ ~ ~ ~ ~ , ~ ti ~ ~ ; ; ; ~ ~ ' ~ 50.00' ~
~ ~ ~ ~ ~ „ ~ ~ ~ , ~ ~ . . . , , i . . ~~I . . - i ;
~ ~ - ~ , ~ ~ ~ , ~ ~ - - . . ~_J ~:x> ` I ~ _ ~ 1
_ ~ ~ ~ ~ ~ _ - ' j~ : ' ~ ~ , ~ , . ~ ~ . S ~ ; , _ , % i ~ i , . - . ~ _ ' ~ ~ - ~ ~ , ~ ~ ~ ~ ~ ~ ~ r ` , , , ~ . ~ ~ ~ ~ ~ . ~ , _ ~ ~ .
~ r ; . . ' ~ ~ . ~ ' " . : . . ~ - \ \ . '1.' ~ ~ . ~ . ' ~ - , ~ ~ ~ ~ , ~ _ , , ~ \ ~ ~ ~ ' - - - ~ . _ ~ , _ ~ , ~ ~
~ r , ~ ~ ~ , ~ ~ , - ' ~d:~ . ~ . , . , ' 1~ . . . , 1 , , _ , , ~ . • . ~ '
~ IN ~ , , DIV S 0 _ ~ ~ , , ~ , , . _ ~ , - _ , _ ~ - ~ . , , ! ~ i 4~- y-~ j , \ ~ ~ . . . ~ . , . ~ ~ 1 ~ A I
~ _ _ l~ H - - 1 ~ TC ; , ~ , 1 - ~ i ~ ~ t' , S ~ ~~/p ~ ~ . , , • , . . ~ . _ 1 ~
, 1' " ~ , ~ ~ , ~ . ~ ~ . ~ ; , , , r_ , ~ , - - , ; . ~ . . . i . _ ~ ~ . ~ , . , , ~ 1 _ ',.r' _ ~ ~
; ~ ; ~ , , ~ ` , ~ ~ ~ ~ ~ ; , ; , , ~ ~ , , ~ ~ ~ . . f ~ . . ' - ~ _ ~ \ l ~ i r ~ . _ , , . ~ ~ ~ ; , ; ~ 1 1 ~ ~ ~ ` ' - - - P~g~~~ ' Sewer Cnllecfion/Extension Sysfem - : i ~ ~ ~ _ . . ~ I \
. _ ~ ~ ~ , , . k~ ~ 4 ' . , ~ ' ~ ~ \ a; „ ; . Y ~ ~ j/ I , ' . ~ r ~ ; ~ i . . \ ~ ~ ' I i , / ~ i ~ ` . ~ ~ , , _ I , . ' _ \ ~ ~ i , . ~ ` J.~~ . _ ~ ltie' C'~{y Raleigtr.con ts t e connection and extension of the Gtys pubkic sawar system astshown on - ~ ~ ~this piar~. ~N+eynaterial an' con ctions methods used fior this project shall canForm to the City~s PuWic ~
1 , I. i . t ; i ~ i \ : , ~ I _ \ . 1 . ~ CLEARING ~ i~ % ~ ~ ~ l~#ilities',M odis stdt~dards nd cificationa: j
, ~ ~ ~ ~ ~ , -t i ; ~r - ~ Y . ' ~ ~ ~ - . i ~ ~f ~ ' ,City'of Rale~~ ~ ( ~ ~
, , _ , ~ ~ J _ _ . _ ~ ~ , ~ . , _ , , , _ _ , , ` ~ - ~ ~ . ; ~ ' ~ ~ , ~ ~ , , , ~ ~ i, ~ - - - ~ ~ - ~ ; . ~ ~ , _ i~ ~Public~; Utiliti~s DeR errt, Peitptt - V J j v'~ ~ ~ _ ~ ~ ~ i - , ; C¢nstructior~ APPl~val\
r ~ ~ ~'~i . ~ ~ r~ ` ~ ~ ~ \ ~ ' i - ` ' ~ ~ I' . ~ r. , ' , _ , _ , , _ - ~ - , . - - - ~ . ~ ~ . ~ i ' _ . ~ ~ ' . Odke + N' _
, , ~ , , . . ; / ~ ' ~ _ ~ ' _ ~ ~.r ~ ~ . ~ ~ ~ ~ ~ ~ . , ' , i , ~ / ~ ~ t 1 ~ ~Q~ ~ ~ ~
~ i , , f ~ . ~ , ~ ~ ~ i ` ~ ~ ~ . ' ; / - , ~ _ . ~ : ~ _ ; 1 i ' ~ ~ , ' . . . f _ ~ ~ ~ ~ - _ ~ ' ~ t ~ _ ~ ~^p~ , - ~ ~ ~C , ~ , ~ ~ ~ _ ~ - ev~. ~ rib flon sion S tem ~
~I ~ ~ i I ~ - ~ . ~ ~ ~ _ S~~I-I-RG~._ ~ ~ , l ~ - _ ` - ~ . , . ~ ' _ ~ . . ~ 4 ~ , ; ~ ~ pR~~~~~~' ~ ~ TFie ~.Ytg~f Raleigfi, consents tip the oo ectiai ~extensioTt~ f. G lic gatdr~~~f~fn;4~ shown ~
~ , ~ ~ ~i~ ~ ~ ~ ~a ~ ~ ~ ~ { `:A x~ . / 1, ~ 1 th'ss plan.i The moterial and canstructio metho ed fot t}r `pr shall.c6nKimi,ta,#fi~ Ci#y's Pub' S U FEN~E,, ~ : ' ` i Utilities t~andboaks'',startdards oqd specificatl~is: - , i'' ~ ,
_ ' I ~ ~ \~ti ` " - _ ~ i _ ~ ~ ~ , - ~ ; , ~ , ~ ~ ~ - , ~ , ~ , ~j N' ~ ~ ` ~I ~ ~ _ . . f < , . . ~ . ~ ~ ; , - , City af RAleigh j ~ ~ ` ~ ;
~ ~ ~ F r, ~ , ~ , ~ ~ - ~ ~ ~ - , _ , , , _ _ i? Pu61ic UQilities Depar}ment Permit ~j ~ ~ ~ _ i ~ _ - ~ - _ _ ~ ' c_ ' • ~ ; i I
, , , . l , ~ - ~ _ ~ ~ - ~ SEDIM~NT B SIN # , , ~ , , ~ ~ , , ~ ~ ~ ~ ~ ; _ - ~ Construa`tlon Approval ~ , ~ f ~ ' ~ t` _ , ~ ~ .
, DENkjDED~~~4 2.16 ACRE _ ~'a ~ A V ~ ~ ~ ~ ~ ~ , , ~ , - . 4 ! ' ! ; ; -:i~E ~ - ~ _ / , i, ~ ~ ~ , , ~ ~ ' ; , ' ~ _ _ ~ ` ' Oate , . ' ~ ~ . ~ ~ , ~ ~
- _ ~ i . ~ . , _ , 1 ~ ~ ~i. ; ~ ii ~ 1 > ~ ~ ~ , ~ - - . ~ i ~ ~ ~ s I I ~ ~ ' W , ~ , ~ , - _ , W . ~ ~ ~ , _ ,
y , , - ~ _ ~ i i% ~ t 1 ~ 1 , l ' 1 ~ ~ , ~ , - - ~ _ , ~ - ~ Q ~ ~,n , ~ ,
- ~ ~ a`~, i ~ ~ ~ _ ( ~ ~ rr ~ ~ , ~ . ~ ~~v \ ~ ~ ~ ~ . _ . ~ , , . , , , ~ ~ - - r ~ % ~ _ ~ .
. ~ , , t; SEDIMENT ASIN #1Q \ _ uj~, ~ ~ ~ _ ~ . ~ ~ . ~ , . v _ , lN ' ~ ~ ~ _ ' ~ AR G _ _ ~ . E - ~ r~ W
~ ~ , , , DEIWUDED , REA -1.54 ACRE ~ , t~'~ ~ ~ a f.~ t~ Ji l~sh ; ~ I ' . ~ _ \ _ ~ - i ~ ~ - % LII~~fS , ; I- . ~ , , ~
t;n`. ~ \ ~ r~ ~ ~ ~ ,~f , ~ Sf . ~ ~~i , ~ ~ • ~ v .i°7 n tr ~ . . 1 ' ~ , ~ , P. : ~ ~ _ _ ; _ _ . . ) - _ ~ - - ~I Z
~ ~ s~~3 ~ ,1 ' _ j~.-_ ~ , ~ ' 'rt~q i/ ,:i~t ~ ~ ~ \ _ ~ ~,Y~rS , ~ l d:. , ~ ~f . . ~ ~ . - ~ . \ ~ . . _ _ , \ - ~ ~ _ _ , ~ ~ ~ ' LL
t; ~ ~1~~ ` r ~ s' ~ ~ ~ - . ~ Ct ~a ' . A ~ ~z` m~\/~f Iy 1 .f1'n..~~', . ~ . _ ~ ~ C~ \ _ _ ~ ' ~ ,
::~d~l' T .l . i . ~ ~ ~ ~ ~ ~ ~ ` . - " . I, K.: r.. . . . . ~ \ . 1 ~ , , ~ ~X U ~ . , _ , , ; _ . . , ~ „ - - ~ - . - O
~ ~ ~ , ~ ~ f ' ~ ~ ~.F ~ ~ , ~ ~ ~ ~ . . F~ _ , , ~ ~ ~ j ~ ~ ti . ~ ~ }~:~~t ~ 7 . ~ - ~ ~ . ,p ~ r ~ ~ t': . ..c. - , ~ ~ ~ _ , ~ A l~~It~TY INSTALC~TION~ °AND OTy~R PU6LIC;~ , - Z
~ ~,'I , ~ 1 r 5~ y~~' t , d. . I ~ ~ \ ~ ~ ~.'f' , i ~J ~ ''{t~ ~ ~ '~J. . , ~ \ . ~ . W ~ FACILII~IES, i[~CLllDIN~ SIDEV~IACKS AND HA?VDICAP „ , ~
v~~ ' . . ~ ~~~~~Y~t . ~ "rf v / r II~ ~ \ ~ I r ~ , ~ li'~ ~'~rti~ ~1~~~L~ ~ . . . . ~ . . ~ ~ ~ , ' a ' .~i~ff ' ~ ~ tq ~ ` . i ~ ~ ~ ~ _ ~ RAMPS A~ ~0 BE CON~TRUCTE~ O~Y;ALL ~Z~EEVS - . ~ \ , ~ , AS SA~CIFIE~Y~$Y C~T~COD~. -TKES`~-~~A,C,I~tTIES ; - . ~ ; , ~ ,
~ ~ r ~ , ~ ~ ~ , ~ % ~ ~ ~ ~i . ~id~ ;.~n~~,.t , . ~i ! , ~ . , i~ x: t i 1 - . . . , , \ , ~ ; ~ ~ .___~~~E~E-Efi7 APP,~4VED,B`~~~TKE C17Y~~'~~LEI~F~ ~l , ~ ~
. y i . l :i'S~ n'1 ~ ~ . , ` ~ \ . . . . , . . ~ l . . t . ~~,I ~ . . . ~ . ~ !C' i I f~,~ ~c~ 1'il.~i,~`y,~~,' ~?t.1'•. , ~i 1 . . , ~ . . ~ J.-rr- - - - ~ ~ , ~ ~ __i ~.-AND_SN?LL--BE SO INS~TALLED UWLESS A ~W~AN~E`;; ~ ~
~ j f f 3" f ~ ~ i ~ . ~ J4. i ~ , . . f.p ,li . . ''S. .C ' _ _ . ~ ~ '15 AUTHORIZED BE-'WRITT~A~~ APPRdVAL: ~ P~BtIG~' _ , ~ ~ ~ , ~ ~ ~ ~ , ~ ~ SANiTARY SEWE~' EAS'EMENT~ ARE TQ BE F3E~~ DED / ~
~ ~ i . ~ :.flo - . . i _ . ~ . . , ~ ~ I . `7^. t , . . . . ~ ~V . . 1 i ~ : ; ' ~ .y J I.. ' , ~ ' \ ~ , ~ • ~ .i I! : .).'.t / ~ ; t r.: , i ~ ` ~ ~ ' _ ~ ' ~ ir ~ , / ~ ~ , , ~ - ; ~ , , ~ ~ ; , , , , , ~ -~---~.RIOR TO FIroAL ACeEPT~(dGE_-r ' ~ i~'- , . , - _ ~ ~ , - '
'y~ t`,~ ~ , ~ ~ I~' i ~ ~ ~t ' ~ ~i~i ~P~, ~ ~ ~ ~r, ,,A, ~ ~ ~ , ~ , , , , " SIGNATURE: , _ _ ~ ~ _ ~ V ~ ~ _ _ - _
~ , i, , ; , , , ~ , I ~ i , , , . , , _ , , , ~ ` ~ ; : i ; ; - ~ ~i ~
; ~ ~ ~ - ~ ~ ~ ~ ' - _ , , , , ~ X ~ ~ ~ , ~~~~~~-EI1~1_N,EER _ PED ~
N ASIN #1,3 ~ _ ~ ~ , .r-,_ _ _ ~ . ~ _ / '
~ - R~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ D ED~ EA - p.50 AC E ~ ~ ~ . ; ~ ~ . ; _ ~ ; ; _ ~ - - - - _ _ , ~ , „ -PtJBLIC U°ftLFT+~;~ i - " I ~ ~ ~~1 ~ ~ ~I _ ~ / ~ ~ ,
~ _ ' ; ~ _ ~ i~ ~ s ! I ~ ~ ~ , ~ ; , _ , i - ~ f / . ; ~ ~ ' ' -~17AFFIC ENGINEER " .i ~
. ~ ` - ! , ~ ~ \ ~ ~ _ i , ~ ~ ~ _ , - ~ , _ - , , - _ _
~ SEE DETAI~. A~ ~ ~ ' I - , , ~ , , . / ~ ~ ~ ~ ~ = ' ' ~ CONSERVA ER ~ _ ~ , ~ „ ` - " - ~ , „ . ~ ~ , ~ . , _ _ ~ ; . , - -
i ~ ~ SHEETS,D=91D- ~ ~ 1 ; ~ , ; ~ ~ , , , , - . i ~ : - , , , _ _ _ ~ ~ _ ~ 1'~ ~ _ _ _ i / \ ' ~ i' - % ~ ~ ~r ~ ' / , , _ - - ~ " _ - _ , ~ , ~
~ F~NC~' , k . , SEDlMENT BA~iN #11 ~ ~ _ ~ ~ , ,
4ENT B SIN #14 . ~ ~ ~ ~ ~ : ~ ~ ~ ~ ~ ~ ' - p• D,AREA =1.73.A~ft~ . ~ ) NUDE ; _ . ' ~ ! - , ~ , _ ~ _ ~ ~ _ . , _ _ . ~ . _ ' l
o , ` ~ yJ ~ j ~ ~ . ~ ~ ~ - i ~ ~ ~ _ , ~ ~ "
l. ~ - l ~ ~ / I'~' ~ ~ ; ~ - - - , , ~ ~ ~ ; "'i i , .A ~ ; . ~ V ~ .i j'~ - , , , ~ r ~ ; s ~ , ~
~i y ~ct'~ ~ , , _ r 1 , i , _ ~ , ~ . - ~ - ~ - , r - , , , , ,
E - , 2 , i ~ . N - . . , ~ z . . ~ s yGw~<. ~ JO.OO--~.~, Q~~ / ~ . ~ / ..y-°- ~ ~ _ ~ _ , = ~ ~ ~ ~ ' ' - -
~ ' ~ ~ :z.,~ ' ~ ~ , ! t~ ~-50.~~. - _ - - ~ r r',! +t.~.;~ 'i~~ _ ~ ~ - . :~P.CO".ix:i F -0 ~ _ . O . ~ . . ~ - . . ~ ~ - ~ i
t ft'~f~. ~i ~ ~ ~ , ~ . ~ . . ~ , . . i ~ ~I;`'S1)t f ~ I I . ' . . . - ' . . : . i , . ~ : . / , ; , , , , ~ ' ~ ~ ~ . ~ . i ~
/ ":.,a ~P , l~ ~ " . . . , , . . ' 4a . J . - . ~ . . . ~ . , . ~ . Y „ - z ~l,3N, ~ i ~ ~ , ; ~ ' ~ ~ - - ~ " ~ - . , , ~ ' ' i~ / ~ ; ~ ~ , , ` i ,
, i • F.• ? . Y f~` ~ ~i - ~ ~ ~ ~ , ~ ; - ; . - . . _ ~ _ i f; ?~y~,~"~~. ' t~~ ~ fi;'~` ~ = SEE DETAIL " . ~ , , ~ - , r ~ ~ ~ t - , - ~ ` ~ ~ _ _ ~ ~ ~ - _ _ ~ ~ % _ ~ ~ ~ . -
~yr~ ~ ti~ , ' ~~:rh rl}, \ ; f6#~..~ - - . i I.'~ yf ' ~ i . } ~ . ~ T n fn ,~y . •r •e ~ ~ ~ f ~ y: - cn ~ ~ ~ ~ , ~ ;f`;Y~~r'r`i;:C' Y~r. ~ ~ ~ tr, djf ~ 7; - ~ - ~ SH~E ~ ~ - - i' . ~ ' ~ i _ ~ _ - _ , ~ ~ -
. , , ~ ~ - ~ , - . - , . ~ i d ti'a/t7 t V ~R . : Y : p - . l 1)~ - - , i ~ i - . ~ , ~ _ - ~ ~ i . ~ . . \/Yr/~ ~ _ _ - . ~ ,J--~-'- ~J' _ / , ~~r-, - - i ~ _ ~ ~ - _ ~j ~ . ~ _ . / y',..~ - - . . - Z
- s 1~~i _ ' . i trYT';,. - " , ~a..,.~~y ; ~~I . , ~F ~ , ~ , ' . ~ . , - - _ . r ~ ~ ~ ; ~ _ ~ , . . - . _ , - ~ - ~ ~ , ~ : ~ . . , . ~ _ ~ _ ~ . . = ; % - - _
_ , . v ~ _ ' . ~ ~ ~ 4wi ~ ^ ~ / . \ - ~ ~ _ + , Y' - ~ ' ~ iL ~ / i. . ' , _ _ i i _ _ - ' ~ , ' ~ ~ ~ . - CA , / i ~ ~ ~ , = , . W ,
~ ~ ~ ~ ~ ~ /-i~.. " ~~s _,y. ~ " . - i - ' _ . ` ' i ~ .1_ ( _ ~ r ~ ' Q ' ~ . , ~ _ ' <; , 7' , ~ / ' - • p~ , , , ; , .
_ - . " , . s-- _ ~.-,n. , 1. ~ . ~ . , ` ' , 1 . i^-~/ ~ i. ' . .j - , ~ ~ , „ - - - " ~ ~ _.,_Y~~ y . ~ , - ~ . _ ,_,a. ~ . . . ~ , : ~ : ~ _ - . . , ~_v_: ~ , ; . , ' - I HARRIS CREEK INTERCERTO~t , . , , , ~ ~ ~ .
~ .L:~ ~ , ~ , ~ . - \ ~ ~ ~ ~ ~ ~ ~ ~ r , ~ - ~ - _ - , ~ : , ~ " - _ / BM 19~2 PG 859 ~ ~ ~ ~ ~ ~ C~ _ ~ ~ _ ? ~ ~
_ , _ - - - , ~ ~ ~ , ; ~ ~ , , , ~ , , ~ED~M NT BASI 15 . = ' , - _ _ - , , , . - _ / , , , . > ; ~ a , , _ _ _ . _ . . ' o ~ _
. - _ ~ DEN~I ED AREA 0.89 ACRE ~ . , ~ ~ . s~~;~ ~ ~ - " _ _ , - - - , ~ r . ~ ~ _ ~ , _ - ; ~ _ _ ~ _ ~ _ - ~ . . , ~ , ' ~ ' J Q - ; , ~ . - ~ , , , ; _ . , - ~ ~ ~ ~
. . - . - - , ~ ~ _ _ _ _ _ , , ~ , , , , - , ~ ; _ . . . - , , , - - - - ~ , _ _ L i,i u~ , ~ , ; ~ _ , J . . _ ,
_ _ _ - . ; , ~ , ~ , ~ - ~ - = , ~ , ~ ~ ; - _ - ~ ~ _ ~ ~ - _ , ~ , ~ ~ - , _ ~ - _ , , , ~ _ - ~ , ~ ~t v - ` a - ~ " ' ` ~ ~ h ~ m ' ~ ~4- W~N~ ~
. > ~ . - ~ _ ~ ~ , , ~ - - - , - ~ _ _ _ , - . ; , , , , , _ - ~ r . z O ~ o - . _ ~ ~ - ~ ~~ui~uu i uirp~ ~ ~ , ~ C~
~ ~ _ _ ~ . y ~q'i ~ : Y' . ~ ~ ~ „t , _ - - , - . , . , - . . ii ,:,."„xy.o+i ~;„,~'~i wq 1h ~ ~T}Z. .y: ~ . ! ~ ~ _ ~ . ~ ~ - „ ~ ~ ~ , _ ~ ~ ~ ~ ~i~ ~ U ~ ~ i ~H • ~ z ~n
~ . . . . _ ~ . - v .~y;~'~'`,+~,,'.i~~ w~R t•' l. 1 . ; ~ _ _ - _ . . - , , k' ~w,~~d~ ti~ . ~ ~ M1~ k . 5 "'t ' . ; . ~ - , ~ ~ ` ~ , - - - , . ~ ~~,,,x~ , i , - ~ - , . • ~ - Q ~ ~ _ , , s - , . - . . " . t . . . . + O~ . ~ ~ Q
. - < , . . ~ , . - ~ _ ~ _ ~ - -i ~ ' . , . . . ~ ~ _ i-, ~ ~ _ ~ . - ~ - . ~ . - . , j: Y : _ • I C
~ ~ - ~ ~ ~ ~ ~ , , ~ ~ ~ - , - , , ~ , _ . , , . ~ . , - . ~ - _ ~ , NRB " , ~ , , - _ - ' . - - i = ~ ~ ~ O ~ - ~ a~ ~ _ - L^
~ " ~ _ . _ . ~ - , . ~ ~~~50' , _ ~ . . , - , , , , . - ~ ~ , , ~F.~1CH_~1~E ~F ~ f . , E~ ~ . ~ , ~ . . . . , { ,J Q W ~ ~ ~ i ~ ' ~ ~ U J ~ _ ~ l m ~ >
~ ~ ; ~ ~ ~ ~ _ ~5~~~ ~ ~ _ ~ - ~ - _ ~ _ , . , _ - , - \ \ %'A ; + ; ~ Q 3 ; ~ C~ ~ ~ ~ ~ Q` • ~ ~
~ ~ . - ~ _ _ , , - ~ _ , ~ ~ , . , . , ~ ~ '1 ~ ~1 ~ ~.,•.,(~-,,C ~ i- (n - ~ _ ~ - ~ ~ ~ ~ ~~i~ ~ ~ ~ Z ~ U ~ ~ - _ ~ 'r" 1 ry , W tn
~ ~ • SEE DETAEL " ~ - - . ~ - - ~ , i,_-= ~ '~~i~ ~c1N w N , , , , ~ , . , ~ ~ - ` _ - _ ~ _ , ~ _ , , ~ ,
'SHEETS D-~31D-10 SEOIMENT TRAP CALCI~tATION TABLE - ~ MIN. _ - - _ \ , ~ ~ ~ h~rp~f,Ritlinii~~~j , ` U ~ ~ - ~ , - ~ o ~ , . , , ~ ~ , , , z . . , , . _ , _ , , ; _ - DRAWN ~
~AP QENUDED TOT~1L AREA ~ t110 REW. SURfACE ARfA REQU._VOLUME NEIR ~ AREA AC DRN~JAGE AC CfS .01 X Q1 X~3 560 fi0T Q.A R~ 8 L FT W FT D( -~F ~~7f{ , ~ ~
~ 0.73 .73 .30 7.8 1,71 744 S4.Ff. 1,314 CU.FT. 30' 2U 3.2 SiANDARD 10.0' _ _ ~ 'y 1 , Q DRD ~ \ o
` 2 0.77 19.U .30 7.6 25.74 11,197 SQ.ET, t3,860 W.FT. 150 75 3,~ RISER 24.0' ~ ~ , MECKED ~ GRAPHIC S~AI~E ~
3 2.15 2151 ,30 7.8 5.03 2,189 SQ•FT• 3,$70 CU.FL 6$ 34 3.2 STANDARD 10.0' \ ~ , PHASES I & N~~, ~ ~ , ~ ~ GMM z ` -
~ 4 0. 0. 5` 7.8 560 9Q.F1. FT STANDARD 10.d \ , 55 5 .30 1.29 99~ CU. . 34 t7 3.3 _ _ T0~{~~ ~ _ _ , , ~ - , A RE~S ~ ~ ~ ~ so ~ o--~ - -~o_..~, so~ ~~o zno APPROVED ° TO~AL DEN~J~E~ AREA- 34~~31 C ~ ~ ~
` 5 3.35 4.23 .30 7.8 9.90 4,J06 SQ.ft 6,030 CU,FL 94 47 2.9 -STaNflARD.. 10.0' ' - _ _ , , , { GMM ~ ~ - \ , ;
, 6 3.17 6.17 .30 1.8 14.44 fi,281 SQ.FT. 5>706 CU.FT. 114 57 24 PoSER 14.0' ~ START DATE W ~ ~
7 4.21 4.23 .30 7.8 9.90 4,306 SU.FL 7.61a IX1.FT. 94 47 3.3 SUr1DaRD ~a.0' ~ ~ ~ 6 2.03 2.03 .30 7.8 4,75 2,067 SQ.FT. 3.654 CU.FT. 66 33 3.2 STANDARO 1a.0' _ - _ ` IN FEET ' ~ _ ~~t H JOB CODE
_ . ~ ~ _ i'~ . 1 imrk _ RO'r ft ~ ~
`19 4.02 4.02 .30 7.ff 9:38 , 4,082 SO.FT. 7,218 CU.FT. 92 46 3.3 STANDARp 10.0' ~ ~ . . ~ . - ~ . , • . . . . , . cr
. , . . 14 1.54 1.54 .30 7.8 3.60 1,568 SQ.FT. 2.172 CU.FT. 58 29 3.2 STANDARD 10.0' 11 1J3 1.73 ,30 7.8 4.05 1,761 SQ.FT. 3.114 CU.FT. 60 30 3,3 STANDARD 10.0'
DRAWING ~
12 2.16 216 .30 7.6 5.05 2.1'9t 3O.E?. 3.888 CU.FT. 6$ 34 3.2 STANDARD 10.0' - - , No.
13 0.50 0.50 .30 7.8 1.17 509 SQ.FT. 900 CU.fT. 32 . W ' 3.3 STANDARD 10.0' ~
14 4.01 4.01 ~.30 7.8 9.38 4,082 SQ.FT. 1,218.W.FT..- "`92 46 3.3 STANDARD 10.0' 15 0;89 0.89 .30 7:$ 2.08 906 SQ.FT. 1,602 W.FT. 44 22 3.21 STANDARD. . 10.0' 1.48 1.48 .30 7.8 3.46 1,507 Sp.FT.
2,fi64 CU.FT. 56 28 3.2 STANpARQ- 10.0' - 5c ~ CL)
17 1.00 1.00 .30 7.8 2.34 1,018 SO,Fi. 1,800 W.FT. 46 23 3.3 STANDARD 10.0' CD
a

, ~ , ~ , _ . + ~Nb ` ~ c~' - - . o ~u ' ~ ; r / ~ , _ - - _ ~ ~ ~ . , ~ ~ _ a
~ , , _ _ . ~ , , -v , _ , ~ ~ ~ ' , , , ~ ~ - _ _ , , ; - 4 ~ . , ~ , I_ ; _ ~ . ; ; , ~ ° W-~' ~ ~ , ~ ; ! U i ~ _ ~ ~ ' - ' ~ - ~ ~ ~ ~ . ~ ~ ~ o ~ ~ ~ ~ ' ' _ . - ~ - ~ - ' " f"' ~y I; ~ T - , , M r°P -~f _ U
, , , ~ . C o ~ % 7~. ~A ; o~ ~ ° 3 ~ ~~sp o ~ ` ~ ~ ~ ' ~ 0~50 Jo ~ _ ~ u~~ OP ~ ' ~ ~ 'u.~ G~; - ~ , E' ~ ~ ~ S~0 , - F..~y ~ ti. I • 2~ - ~n .'or ~ 1'E ~
~P 24 ,i ' ~ ~ ' ~ `R ~ T i , , - ~ ~ ~ ~ . , ~ ; , ,.I 3•~ ~ ~ -p~k( , __-p.~Qo ; Cp ~ _ c~~__~ ~t 1 0- ; , , , , , 3 , , ' N~ . Vq / . ~ - . ~ , ~ . , , _ . ~ ; , 8 ~r ; ~ . ~ n~ t ~ , _ ~ ~ y 2 ; ~ - ~ ~ ~ I 2 ~ ~ ' . ~ ~ , z . = , , . ~ Q ,~k 3'? a ' Z~.~ ~ • r ~ ~ o.~~ , ~ ~ " 1 _ ~~VV ~tn~ N ( ' ~ , ` ~8in.~ ~ o ~ . C7 -cv ~1! ~
. o ~ ; o_ ~ ~ 4 _ ~ trv T~~ ~ ~~o ~ , - , ~I~l: ~37 J ~ - P~1 , ~ ~ - ~ ~ M ~ ,89 _ ~ ~ , , ~ ~ , , ~ _ ; , , ~ i ~ ~ ~-155 ~~FNT ~ ~ ~ ~ ~ , ~~~5~0 ~ R~_ ~ c~ t~,~..t (YI~ ~ E a~ a~ o-~ ; - ~ ~ ' ~ ~ ~n~ a ~ p ~ ~pz _ ~u~ ~ r~~ i `z ~ > ~
, , ~ ; , . ~ , , , - ~ , t , „ ~ ' , _ ~ , .,r -~o. ~ ~ ~ 2~~ . ; ~2 (t~}~ ; % . ~ _ 5.Q r J ~ , , , , _ , ~ ~ ~ RCp 4~ , ~ ~ a. ; ~ 'i ~ ~ EXT;~ ~ ~ ~ X , , ~ ~ 8 , 1 ~ ' tt: I~~ e ND ~ o a ; , ~
sa t , . . , - ; : ~ ~ , c~-,__ ~o ~ . , ~,8~~ 1 _ ~ ~ =C r~-'2 ~ ~ ~s , f , ~ ~ . - - ~ ~ ~ ~ - _ NV 38., i ~ ; , t : _ 5 ; ~ q~: , , - = ~ 1 . ~ - ,SQ~ s , ; ~ _ _ _ _ o~°, 2 $ / G . ; ~ ~,~a~ :m-.r ~ , ~ - . _ ~ ro - ' ft. ' ~ o y~ _ _ ~ N ~ > , ~ , , ~XIS - ° ~ ~`',5 986,;sq ~ ~ ~ ; 1~ Z ~ ~ 4 T G = o
, ~ ~ : ~ _ , . ~ f = ,-9, _ 6 ~ - ~ ~ t~`%~~ ~ 8/ ~ , . , , ~ . , rn t ; ~ t: - t~~ .ro ,=~1~1V - ~ ,4 ~ , , , . . - , , , , ~ ~ ~ ~ ~ ~L , S#1 ;U Z~~~ ; w, N ~ - ~ ~ ~NV~ ~ , EVV~ z ~o ~ rn _ . _ G ~ ~ , CB#b r~e~+ ~ ~ -,y~~ ~ ~ , ~ ~.i~ ~ ~ ~N ~ 2 1-~/ ! ~3~ ~NC - ~ N ~
~ ~ - ~ ~ - ° ~jT , u~ , ~ ~o , - , , , . . , ~d - . ~ ~ ~ , . , i ~ ,r ~ - , ~ _ f ~ t - o~ ~ s~.f ! , - _ ~ ~ ,s ~ ~ 3~ o ~ ~ 5, ~ " '42 , . ~ . ~ I' t 1%. jGLU.~ pl i tj~ ~ ~ G ~ JL ~U ~ CO ~ T~p ELE , ; , fi~ o• ~,q3r~ ~ ~ = ~ N N Qp -~~w ;f,'A ~,o~~,~ ~ ~ ~ 1 ~2, ~r o ~ ~ o
~ _ ~ ' ~ ~ ~ ~ ~s/o~,, - ~ ~ o-~- 6/0 ; ~ ~ ~ , ~ , ~ ~ 3 ~ _ , ; G ' ` ~ x0A ' / ~ - - ~ - _ _ o-. - , ~ ; W it~~~ ~ ; ~32 , ~ 2 g; _ ~ v, 'sq.:f~ ; ' , ~ Y ~ ~ ~ tu( ~ u~ w . ~ ; ~ ~ . , , , o M~ , , , ~ ; , ~ 1 ~ ~~V z~'7 ~ ~ " ~ ~ ~ ~ z ~ ~
. . , _ , , ; ~ ~5 ~ ~ N 38 _ NV 1 _ _ - I ~E~ ~~r , ; ~.81 ; ~ ~ ` , Tp ~ I~ t~ _ 2 - ~ ~ ~ ~ ~ ~ A 1 3, ~ C7~~ ~ ~ ;~tu ~ ~ ~ _ ~ _ 3. ~ , , 4g~,5 ~ + ~ ~ , 2 ~ ~ NV 3p, _ ~ ~ ~ ~ 2~0.1~ ~ ~ , I, 22? , ~ - - ~,r. C~ ~ r~ ~o " ' V. ~4`S ~ 1 •S~ ,k~. ' N ~ ~ _1~~' N1~~ s~'~ ~ ~~~:r ~
, ~ , ~ ~ ~ , ~ a , OUfi_ y~ _ _ Ola ~ ~ ~r~ ~ ~ ~ , , , ~ , , ~VV ~I I U ' f ~~2~ ~ ~ ~ , ~ ~ ~ , ~ ~ ~ =Z. ~ C~~ , . - - - ~ ~ ~ ~L ~ _ ufi- 2~' g g ' _ Q ~ m ~ ¢ ~o ~ M/C ~ , , 7 ~ . _ , ~~N - ~ , ~ ~ ~ ~ _ ~
I ~ ~ ~ ~ o _ ; ~ a~ ' ~ ~ ~ ' ~ P ~ ~ H ~NVp ~ _ 10,~ , ~ ~ I ~ ;230 ~ ~ 1~ o- a ~u ~ ; 90 , C ~ ~ ~ ~1 ~ ~ ~ ~ _ 40 ~ ~ , ~ ; ~ ; ~ , ~ , ~ - 2~3 Q : , ; ~7 ~ ~ ~ ~ ; r , -[N~~ - - ~ ~I, . ~ ~ OP ! ~ ~ ;g - ~ p~ o~~ , - ~ ~ ~ ~ ,r ~ s~o~ ~ ~ ~ ~ ~ ~ Q F _ - ~ ~
, o ~ ~ ~ ~ , , ~ ~ , ~ ~ ~ , , 2 p ~ - - ; ~ , , , hA I~ o ~ ~ ~ E v ~ , ~ ~ MF~ ~n~ ~,~v ~ ~ , ~ _ ~ ,~~VA T(~p ~ ~ ~ . s; s~~ ~ D ~ ~ o~ ~ ~'V~- 7~~ 47D q.ft;. tr~ ~ ~R 2 - ~r ~ ~
; , ~ ~ , ~ ~ , M o~ ' ~ D ~ ~ S~R - - ~3Q _ _ ~ ~ ~ ~ ~N~ 2 ~ ~ ~ ' - - - `0 ~ ~ - - -00- ~ ~ RAt 8 ~ t c~ I N ~ 1 ~ ~ ~t 1 ~ ~ i I , o ~ ~ - - V ~~I ~ , , > .$g R~3~ . ~ ~ 0 r~ ~ b ~ , , . , ~ ~ ~ = ~ $ ~ ~ ~ ~ ~ ~ ~ .J' w , ~ ~ ; _ ~ ~ ; ° ~ ~ ; ~ ~ J4~. ~ ~ , ~
, , . ~ ~ ~~~t ~ ~ f ~ ~ '~E1Vi~ 226.0 ' ~ ~`~~T,~ , ~ ~q ~ ~'o C o ~I~T I 0 2~ , , ~ ~ (~IP 91 ` ~ ~ " ~ . - ~ _ _ - ~ ~ ~ _ i , r , . ~ I, ; , , co- ~ _f-~! ~ , ; ~ . ' co ~ ~ _ , ~ o .EN ~~n~ ~t _ ` ~21~~ -r~ ~ i ~ ~ ; ~ s~ _ , N~~'4. - ; ~ - , ~ ~ ~ ` - , . ; ~ • , I , ~ ~ , . ; ~ ~ , aCJ ~ N,' ,
~ : , ~ ~ , - ~ o z~ rr~? , ~ , raP ~-r-, ~ ~ ~ ; ~s?n ~C~ 4~ , ~ ~ ECE~ o - _ _ ~ 1 a ro ~ , , ~ . ~ ~ - Z ~ - ; ; ~ tS , ~ ( _ ' c~ ' ~ . I ~ i , ~I - ~ ~ d ~(l ~y<~ '~7 , 2 T 1 - IY -
; , Q~ PF ~ NV, p~ 238.2 ; c~ E(,~V ~ ~ t0'~ ' ~ z] ~ ~n.~ ` ~ ~ ~ . ~ , . y ' ~ ~ , .~-~.~,°,z~ , pl ~'~42~J ! , T ~g ~ . ~ ~ ' a _ ~ ;y~ ~ ~ (~G p ~ ~r 7 ~ d~`4 a r ~ a~ G~° v r~ ~ I ; ~ lt; ~ , g1. ~ - ~
~ ~ ~6i q ,l ~ ~NV p •8$ ~3 ! 1~V 2 •65 ~ ~ i TOP , ~ ~ ~ ~ ~ tl.~~ r, ~ ,U7' r.. f ?7. ~ ~ t RCP ~ ~ 23 ,l ~ ~ , ~ ~ ~N 96 _ i E~, I ; ~ , I 8 OP ~ E 1 ~ - ~UT ~ - ~ ~ ~NV ~24 ~ ~ - , 9 - R3~, ~ ~ ~ , - ~ ' t11~y ; I l. So r ~0 ~ ~ ~ D C
~ , , , _ , ; ~ ~ , r.~~, ~ r ' ~ ~ I ~ 2 r;~ 2~~,86 -ptnirrt ~U • 0, , ~ ; ' ~ ~ ~ NV ~ 2~~; ~ ~ ~ , - - , r~ ~`217. , , ~ ~ , r'~ ~ U;~ 2 'S ~ , _ , ~ Z ~ ~ I , ~ ~ ~ ~ ~ ~ .6 ~ ~ ~ w ~ ~ ,r i' ~ ~ , _ - ~ ~ rn m
8 ~ 4 , ' ~ ~ ?NV - ~ ~ ~ ~ ~ ~ . , , ~ 0 . ~ ~ - ~ ~ , . ~ : ~ . ~ „'0, ~y ~ ~ ' , ~ _ ~~~I , RW5 ~ ~ ~ , ~
~ ~ ~ h \ ~g ` X'~ ~ - ~ R - _ ` ~ ~ in . . _ . ~a i. ~ \ ' l . ' ? . \ ' . r /M~~Z • ~ ~ _ 'd.:r"~._. -"._~x 1 I ~ J ~ s, ~ ~ ~v~ r ~ r , , - ~ ~ ' ~"~P , Q o EC~~ ~ r ~ o
~ ' ~ ,0 4 f ~G N ~ ~ ~ ~ 'i , , , , , ~ ; ~ ~ ~ ~ l~J ~ CL' , I''`' l' ~ , ~ w r ~ , z . . , , , ~ . ~ ''1 . , . ~ y.~ , j A ~ ~ Iw ~ I~ < ' ' ~ ~ i -z~2. ~S; , , N~ 59; ' , ~l# ~ ~ S ~~.~"3 ~
; ~ , , ~ - ; . _ _ " ` II ~ ' ~ ; ~ ~v - ~ ~ f ~ l r, ~ - ~-'Lf~r . _ _ - - ~ ' ~ ~N,~~~ . ~ - i ' ~ 1, ; t:: ~ 1 . ~ ~ ~ Q ~ 4 : r ~ ,ti , ENGTH ~ ~ ~ . , , ~ lNV ~ r ~ , , ' % ~,g~', - _ o~l' ~'L~V
. . , , , ` ^ ~ ~ P s4.81 ~ ~ ~ , @ ~ _ ; , u, ~P -~o c~ ; ~ ~ , _ ~ , ; , ~ _ , ~ . _ ; , ~ , , , o ~ r , , a I ~ 1;! ~ ~r26.5 ' NIW ~ ~ 23 a , ~ ~ , ~ , Cg~, 3. ~ 11~ 3.60 . , = ~ P 28 ~ ~ E _ ~ ' ' , t~ ~ -~Q p tn r~i,; ~ IN 6
, ~ ~ , - - 9' Z - - - - - .50°/ - 9~ ~ Q ~~~~~SI E - - ~ M ~ IA 24in. _ , - _ 1NV 226, p E - r d ~ ~ 1[~ ~0 ~ ~,E'V. ~ ~ ~ 22~.7 , ~o ~19. 3i ~ -~~WV ~ 22g. ~ ~ 0 5
~ 4 f~ C~~ ~ ~ ~ H ~ ~ - x ~ ~ RC ~ q ~ ,Q. '~Qp ~g ~ ~ v ~ , ~LE ~ - ; , ~ l' 1~ ~ , ~ ~Yz ~#8 ~NV;4 ~;223 54 G}; i t' o,~ ~ (/T 2~ ~NV .gg ~ w, ,p ,y,
~ / ~ H ~ C I 0~~ 1 2 , ~ 3 . N - ~ V tN~ ~2 6~ 2~, ~ ~ ~t,a~ - _ ~ - k,A~ ~ ~ . ~ Ilq~ 3~. p 7 ~ ~RlV'~ ~ ~ in. - - ~ , ~ ~ ~ ~ ~ 1~OP, .73 (~;ifi , w m , ~ , , ~ ~ , ~ ~ ; ~ ~~~v~~~ ~ ~ ~ s~ -
~P ' C ~NW ? A~ ~F s ~ ~ ~ a ' ~5 N ~30, aR~V TaRM`~~~. - _ ti ~ ~ a ~ ~ ~ ~ s , , ~~u - ~z ~ . ~o , ~ ~ ~1 ~ ; ~ ~ v.E~?~ 5.88 , - , ~ I 4 ~ ~ 2r~ ~ , , - ~ , , ;
~ ~ A ~~,t 88 N. ~ , L ~ , F .F ~ NV~~ EM H ~ , , 0 1I~~~ T ~ ~ T~~ 23 N~ ~ ~w ~ ~ ~ ~ r~ , ~L _ ~ • ~ ~ ~ MNV ~ . , ,.J ~ ~ , ~ ! ~ ~ y ~ ~ ~~T.~~2~7 1 ~ _ n o !N ~ I CB ~ p,,:~' ~ F ~ ~ ~l • , f l ~ ' _ 1.- o i' k . ~ .
~l ~ d~~~ ~ j ~ 2~ '63~' vv~.'". ~ ' ~ ~ ~~5~~~~+a, ; ' 0 ; ~ ~ . o N ; . 4~ , tn . ~ ~ ~ ~ Q _ ~ , ' ~I I ~ 1 . _ ~ ~ ~ S SL ' ; :6~ I`; ~ ~ ~ ~ ~ ~ n~ ~ w'. , ~ n _ ~~.'~~'.Q !i . ~ ~~-l_. ~ - ' ~ . A . I ~ _ ! ~',1 ~ . . ~ t ~ ~ , _ ' _ - _ - ~ ~
- - o - - ~41.25 ~ r~ ~ I~ CB~27 ~23,~~4 ~ , l~ T~ I; p ~ D z, ~ ~ b , ~ _ ~ U~ , %0~ _ ~ ~ ; ~ _ • _ T ~4 . ~ ~ s - ; ; iA`,:25 ° I ; ' • (~p E , ~ ~ ; , ~ - ~~k=~1 ~ _ ~1/, , 1 ~ ~ _ } z3 ~ ~ I t ~ ~ NW; N 1.4 ~C N , a. ~ ~~`8A _ _ LL , ~ ~ ~ 6 ~ o~ ,p.` ~
~ _ ~ 1.05 ~ v s~ ~ , _ _ , ' ~ ~ B? ~ - ~ ~ 1.~~ ~ ~ , 16• - ~ m , { ~ - ' ~ ~ IN ; ~ , , ~ _ _ - N ~,1 m ~ i ~ ~ ~~i~` ;~f~~; .4~ 1 OP , ~ ~ Q1q~ ~1~ • t f , tt: ~ U
, ~ ~~'tN~. ~ r~ ~ I~~ o~ Il' ~ ~ o_ INV 6~ I , ~ 1? ~ r .54 6, N ' , , 44 ~ . , o ; • o ~ ~ ' c ~ ~ ',C~ - ~ PE 0 - 'IN ~ v~t ~ ~ ~ . 6 _ ~ ; . - ~ ~ , ; 5 ~ .ry ~~r~~ B#2 _~L - IN1~ .5~ ~ ~ ; ~ ~ ~ ~ ; G ~ ; ~ ~~a ~ ~ ~ , 5 - CP 6 ~ c~ IN, ALL r ~ F ~ . EV.~~ ~ ; ~ 225,? 1/ ~ i~l 29 ~ i 1 ~-i-~, ~U, , ; , IN ~'~,00 ~ _ ~ ~ ~ ,~12.) p ~12. ~ r
_ ~F s ~ ~'r~ ~ , ~ 3 T~i - . . ~~n. R ; 4. , _ _ , q.~t ?v CO~ ~ ~i OP DI ~ r 'V~ ~ ~ ; _ - ~ t7~ ~ ~ A . ~ N RM ~ ~ 0 ~ ~ _ ~ ~ ~ 0 ~ o . i ~ u 9~' ,as r A~` Il~V; 54 ~ ~ ~ ~ ~ ~ 0 , 8 ~ ~ p~ , ~I ~
E E ~ _ ~ 5 , ~ E - _ E ~ o~ I ~~~5 ~ i~ 0~ O;g~ ? V ~ V. z~ N ~ pR~V~ T ~ ~ ~ ~ ~ - ~ ~ q 1 g~ ~/o ~ , ~ ~ 29 98 2~ ' T N~ ~ , ~~m ~ ~ ~ ~q ~ T 292 ~ ~ ~ ~ ~ : - . ~ ~ ~ ~ ~4~ i - N,u ~6~, , ~ 1 ~ ~ : O ~ J~
~ z~ cn~ , g;,; ~ ~ R ,i' I ~ ~.54 ~ ~~M~N ~ ~ ~ s~. ft:~~ _ ~ ~ ! r D ~ 21 ~ 4 4N:~ ~ c ~o ~ C~
~ ~ ~ ~ ~ r,-s s~ ~ ~ , ~ ~1~, Bl i 8•00 Q~ ~ ~ ~ ~ - ~ . ! , ~v Q N~'~ 1 " ~ ~ U _ ~ ~ ~ UT zi I ~ . ~ - ~QP ~ ; ~ 1.44 ~ , rri , - ~ _ . ~ti~~ ~ ; , ~~~sffo . ~ _~r-~~~~_~ ~ ~ , ~ . ~ . . .
= ~ ~ ~ ~ ~ ~ ~~a, RAMD ~ - ~ bAJL ~ ~~V~~~ ~1w_ . , ~ U _ PUBL(C GRAPHIC SCAL~S Sewr Cdkction/Extension System I
F(~ F ~ ~~Q ~ nsion of the Cit ~s public sewer system as shown on J 1J 2 J
~E T UTILITY INSTALLATIONS AND Q?HER PUBLIC ~1e ~ th4s ~ The Ciiy of Raleigh consents ta the ~ennection ond exte Y th4s plan. Rte mo-4eriu{ and conatruetions rnethoGs used ta this proleet sha4F conform to the Citys Publfe I I, I~ ~
uttitt~ ~ FRCILITIES, INCLUDING SfDEWA~KS AND HANDIC;?~ ~ Utilities Handbooks stpndards and sp~ificaiions: ~ w J
! RAMPS ARE TO BE CONSTRUCTED ON ALL S?RE~~~ i c~ty Cit of Ra~eigh -I' W = r PLAN VIEW Public Utilities Department Permit I~
AS SPECIFIED BY CITY CODE. THESE FACIUTfES Publi~ ~oo ~ ~ 5a 25 0 0 _
NAVE BEEN APPROVED BY THE CITY OF Rk~c.IGH c«~S ' AND SHALL BE SO INSTALLEO UNLESS A C~ANG~ Construction Ap roval ~ ~ ~ P Q W W ~
I IS AUTHORIZED BE WRITTEN APPROVAL. PUB! IG oote Dote n _ r n L_L_ ~
250 SANtTARY SEWER EASEMENTS ARE TO BE R~C~RD~D V I PUBUC PROFILE HQRIZQNTAL) CL ~ ~
PRIOR TO FINAL ACCEPTANCE. ~ I j SIGNATUR~~ me ~Yaisr Distribution/Extenslon System ! , I
I thie the Cit 's ublic woter system as shown on ~j ' i' 0 Th~i i o k R n i a i § e o n s e n t s ! o i h e c o n n e c t i o n a n d e x t e n s i o n o f y P 2~ 5 O " ~ O ~ Y f o r t h i s r o t s h a l t c o n f o r m t o t h e C i t y s P u b l( C ~ t h~ e p i e n. ~ E Q k Q r ~ 9 n d c o n s tr u c t i o n s m e t h o d s u s e d p}~ Z
UtRit \ UtRities Handbnoks ~t~dords and soecifiCOtions: ~
W~I ~ CHIEF ENGINEER c~ty ~ ~ ~ ~ Cfty of Rolgi~h ~ ~ ~ ,
~ - a'' P~er Pub~ic UtNftiea 9egartment Fermit ~ PVI STA - 2+00 PROFILE (VERTICAZ~ = z
m~, PUBLIC UTILITIES ~ ~ Cons C~nsiruction Apprpval PVI ELEV - 232.42
~ V' TRAFFIC ENGINEER aat' ,9 , m A.D. _ -2.63 Q 6ate I - ~ a ~
~ _ _ ~ ~ ~ K - 41.84 ~ . ~ ~ W _ _ _ _ ~~i _ - + Q-- _
I ~ S CONSERVATION ENGINEER _ _ i 990 , - - _ _ _ _ _ - - ~ . ~ p ' ~y I i ~ ~ ~
i , ~ PVI LEV = 227.4 N i~ ti rn ~ w ~ D. = 3:a~ + N ~ ~ ~
, _ I ' ~ ~ , - - - ~ ~ ~ ~ ~ L _ _ ~ _ _ ~ ~ i I , ' ~I - N N W , ~ I ; K - 36.6Q ~ m > , ~
m 3' M~ ~ , L~U~l~P ~ NT ELEV = 222.60 ~ ~ ~ ~ ~F N , , } I ~ ~i ui w> m ,
i ' , S i ~ ' ~0 r P T TA = *87.70 ! ' ' ~ o ~'I' ~ LOW IN S 9 , C . ~ ~ ~ ~ ~ ~~~w ~ ~ ! m UU ~ ~ , ~i cv > > ~
. ~ hr ~ j ~ ; + ~ , NNN ~ N i I ~ ~ ~ , , ~ U ~ - , . i _ , ~ N ' o I
~ ~r u • F, ~4 , ~ ~ PVI TA =10+61.40 _ _ ~ - - NN 8~ ~S 9 ~ ~ a _ " , fA ~ ~ ~ ; cv ~k -1.13/0 . , i i I N I
~ - ~i ~ ~ Pv~ E~~v zz~.s7 ~ w i; ~ ; zzp ~ ~ j i m I i m ~ 'i i ~ ~ ~ I V~~i U
~ ; ~ ~4.D. = 6.74 N ' I ~ i ~ - H I- p ~ 36" RCP ' \ , , f r,} I ~ W ii ~ ~ I ~V ~
3C ~ ~ ~ i - ~ , QI'' ; U'' IU ~ ~ I I 'I , ~ ~ I ~ > T ~ v ~ ~ ~ , > ~ w IRE HYD I ~ I
w w~ ~ K- z8.oo ~ ~ ~ , ~ ~ ~ ~ ~ N~ > > > ~ ~ ~ ~ ~ ~ ~ w ' ~ ' 230
~ ~ N ~k _ . Q' _._.___.__r_ . N _ - I--- zZZ ~ ~ ~ ~ , N +,N m U _ _ _ . _ - ~ _ - 6 ~ ~ ~ ~ ~ ,
~ ~ ~ ~ ~ ~4RE HYDRANT ~ c~ ~ ~ ~ ~ ~ n
~ ~ rn ~ ~ ~ ~ ~ ASS~hIBLY u~ ~ V ; ' ~i ; ~ t3 ~ ' ; ~ ~ ~ ~ , , t3~ ~ ~ I~ , i , , 12 D.I. TIE INTO IL IN I , RLINE WATE FORESNIL~E ROAD
~ 1 U~ I i o ~ i ~ ~~TM , ~ i ' ' ~i'~ i ' i~, ~ ~ ~ I ~ ~ ' ~ / i, ii~~
, Cf] , .MN , i C ~ ~i i ~ ~ i Q ~t rn M u N ~ ~ ; o ' ; TH =163.60 ;
G ~ /o M N ~ S~ T/y \ - ' ~ O N II ~ Q _ _ ~ '°'"T`° ~ . ~ ~ _ EN~ ~ ; SL4 ~ 0
~ I - . , H~ i ~ S _ _ ~ + . _ >_O 8~ 4 ~ , ~ , ~ 8in.QIP i':' ~ co N ~
~ ~ W ~ Q ~ - - fi . _ ~''i ~ f- I- o - ` 3 MIN. cv g~ I ; a ~ u i ~ I I
C9~ ~tN ' C ~ ~ ~ I . N a. W ~ ~ ~ ~ ~ ~ W ~ M J ~ ~ N I } , I ~
~ ~ cp ~ t!i 0 e( W ~ ~ ~ ~ ` _ ~ ~t N ~ ~ I- ~ > > ' 3' MIN, . ~ i ;------~.~~II i ~ az ~ , _ , V..~--- - .5 ~k ~ , _ $6 n 1 ~ ~ !.E GTH 220
~ a ~n t~ _ _ , ~ _ , ~ - - - ~ - - - 75°0 ~ w ~ ~ - - - - ; 5 ppE - 0• N ~ H , ~ t- '
- , , ~ _ ~ ~ _ ~ ~ / ~ d u w~ ' (,L ~ I ~ ~ ~ ~ - in.DIP w ' 8 ~ ~a~> ~ '
; _ + ~ , ~ , ~ 1 00 5 I ~ ~ , _ . ~ 1~" D.I. ~ ~ ~ , \ ~ ~ , z
C ~ E , , G , . ~ ~ , LENIGTH - 2 o I, , W~ATERLINE TN ; ~ , r = 75 Co , . ~ , ~ , ~ acn~_ ~ , ~ i , ~ ~ ~ ~ ~ ~
140 ~ L(~PE 0, , ~ . ~ S ~ ~ S~~ 23 ~ , ~p ~ ~ ~ - Z
~ , PE ~ ~ 8m.D ~ , i PROP. MH 2•27~ ; ! o ~ .I. 12 D u,
c~ ~ _ _ _ _ t t~NGT , ~ , - - i~ ~ 1fUATER INE ~ i I ;
N N - + ~ ~ !w ° LENGTH = 41.68 ^ - p,51(o I 12 D.I. ; RIM ELEV=2 7.03 j SLOP o PE .75 /o ~ NE rC+ ; SLO ~ WATERL ; ~ ' STA: Efi+17.45 ELEV: 213.14 ~ ~ ; ~ rc ~
- 8i ~P ' ~ ~ ~ NVERT lN - 24.03 ~ o ~ ~ ~ ~ 8in. I~ ~ _ k- ~ , oq , ~ cvmm^~i I ~ ' , i ~ ~ ~n~i inuir~n
IPlVERT 0-2~9.83 ~r . r ~ o o I ; II . ~ ~ ~ ~ ~ (V N ~ ~ 1 ~~~A i U ! J ~ ~t0 N N 11 I i _ ~ CA ~ C~
i 'd'MN(~0~~ Q ~ ~yy~~ OOO~I e- 00 ~ ~tA(0N V ~S~~t~~ ~~~N - ~ _ ~ ' ' r ~ ~ J ~ o ' ~ ~ • N II II ! : : ~ SI J o
_-SE? ~ t`' d' - ~ ~ ~ ~ ~ " e- r* N N N N ~ ~i i 4 tA M r ~k O II ~ m I Q cu rn • ' Ir'!~ZZQ p Q c~
d~ ~t ~ NNN ~ch III •N II 11 ~ N N ~N II II F' I ~ NN ~ p~ O tf? II ~ I i~~? Cy li I-' I~ II ~ Z~ ~ I ' , . + ; ! j • W ~ ~ ~ N II I ~ W Q; ~ ' o ~ N(~ N ,~~J~F~H ~ J CO ~
~ItG M~` MN I`;N t0(V N'~M NCp 2+>ZZ~j~ J I~~U~s }~__O ~ N ~ c~ i~ ~ a' ~ OC ~ ~ 3 , I~ r- ° Fl ~ 4. ~LU r; W~ m
' I~ ~ N (-j ap t~j ~ e- I I4 ~ O W ~ s~~ Q~ OD W F- I- F- ~ f~ (0 M O P {y ~f' r F- F-1-' ~ ~ I N ~ ~ ~ ~ M ~ • ~ ~ N N . J ~ ~ LiJ I ~ ~ ~ ' : ~I ~c~ll ~Q~ WWW V ~ zONO ~ ~ ' I~'>? ' ~HI~»> ; .I~v;= ~ ~ ~
N'~ N NN NN N~N N~~~~N NN a~ll W~~~ I ,~~J~~; II WWWW ! ' IN N ~ WWW I ~;I~~~I Q~»~ ~~+w i zzz ~ m lA F' d ~ - - - . f, ~ c1t
~ ~ > ~ ~ W W ~ F. _ ~ _ - _ ~ - - ~ i M ` z ~n ~ It W ~ ~~qryl)~ MC1i~~ p~~ Q ~ ~ i I R NE TO BE I STAELED AS TO , I nmaini Q O ~
~ _ Q.(A~--- 1 ~"-ZZ~ , f 13+00 t2+00 11+40 a.r~ i ~ Q ~ > , WATE L ~ co ~ ' ~ - z ~ ' ' NOT CO FLICT WITH WATEWSEWER SERV{C S - _ "
14 00 ~ , I w ~ ; a~n~_ , , ~~-~a~ ~
I ' ~ ~ ~ ~ ; ~ ~ ~ ~ ! ~ FORLOT. ~ ~Qw~- ~ i ~ , r ~ - U I ~ ' ~iM ELE~ ~
~I o'~ cv ao! ~ ' ' , DAT > Q m ~ - 200.00 ~ ~ ~ ~
r ~ ~0 (V'' ~ ' , tA I M I N ~ ch M Mi , , I -~------t------ ' z ~ ~ ~ i ~ ~o ~ ~ ~ ~ ~i,~n ~ w W N ~
ly~ N', N N N N! N~ ' i ' M p 'GO N'M t0~ O~ .O J ~ ~`00 c~'~~ N N~Cp •~f? 'Ia? ~ C~~ t0 ~ ~ M~c~ ~ U ~ i
G~ ' M C 00 I~ M t~ 0 00 ~ , c0 ~ Cf# N T M ~ N . p~ . ch . I t0 .ItO ~j~ pp~ • O'~p ~i(0 Mr lyIGO NG N~ MM ch~ M ~ c~
- _ tA N N N (V ~ N', ~rj ~ ~ ~ j'~ ~ r-- , (V,~''~ IN (V;~ N N NIN N,N N N N N ~ ~;ll1 e-~ N;N NN NN ~y;N (yN N~ N CJ N(y N z ~ N N CJ N N N N' N N N ~ N N N N N n1 DRAWN ~ JN NN N N Q
i N N IN NI~ N N N~~N N N N , ~ - i DRD ~ ~ ; o
~ ~ ~ ~ ~ (0 ~ - , . . _ _ - + 2+00 1+00 HECKED ~ + 3 00
cV ~ ~ c~~' c~,3! M'~, N - ' ~ frl, M , ~ N ~ N~ N~~ Ni N ~+~p g+pp '+OO +aQ 5+pp 4 00 G M M +pp g z
N 0 04 - APPROVED ° -i Q
I ' --T-- - _T _ _ ~ T ~ - ' GMM ~ ~ ~ ~ ~ o ~ ~ , O' . ATE
ti r M', ~ ttS l tV ~t !i ~ . 1'~ p~ ~ ~ rj ~rj ~p START D W O M M ~ ~ pp OO I O~' N N N f'~ M M~ ~ t'~ -~-i d'' ~ ~I N! N N NI N N N' r,i
lfj' M N r r I r O ~ r ~I r-~ N~, N~ N~~ N ~ V N N N Ni I , JOB CODE ~
GENERAL NOTES N N cv N! N N N c N N N N' ~ cn ~ ~ i - w ~ ¢
, c-rr ~iirrT n ~nD cT/1D~A f1RAiN4C~ C('N~f1lIIF ~ ~ I '
I. JLG JfICCI U - I I I VI\ ivivvi vnninv~ , , ~ ! - I i LL-
2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) - - ~ 'RAWING ~ m oo D ~
UNLESS OTHERWISED SHOWN. ' ~ 7 rn ct? M ~ ~n a~ ~ ~ N: N co ~ M ~ No. ~
IP C~ N NI N •I ATER MAINS SHALL BE DUCTILE IRON C150 P E. 3. ALL W ~ ' ~ ~I M N' ; 'I O N N N N M M M ~ 04 N N N N N = ~ ~ ~ N', N N N' N V NI N
4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED ~ 4 c~ c~ C N Ncvi cv cv'; N N! N N N' 041 N N1 N; NN C c C '4 N C-6
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS H CD
PECIFICATIONS AND NCDOT STANDARDS STANDARDS AND S
AND SPECIFICATIONS WHERE APPLICABLE. ~

~
, / . . ~ - ~ 1 : ~ zV , ` _ ~ ~Vtl.(} ~ ~ ~ ~ I ; ~ti
~ ; . g 0 I ~ . - . , _ ~ , , , ~ - ~ , ~ ~ ~ ~ ~ - ' ~ i ~ ~ ~ ~ ~ ~ ~ , ~ ~ ;~1 ~ ~ I ~ U ' ' ~ ~ ~ ~ ~ o~,,.
, , , _ ~ , ~ ~ . . ~ , ~ , . ~ , , - , , , F , . y ; , _ _ , ~ , ~ . - _ ~ ~ ~ ~ l ~ ~ ~ _ ~ ~ ro , .~s,~, _ v ~ ; ~ , ~~~1~ ~ ~ ~
, ~ , , ; , , , ~ _ ~ ~ , , ~ , ~ _ ~ . ~ ~ , , ~ ~ _ _ _ _ ~ ~ ~ ~ - , ~ ~ . ~ . ~ ~ ~ ; ~ ',rf~ , ~Y# O~J~^, •8~1 , 7 ~~B i ~ - ' 3 ~Y ~ ~ ~ ~ C~p
~ , ~ ~ 1 _ _ - T~:, , ~ ~ , ~ - - , , . , ~ ~ ~ - . l~~ ~~4 , i ~ ~ ~5 ;1 _ z ~ ; . . ~ ~ ~s ~ . , ~ , ~ ,7 ~ s a ~ L i i ~ - ~ t~~u t,,~~ ~~r~~ ~ ~ m ~
` % ~ ~ ' - -~i ~1 ~ - o ~ s~ ~ ~ ~~,H/ ~ ?v~r o ; ~ ~ > ~ 6 ; ~P ~ C ~ ~ ~L X
` _ _ ,r_ tt~s~ _ Q i ; , o~-z-p ~to. 2 - - sL ~N OP- 2 6 1~ ~ ~ D' Q•5~ o~~' z~3•00 ~ a o w o ~ , g. ~ 1A 0%~~ ~ ~ ~ ~ ~ ~N 5 ~y~ M!~ a~ - o~.
o~ o ~ H/ ~ ` ' ; ~ ~ o ~B#4~ ~ ~ ~ ~ "~N < ~ ~ ~ ~ ~ ~ n. _ o~ tN , ~ ~ , ~ ~ ~GP ~ L~C I = . ~ , ~ t~r~ ~ , o ~ ~ ~ ~ ~~~T ~ -o ~ co ~ rn
iT0 , ~ ~ P y ,f ' j`, ~tEV ~ ';r~- -tr. ~ , , , , . . ~ 1`I ~ ~ - ~ ~ ~ : ~ , ~ ~ ~ ~ a '~4.9~, ~ , ~ N rn y~. I r o U~ tv N co
~ . ~ , , ~ ~1~V ~ • - << ~ w ~ _ ~ r,, N 12 ~ N - > x 1~<, ~ , ~ _ ~~N~ 5 : ~s+i~ ~ ~ ~0,~ ~ ~t ~11 : J -o' ; , ~y ~ D ~ /o , . o ~ ~ o ,.X 8i+~ ~ 4I , ~
~ = ~ ~~i o ~ 0~41 ~ ~~6:2 ~ ~ N. 3 .p.. ~ , ~ 5 k ~ -o ~ _ ~ R~p ~C p .0 c~ - i i 04) ~ - ,,3~„?' ~ I a i ~ . ~ f - 0.3 i , , . '~S ~ 1 > ~ . _ _ 40 _ - i ~ _ , ~ ~ 0.~~ --1 - b~ .4zo. t~
, , ~g . , ~~2 , , - - , - - . ~ ; v~. - _ ~ - ; - zs. ~ Y~ ~ . , , - oi l - ; - ~ '36i ~,I ~ - N ~ ~ k ~ ~ ~ , ~ i ~o, , ?1,'~~ 4 ~ ~ d~ ao
% ~ g ~3 , , ~ _ , ~ o . ~ , ~4 q~({~~ 2 ,C . ~ i Q 0.S' ~ ~5. r a Cp a~ c 00' ` , _ - Ic-~, ~ ~ - I ~ ~ „ ~ '~4 ~s- - r-~ i ~ -'t ~ N Ol 0) ~ , ~ ~
, . ` / ~ " ~~yy ''-T- l @,JV Z~ I ;`~~h O V , _ - ~ ~ ~ ~ .~Zj~ . k~ ~ ~ - ! O Yt . ~ ' ~ '~~~~A~ . _ \ . ,r . . , . ' ~ _ ~ - ~ ~ 6 ~~y,~1( VL- - ~ \ ~ ~~J ~ ! ~ ~ ~ ~ ~ , i ~ - ~ ~ ' ~ ~ i p ~ ~ ~ 4~ 47 ~ - ~ ~
~ w ~4~ 1 \ ~~ii, . . ,~~~^"•,J . ~ .k~, ~a . ~ ~ z~ ~ o ~ , , _ , - _ = D~'pR~ ~ - ~ _
- =~aa: . ~ - _ ~ : - ~ X ~r ~0 T~ 5.1 ,~~a~, = - - -a~~ ~ (T~ ~ ~u , . _ p ; ~E SS1Q~~ ~ y-~-._ W - TW ;:I_-
z~, _ '~.~4 ~~R 5 - ~ . a ~ ~ X: , ~ , C~~, .94,- ~ C~ - ~ , ~ , , , , ~ ~ , ; , ~ ~ , _ - ~ ~ ~ ~ ~~3. ~ ~ X C ;p 0~ ~ ~ 1 ~ 2, o ~ v
~ , ~ ~ ~ ~0~ , , , _ P`~ ; - - - ~a~ ; ~ 6. oo~ N ~ 1 . _ ~ -v -i . - ~ . . ~i ~ 4~:50~/0 , , . T , , ~ , N . - r- , ~ ~ R , , ~ _ - / , ~ '~~,~'i'~I Z ~ ~0~ ~ .A. \ ~ I ~1 ~~l ~ ~ _ - ~ ~ A ~?8r~ ~ R~30, , - ~ ~ ~ - - ; po , @, ~
, ` _ , . _ , , ~ ~ ~ _ ~ ~ ~p I . , , - ~ . . ~ ~ , , ~ - y C ~ z , . ~ , C ~ ~ ~ ~ ~ ~ ~ . C~3 ;a , ~ , I D ~ ~ , ~ _ ~ ~ ~ Sj C~#'~, ~
, ~ ~ , . w s v ~ ~ ~ ~ a ~ ~2 ~ ~ ~ ~ . . , . . , 9~ ~ aa~ ~~~1 ~ ~ ~ ~ . oto~~ ~N - _.~nz 37~~31 - -t~~Q _ _ - _ ~ TC~A ~ ; ~ ~ : ~ G ,~5 , , - ~ - _ , ,~N ~ ~a ~ e~ roP , :~i _ _ ; , ~ ~ ~
~ p ~ c~ f~.~ NGTi~ . ~ - - . 1 ~ ~~.t7~ ~ . C~ o, o - - - ~ c~ ~ ~ - 4 0, ~/C ~ . _ s ~ _ _ ' ~ T33i j E «IV , 23 ~ - -N~0 ~N~ 2 ,
EN Q ~r,. . N~~ ~ rs, o w ~E :77 ~ ~P ~ ~ , . , ~ P~. R~ ° c~ ~ 7~ cr S~~ 0 , ~ . R~ ~ 1 ~S~ ~i~~,. ~0. ~=~5 ~ IA~4m - . , . ?~46 ~ ~ ~ ~ ~ ~ P` P ~~.~1 ti ; ~3 ~ . ~~~,Q~ CB , ~ _ ~ , ' 5 '23 _ , ; ; C~ _ A ',,1~
,5. . ~5 o ~ . ~ ~ ~ ~2 . 5 , ,,-~y +~}~.,K, .,w . ~ _ _ ~ Q , l - . . p a SiD, ~ , - _ ~ ~~~n :y~` ~ > , _ f ~r T 1~'~~ ,
~ ~~v5.,~ ~ r~~ r' ~~R65 ~ ~ = a~ , .O(~~ ~ ~ ~ , ~ ~ ~ ~ ~~Y ~E, ~ 23 I~ ~ ~ ~~o t ~Us o~~ 3: ~ ~ ~ r - _ _ ~ N+ 2 i 1, ~ N • ~4, ~
, a , , R r:~ - ~ ~ B Dt - _ ~ 241. J , , p I ~ ~ ~ ~ t~~ - t ~5 t~- % ~t t. - - _,k: ou~ - . , _ - ~r~ . z
OQ, ~ ' ~ , . . ~ ~ , ~ . ~ ~ ~ g ~ ~ , 'o ;r ; 't ; ~ - . , , , ; ;a , ~ , , ~ ~ - ~~4.~0 _ { :i- _ ~ , - 4~~ ~ 9 9 1 ; _ ,51_6 V ~ _2~,~~, , , ~ '3`:; ~ ~ ~ 5 ~ , _ , , t ~ . ~
<a r NG~'~f _ _ , _ F~-_I~ ~ ~ - f~ ~ ~ . -Y ~ \ , , . . - - - ~ ~ E~= ~ ~ ~ ~ _ ; , ~ ~ ~ ' , , ~ ~ ~ IV IN ~ ~ , - E ~ _ . 0 ~ ~ , i , , fc~- - ~ .1~ r_~ ~ _ ,
- ° N "F( ~ , . . ~ ~ - - _ - - _ - % _ ~ , ~ , _ ~ , ;r._. _ ~ P ~ ; - ~ - 44.i7 ' - ; . ^ A „ , .'v' , ~ . ~ , ~ ; . . ~ ~C~ ` 1 ~ a ~ ' ~ ~ ~ - - - _ _ ` . _~~1 d, ri ` . i ~ " ' _ _ .S ~ v , ; . . ` t. 'y~ . , , - . ~ i
~s p~ ap - ~ o ~ ~ - I ~ "nT1r~~ , _ , . i - ~ ~ ~ i~ . ,i. ov~ - . ~ _ ' , . . - , A ~i ; ~N , , ~ - . - -
_ 0, . o I Q ~N`~ ~ u~ ~ ~9. f ~-4. •4 ~ / i'~ I ~ 2 0.: - _ , - , - _ ~ . ~ ~ ~ _ ~ _ _
- - ` '~,CB#8 q 0~~ , ~ , , . : , ~ , , , , , , ~ , , , , , . - ~ ~
GEN RAL NOTES ~ ~ ~ , ~ , . ~ 2 ~ 59~~ _ - P ~ E ~ , ~ TO Z ~ ~ ~ _ , ~ ~ 1 24~.4~ ; ,,~~.o~~ ~ ~ . - ; ~ ~ ~ , ~ 5
~ i~N ~ ~ , ~ C INV ~ , G 1,~ ~ ~ , 3.3~ c~~~N~' y ! ~ , 1. SEE SHEET D-11 FOR STORM DRAINAGE SCHEDULE. . , ~,QQ .~t ; r Q 't . , - ? . ~ ~L ~ S ! ~ ~ o ~DE ur
~~,S~~ ~n•~ , C~~ p T ~4 5~ 6 ~ _ - ~ ~ , ~ MPi?~ ~ ES 1P ~ 1~1 ~ R - ~ ~ 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) , . , , ~ 2 ~ ~ ~ ~EP, f~ - 1 ; . .o t~ ~~~~N ~ y ~ - , o ~ ~ W 230. , ~ ~ ~ AL a 1 , K r , = ~ ~ 1, . ~~r~rvr
H WN. ~ v<- c~~ ~ C ~ 0 ~ UNLESS OTHERWISED S 0 , 1``~ ~ ~ 2 ' "~1 ~ _ I C~ ~ ADND
~ . ~ ' _ R N C150 PIPE. ~ P ~2 ~~TOp, , d~ G~. E-~ ; , 3. ALL WATER MAINS SHALL BE DUCTILE 1 0 ~ ~~65 ~ ~ , ~ .0 ~ p ~ , , _ / , 3 Q . , ~ - ~ , . ~
,6 Y , ; Q 3' ~ P RF R ~ ~ , ~V~ ~4~g '4 1 4. ALL MATERIALS AND INSTALLATION SHALL BE E O MED ~ L~~~ ~ ,2.afl~ r, ~24~, ~ N~S - , , ~ , o - ~
~~H ~ ; ~ , ~ ?MV 16 p - , IN ACCORDANCE WITH CITY OF RALEIGH S7ANDARDS a Si.~p ~.2 ; ~S ~ f ~ ~ a;:~ ~ ~ ~ ~ .r ~ ~ ~ ' ~ 3'~ _ , ~~H o ~ ' ~ ~.E1~- - - 43
, AE ~ Z , ~ - z44. ~ ~ T STANDARDS ~ ~ ~ ~ ~ I ~ ~ m STANDARDS AND SPECIFICATIONS AND NCDO , ~I~2 ~ ~o , ; tr G t~~,- ~ ~ ~OP p~ ,
,4m. R H~~ N/ ~ ~ ~ • ~ AND SPECIFICATIQIVS WHERE APPLICAHLE. , ~P, ~ 0 t 6 C i ` I , - , ; B#4~` ~ ; ~ ~ ~ , o.-~`~? 1 S . R~ - , 15~~ ~ ~ , r I - s~;~ ~
, ~-ta ~1 ~1 ,1 , ~ ' ~ , MP, ; Ra ~ r ~ ~ , ~0~ D ~ft ~ ~ ~o ~ ~ ~ , , ~n ~ ~ ~ . su~-~_
~ESffar ~ ~ ~,a ~ 1 ~ . ~~'S/ . Q ~ tia , z W w-
HIGH POINT ELEV = 260.45 :V = 260.45 ._i -W=
- + , - , , - ° + 270 ; C ~
, ~ , I , , I PVI STA 18+44.62 {+44.62 ~ d - ~ , ~ ~w
PVI S A= 21+86.23 , ! ! I , ~ - ~ , ; ~ PVI V- .88 I ~ W ~ .$s _ _ _
PVI E~.EV = 248.24 ~ - ~ ~ Q C~ , ~ ~
~ ~ A.D. -1294' , ~ - ~ AD.-3.13 , , ~ ~ - ;
N r~ , -K 46.52 _ , , , ; , ~ ~ W >2 ~ ~ ~ a
GRAPHIC SCALES ~ ' ~ , m m - Y~ i I , ~ i ~ ' ` u~ ~ ~ ~ I I ~ i \ i
; ; 564.00' `:~C: - - ; , ~ 10 ~ 50 ~ ~ ° ~ ~ _ ( Q
d 1, . V 50 25 ~ oo ~ , - FIRE H DW ~ ~ ~ ~ ~ ~ FIRE H DRANT ~ I W
i, cn ~ M ASSE BL ~ N M ~ ~ ~ ASSE BLY ~ ~ ~ u~ I ' N'~ M ~ ~ m'i I
t~ 'Ct' r- 1~ i i ~ i~ r I ~ I ~ N tn ~ ~ Q
PLAN VIE~ ~~ry', ~ I ~ . , / ~ ~ ~o U ~n ; 260 ~ ; + ~ ! ~ ~J
1OO ~N;~, ~N ~ , 50 25 0 N w ~ 3 M~ 50 ~ ~ ~ ~ ~ ~w ~v, ' M~ . I ~ ~ ~ ' W 3 ~ U ~ ~ I ~ m I,
, ~ i~~ ~o ~ , ~ ~+i ~t U ~ ~ ~ 24 RCP , , ~ V , , ~ U
,~N' ~v V > N' m , \
Q ONT L PROFILE H RIZ A ? ~ ) •.w ; ~U~; O~ 1 / ~ ~ FIRE ~ ~I ~ ~ \
, iI ii _ ~ ~.5 a ~ ~ o ~ ~~~~,~~i , ~ ~ , ~ ~ ~ ~
W m~, ~ 18 N ~ W~ ~ ; V~~ / ;
~ ~ ~ o~o ~ ~ / O ~ ~ N , ~ ~ ,
PROFILE V~RTiCAL ~ ~ ~ ~ ~ 12 D.I ~ ) ~ ~ ~ , 12" D.I
~ ' ~ WATE 1NE - - i ~ , WATE 1NE N ; I i Gr , ;
, ~ 3 MIN. ~ - , , ` , N I F. ~
~ , , / ; ~ N 8~ Q •~3 a R \ - m ~ ~~~p,~ o
! ~ ' ~ W ' ' ; N M ~i I~ N "'-V o r, tA ' ; ~ \ j I ~
~i ~ M a ~ ~ Cp . N , I ~ ! ~j' Gy ~p ~ II , W
~ ~ ~ ~ ~ M~N~ „ ~ ~ ~ Ll,'
~ ~ ~J~~ 0 .N ~ ~ ~ ~ ~ - - ~ , i J II ~ ~ - _ ~ ~ ~
~ ~ 18 RCP , y. ~~w o S GT - ~ m J H' N p ~Q ~ r'' ~ ~ V ~ ~ A ~
TH R PUBLIC ~ F U UTILITY INSTALLATIONS AND 0 E OQ ~j ti i~ ~ / ~ ~ =+~o a ai tu~ oor~ ~ ,F. ~4 o W ~~N~ e~n r~ ~r~ ~
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP S$~~ ~ o~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ,N.~ ~ d~> € ~ „ .,o .a~, s ~ m ~ _Z oo ~ i ~ ,~N
i a.ny~~ I AS SPECIFIED BY CITY CODE. THESE FACILITIES ~ W a. ! ON II ~ \ 5, i ~ ~ 990 i ou ~ i
1• Q~> ~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH 240 . o , - . ~
~E ~ 33M acnaK_ AND SHALL BE SO INSTALLED UNLESS A CHAN ~ ~3. i~~~_ ~ ~~i I r J F- , J , I ~ i 'a II WEC~ GO ~
~ ~ IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~ I~ ~ Q~ . ~ S~. v~ , ~ o.i. ~ ~ W W ao 3' M I
SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ • ' P ~ i ~ oo c~ °0 ~ W TER~INE , ~~Q~» aooo ~ ' ; i ~F-- etaooo~ s GT I ZZ p •d' ~ l~ , I II~ ,d~ll~"'_ M .NNN ~
PRIOR TO FINAL ACCEPTANCE. eo N ; ~ 00~d' II , r ! ; °?~NCV 8i S 49 ~ ~
SIGNATURE: ~ rn ~ M M ii ~ ~ ~ ' ! •~'NN ~ - N , - ~ ~ o ~
u z~~ I CASHEW DR1VE N•~ II C ~ , i: , , +~ZZ~
N>.__O I ~n~~~r n I l , ' ~W z , JI-HI-' NNN 0
CHIEF ENGINEER cv ~ I- t- t- ~ ro~~t cv i I u W~~:~ ~ , ~Ma~ u ~ \i iY Yr i II ~J ~ ~ ~ ~Q WWW ~ ! ~
WWW i W I+ ~ Z~ PUBLIC UTlL1TIES Q ? > ) - ~ ~S F- ~ > Q W ZZZ 0 I ~
' ~-ZZZ - i ~N HI- Otfn~--- ~ _ , J ~
230i v~~--- TRAFFIC ENGINEER ~ ~ W W ; ' ~ r" U
U Q i i ~3 , ~H » ~ U ~ ~ ~ ~ ~ J ~ ~ ~ ~ , ~
-w ~ a~n ~ CONSERVATION ENGINEER , V = I I , ~I~~-~ ~ ~ o ~Q~r~rjN `x c°u
~.1tn ' ~ , Q , ~ i~~~~ II ~ ~ ~ , ~ ~chN~ U} W~- Qm
~ UV , ~ , I N il CO ~J- ~ ~ J
i j ' _ W~~~ o , ~ c') ~ u~tuai iununr N O ~ ~ ~ W~ ~ r~,, Z O ~ ~
~ , i~ n. m e~ ~t ~n io ~ N o ~ jN 1,,I t~ N ~ t0i ~ ~ ~j ~ ~ ~t ~ ~ ~ ~ ~ . ' ~ m U I
~00 ~M ~O ~`;t ~C~l ~'OD ~!t0 •N ~e- ~'~N Nc~1 ~~p ~GD MO ~M ~I~ ~'f~ N~ MO ~O ~IO . .,~E3 . N . ~ .i N N a II W ~ ~ 10~N (pl • tq • e-i~ p' I~{e~' Nj~ oD ~ ~f3 ~j W W . ~ z I.f) ti ( O ~ ~ ~p 00 ~p ~fl'~ tlJ I ~ d' ~ Q ~ ~ ~ : . ~~S ~ `1 J
~t~ ~l~ ~It~ ~~tn ~tfJ ~~0 ~t~ ~'(0 ~0, fQ, ~ tA ~tA 1A d' ~t' . ~ I`~ NI~ N~~ ~H ~N ~IN ~~N NN ~N~ ~~-ZZ - N N ~
NiN ~N ~N NN NN ~N N!N NN (Y N~N NN NiN ~ ~ ' af~~__ ~ ~ " 00 i , _ ~ . ~ Q
22U ' ' ~ - ~ - ~ ~ - - ~ = W f1 ~ ~ " ~ - ~ ~ ~ JQW~ ~
23+00 22+00 21+Q0 20+00 19+00 18+OQ 18+OQ 17+00 16+00 15+~00 , - v ~ a~ ~ ~ ~ Q ~
PUBLIC - F ~ ---T-- _ , ' m ~ ~ , ~ i i %n f.. ~
Sewer Collection/Extension System ; ~ , '~t~,,,~ M~1N,,,~~~ z W ~ ~ I ~ill~lllitlllf4~~ W i
~ ~ ~ ~ ~ The City of Raleigh consents to the connection and extension of the City's public sewer system as shown on N ~ ~ d? r l CO' O N c0; N I, ~i' ~f? I ] ~ U r ~ ~ ~ ~ ~ . ~~i U O ~ /
this plan. The materiol and constructions methods used for this project shall conform to the City's Public I~ O N ~ i~' 0)'' r ~ C'') ~ d' ~ ~r1 N tn tn i t~' (C c0 t0 ro Utilities Handbooks' standards and specificotions: N N N N N. N N! NI N N N N ~ ~ ~ ~ ~ ~ ~ ~ 'i ~L CJ
N N N N N N Ni N', ~ z I , DRAWN ~
City of Raleigh ~ Public Utpities Department Perntit ~ ; ; DRD ¢
Construction Approvai ' ~ = - HECKED ° i I ~
f~ 0~ O O ~ O ' tA O ~ ' j GMM z o to N~~~ ~ N ~o T' ~ ~ APPROVED °
Date er ~q O N ~ 00 tp I~ ~ ~p' tV t~ s- ~ ro N ~n ~tI GMM ~
~ ~ ~ d' d' t~ N ~ (0 ~G N N N N N N N N' N~ N N N PUBLIC N N NI, N~ N N NI N~~~~ ~ ~ , , ~ a START DATE W
Water Distribution/Extension System ~ I ~ M M ~ erN ~N O~ rJ-i
The City of Raleigh consents to the connection and extension of the City's public watw system as shown on ~ ~ ~ ~ ~ M JOB CODE ?
~G:_ n_ ^'._i__:_~ __a _•__a....a:__., w,,.aw,.a.. ,.,,,.a a,,. F~ ,.~,.,u ,,...,t....., iti~ r,i.;., o.,u,., N,y NN N~ _ cn
~nio N~un. nic iuuicri~~ YIIV ~v~wuu~uvno mcinwa uacu i~n una N~~~c~i oiwn ~annvn~~ w iiic viiya ~ u~n~ UtHitiea Handbooks' stondards ond specificotions: . ~ J ~
City of Raleigh ~ ,
Public Utiiities Deportment Rermit # 14+00 13+0 DRAWING ro ~
Construction Approval No. ~ ~
~
Date _ c C N
C 7 r-i CD
/ CJ

~
U
J J
,J ~
C' ~ L /1 ~ ~ ~ ~ 7 V
~ ~ ~ ~ 6
OLL ~,(L _0~~..~
, , ~ 0-~ zc~orrn
_ . . , C . ~ _ ~ _ _ ~ . , - ~ rNC~ U~ ~NN c9
~ ~ z~ z - ~ ~ ~ ~o Q ~ ~ tn O . ~ , - , ~ ~3 `'S Z I`~ CO
s~ - o - - - - % m ' ~ Z'~~ p ~ , ~ . , ,r ~ I L _ ~ y 1 b ~ ~ ~ ~ ; ~
_ m n? 0 , , tu _ ~ ` _ ` _ , ~ ~ ~'fiGl _ , ~ - ~ ~ . Q ~ ~ d o0 ~ , ~ ~ ~ - ~ - - - ~ z ~ n; "~~3 I a~ , ' ~ - ~ N ~
~ , ~ ' ~ , ~ ; ~ ~ '",I - v r-. ~ , • Qr _ ~ ~ rn . ~I " ~ 4~- ` ~
~ - ~ m~~ c» _ - ' _ ~ - _ , . ~ j~ ~ ~ C ~ ~ . , ~ - . ° ~ ~ f» - - . ~~C11 - fn
_oa - p-- _ - _ , rn ~Co - Z yl.. ; ~ ~ ~ _ _ ~ ; -p-~-r,;, - ~ c O n ~ W
y 1 , - _ ~ - ~ , ~ N _ ~ ~ v'~ ~ , _ _ _ - ~ ; Za, - i`. ; ~ ~ ;
~ ~ , 2- • ~ " GENERAL NOTES - . ^ ~ ,Z ~7 ~ -=~-p ~ r~ '?v. ~ ~ - ~ ~ ~m~ ~ . - ,r~ ~ _
_ _ ~mo<o , ; TAIL DITCH,;~' t~ c~`~n 1. SEE SHEET D-11 FOR STORM DRAINAGE SCHEDULE. _ _ E'r~ ~ 0 Z , ~ ,N _ •-ry1 ~g ~ U _ _ • "~T' ; ~ ~ , , _ , , . , _ ; ~ ' ' tv,, ~ ~ ~ ~ ~ ,25 ; _ - , ULE. ' . : ~ ~
- Z ~ "i tu CO _ ; ~~~,1~ TQ LEI~E SP~EAD C~, Nti~ 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) , _ _ ~ . , ~ ' ~ , - p~ ~U. . tb ~ ~
_ - - ~ -p #o~ y ~i W lv ~ , , _ - < W1T ' C S~~~~ RlP , DR 35) ~ _ n N,, a~ 7.,~. ~ - Dj"~~ ~ 0 aj ~ ~ ; ! ` ~ lV ',.2s . - _ - - _ - ~ t'~ ~ ~1 'a , v ' ~ ~ ~ h
~ cna~ ~ W'~ -?-~o • N UNLESS OTHERWISED SHOWN. ~ Q~ W ~ ~ tp ~1 - -m- , r.. n, ~ , C , ~ a~ 3. ALL WATER M~AINS SHALL BE DUCTILE IRON C150 PIPE. . , ' ~ - ~ r
_ ~ m ~~~~ps,ooo g, ~ o ~r ~o ~ >0 PIPE. ~ ~r,~,o ~ ~ r7, ~ = ;Z v - "t' ~ Cl ~ ~
' 4. ALL MATER{ALS A~{0 INSTALLATiON SHAL~ BE PERFORMED ~ , N ~ o Cn ~1 W ' ~ w c~ IN ACCORDANCE WITN CITY OF RALEIGH STANDARDS , . o - ~ rn ERFORMED : ca ~ ~ . ~ ~ ~ , `~7 ~ n - ~ ? ~ ~ ` < ~ ~ . ARDS ~ y
STANDARDS AND SPECIFICATIONS AND NCDOT STANDARDS ~ s FN , . ~ ~ , ~ ~T~~N~ 9 , , ~ - - _ o~ - 5 r> ~TANDARDS c~ ' 14Q s
. ~ N ~0 Pl~l R ~r S~'H ~ AND SPECIFICATIONS WHERE APPLICABLE. - r~-- . ; ~ r`' - q. ~t. o
< j0 ~ ~~~M~P9~: ~ p S~ ,,c~ p!~f n , . ~ ; o ~ ~ ,8 ' ,n' ( r; q
~ ~ q 2 ~ 0, ~ ' ~ I , ~ , ~ E SOo ~ ~ ~t _ t ; - ~ , ~ ~ ~ ~ , , , ;
i > a , ~ Rf'~/~ ~ . y~Y~~ ~ \ Y.. M/'~ ,~k"x ~ x:Sn. . ` ~ _ ~ ~ ?1 1~,g ~ , ; r; ~ , ~ , r ~ r . ~ ~a~... , ~ , ; . v ~ ~ , ~ ~ . _ -,y~ , , 1 ~ a. ! ~ q ( ~ , ~ 6'' ~4
;-ri' ~ y ~ i r ; - 'i - ~ ~ ~ ~ ~ ~ ~~~Z ~ ~ , ~ ; •.41o R ~ 2yn 5 ~ ~P
f, \ ,~.i` ~r~ ~ ~ ~...i ~ 4 ~ ~s ~ 20g 6 . , _ , V I _ ~ - - ~ 0 ~ ~~',Q sqi f~ r'
~ , _ ~ ~ O 1 i ~ - , ~ ~ ~ , _ ~ , ~ ~ ~ ~ I _ .
. , _ , f3 _ _ _ j - ~ ' . W ' ~ _ o , y '~~ivr~_ _ , ~ ~ I ~ iv r~,, o ~Q i t~ ~ ~ ~ v~m a ;
'U N Z ~ ~ - r <2-~ , . ~ ~ ~ ` ~ ~y ~ ; ~
n _ _ ~ _ - 'n ~ O . , - ~ , _ ~ p"! ~ ` 0 ~ ~ ~r ~ ~ ~ t~ . C Z f ~ ~ ~ ~ m ~ ~ a _ ~ o~;v ~ ~ ~'~ti~r ~p
` ~ ron _ ' 2~ ,~"~y~ t0 tnc~ 'i Ai~ ~ ; ti ~ , ; ; ~ ; ~ ~C , , , ~ ~ r~ ~ ~ V !?1) ~ ?+~;A~~ ('y'~ m 'ti ~ s~~,o i ~ ' ~';w ~v
~ < 0 v , o o~ rv ~ - ^ ~ ~ ~~m~~ - - ~ ' 11~0~-~ ~ ,~v ~0 i ~ W ; i,, q•?
~ ~ c~ + o~ ~ ~ ~ ~ ~ ~ - ~ • N ~ 0 1 `,~C Z ' ~ ~ ~ ~ w v C~ Q+ ~ t~ C> U~ ~ ~ - ~ ~ ~ 0 tA _ y; r-Iil ~ c~ ~ o ; r , - ~,~_Q ~ b ' Q ~ ~ r
. , ~ ~ ' m ~ ~ w o w cp . ~ ~N , _ ° p~ U w ; a4: 1~ T:;` N;~~~ l ~ ~ ; I , ~ o v r 'D~
k~~ ti m o ~ ~ ~ ~ti r ~ ~ ~i ~ - - v A~ ."I ; Q ~ ~ ~ Z,tEI ~ ~ vR}`. Q ,I' ~ ~4 ~
N ' ~ I ~ Zy~C ~ ~ cn , ~ , ' v ~ ~ • -Kn I~ n ~p ~ ~ p A ~ ~~.v~ 1 u, 66 ; ~ ~ ~ 6 4 C~ ,~o~ G< m~ .v o ~~c~a~ ~ sq. fit, ~ U
_ , ~ , , ~ , 0 ~ ~ , ~ ~ - ~ ?v ; ~ . ?v ~ ~p ~ ~ ~ o0 0 ~ ~ ~ ~ 0~~ r;~ ~ ~ ~ ~ no , ~ Z ~ -o; - - ~ W -
, , ~ f , ~ , I~ _____E_r~-.. ~u~~~dl4. , c mN ti a~ ~'c:. tio ~ ~ ~
_n cn d~~ ~ ~ n ti 2 , . o ~dO~S?u, ~ ~v r k ~ - - ,~~m ` ~ /00~' • - r - ~ ~ 'N~ ~ I W =
r tiZ ,Hl rv~~ o o~ ~ , ~ - ~ o , ~ r ~ ~ ~ ' ~ C.~ ~ ~ ~ ,?v ~ m ~ ~ ~ ~ _ .3,_ ~ ~ ~ <C w
y n tio , ~v, ~ , /Z1 ~ GRAPHIC SCALES ~ ~ _ ~ , ~ a 2 p a ~ ~ , ~ 3 $k3?~~ . i I ~ . _r .;f ~ ~ ; ~ ~2~ ~ _ ~ ~ W
y ~ 50 25 0 50 100 ~ ~ ~ ~ ~
- - ~ ~ - y~ ~7 N k Z ~ ' 7189 s: r~. r11i , ~ ~ ~
R1 , ;q ~ Q ~ , fn - , , _ 0 W
~ I , ~ ; - 1U Z ~ ~,j . ~ ~ ' ~1 , ~ ~ PLAN VIEW ~
~ 4~' ' ~ - - < ' ` ~ ~ 100 _ v t:~ ~ b 50 25 0 o . , , ; , _ ~ 50 0 ~
z ~ ~r~ , ~ ~ 'N ~;R_,~k„ - ~Rl 11'1 , ~1 ~
~i , ~ ~ s ~ ~n. tA ~~'r., ~-nn,__ ~~-ff.__ ~ Cn 0
PROF E QRIZONTAL IL (H ) ~
Q
5 25 ~ 5 10 W
z
CO N ~ N Q
PROFILE (VERTICAL} +N O~ ~N + ~ ~
~ N N N' N
°o fl > It II
~ ~'N +cC ~ 230 I- J F..', W
NN ~N I U) W i J ' ~~W '
ll U NN ~ , II » -1_ a.a
QW i > QW a,a i
f1) W ~ F- „a
~W ~ aa ~ BLOW-0FF I ;
da 1.00°f ° ASSEMBLY o
BLOW-0FF 230
~ , ~
~ ~ 3' MIN,
12 , V .0 ° % ~ ' ~ r ~ 220 .
~ ~ ~ i 3 MIN, ~ _ _
~ , ~ ` ~ - % i ~ ~ UTILITY INSTALLATIONS AND OTHER PUBUC 1 ' I .
~ FACILITIES, INCtUDING SIDEWALKS AND HANDICAP ~P
' RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ T}{'- ~ I~E G AS SPECIFIED BY CITY CODE. THESE FACIUTIES :ETS
~ pE = 0. 3 ~
GTH! 18.61 ~ I DI HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ LEN o ' IP ~ ~ ~ ~ 55 /o WATE MAIN ~H 8" DI ENGTH =1 ~•09 WATER MAIN
~ S L O P E A N D S H A L L B E S O I N S T A L L E D U N L E S S A C H A N G E ~ ~ ~i ' I IS AUTHORIZED 8E WRITTEN APPROVAL. PUBLIC ,E I- „ TH=~00.1 _ o
220 ~ $ DI 3~~~~p SANITARY SEWER EASEMENTS ARE TO BE RECORDED SLOPE - 0. /o ~E = 0.50°~O RDED ,
i WATE MAIN J PRIOR TO FINAL ACC PT N. . J , o,~ E A CE ~ Sin.PVC ~
18 RCP ~ r• ry SIGNATURE; ~in.PVC M N 21 U N c'~ m
N '~d' tiNN ' ~ N ~ ^MN~~ 0 fCM ~ . ~
I N' O i ~ ~ I~ G~ ~G~ N tfy ~ oD jl~ I ~ch~N pNPcGN ?
i ~ O Q I ' CHiEF ENGINEER , <0 ~ N N, 11 ~'k ~ ~1' c'7 e- II N W .NN~ ~~N~~~.- ~
"J ~NN II~H 2+~0 NNH~ i ~~l[ ~
~ r~~ ~ t0 W PUBLIC UTILITIES =+~ZIO •cvJH , t Z , I+~ZZO o~-~~ ~~w U , N J I-- I- F- ' 0
~ ~ ~cc~r~ ~c~vWHiH ii w ~ u W~~ o. u WI~~fY ~
~ n N N ~ ~i~ 0 Q W TRAFFIC ENGtNEER ~-N~ONN ~ a u w ; WW pQ WWW J~ o Q~~~ 4 R,
~~NNN QQ WW O.tn~Z 210 - CONSERVATION ENGINEER ~-zZ a~n~zzz . > ~ N~-- ~ W ~ o
~ u ac~~?~? 2+~ZZ ~ ~ ~ ~ ¢ v
~MW ~ ,NJ~f^ , W ~ N Q m Z O r
a.u~~~ , Q~ WW I ~ ~ ~ ~~atuiuuunu q I- p~ ~ ! ~ Cq'~ ~ U ~
~ t- i ' I , ~ ( ~ R,, ~ z ~n ~ W ~ ~ ; • , ~ i~
'ATUM ELEU : PUBLIC ~ ; I ; .p S/ . ~O ~ a- ' ~Q~ ~ _ ~ a
205. OO ; Sewer Cd~ection/Extension System Q ' ~ - - ( = W ~ - J n" ~ 0~
(00 tn !c~ O OD ~ tA I ~ N~ ~ ~ I~ ~ a N O~ The City of Raleigh cansents to the connection and extension of the City's public sewer system as sl ~ ' = 1 J Q W r-- ewer system as shown on i a ; D:~TL;~~I EL~, V = - U J~
~ O~p ~1' ~ tn ~ ~ r N r; ~fJ ~ C4 ~ this plan. The material ond constructions methods used for this project shall conform to the Citys xm to the Citys Pubiic ~/n ~ b ~i Q m
N N N N N N N N N N N N N N N Utilities Hondbooks' standords and speci~cations: N N N ,N N N N I ! , 1 ~7~. oo ~r, ~ ~ ~ ~ 3 ~ , ~ INE , ~ ~ ~ o ~ ',n ;r• cv ~ ~ .
~ , City of Raleigh _ Public Utilities Department Permit / ao ~ a~ rn cv ~ tiI 'C~,~, w ~ . tn •,O y~A . (fl ~~q~rr MCIN~d~~~ W ~ N ~ r CO M ~i /11rIIIIIUI~~~ ~ ~
24+~d Z~J+QQ 26+00 27+0~ Construction Approval N~''~ NI,~"~ cv~N N N N~ U O ~ N N n11N N~N N N N~ l.i. ~
DRA4VN z
i Date I ~ ~ DRD a ~
M M M m d; o ~'i ° PUBUC 30+00 29+00 HECKED °
GO O M M N ~I 1~ Water Distrbution/Extension System - GMM ~ - i- ~ o
N Ni N~ N N N NI N ~ The City of Raleigh consents to the connection and extension of the City's public water system as sl APPpOVED ~ ~ater system as shown on I , ! I ~
i ~ this pian. The material and constructions methods used for this project shali conform to the City's arm to the City's Pubiic O ~ lp I ~01 M ~ (U G M M o ~
Utilities Hondbooks' standards and specifica4ions: i r ~ cv; cv; c~ I co I START DATE W J
' ' City of Raieigh NI N~ N! NI NI J ~ . ~ VVD IiVVE ?
,r, ,„I ,,,I ,r Public Utlities Department Pe?mit ~
, ; ,.i % . , - - _ - - _ - - _ _ - - - - - , L _ L ~
0 Iq 1- 1%1- Lo U) wi Construction A roval N N N N N N N N~ P~ N N N (V N N N N! W ~ i Er ~I I O
Date o' ~t~ Mj o~ cyi DRAWiNG '
~ lfi 1' Lo' E
N N i N N NNO. N Ni N CH N, ~ m
I i S
_ C C N
r-i ~
d

~ ~
JL
v
J ~
~L ~ ~
~ ~ ~ ~ > ~
~ I ~ ~ ~ a C] O 1 O~D~ ~ o~~~
' ~ = O
~ ~ ~ _ ~ ~ cc~ I~ o~ n ~ - C f~ N 0~ 119.5A L~'T. 3~ RCP,~ ~ U o~ N N~
, ~ , u~ GENERAL NOTES , ~ _ _ ~ ~ ~ - 'o ;-1 ' ~ ~ ~ ~n o ; a~ 3.1 ~ 0` 1 L FT 24" RCP ~ i i
- - ~ ,1 ' 1. SEE SHEET D-11 FOR STORM DRAINAGE SCHEDULE. , , - . r _ o Sz ~co
_ . ~ _ - , ~ , ~ 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) ~ _ ~ ~ rq ~ 0.50 /o ~ N Z- 1 ' ;t ; Q~' m~ d- o0 ~ 4 ~ C) , I ` ~ --i ~ ! ~
".'~Y ZZ-tn _ H RWISED SHOWN. < _ , UNLESS OT E ~ Z ` 6 ~L ~ ~ _ -0 ~ N
II w m- ` ,7 . ~ ~ ~ ~ ~ hi~pLL BE DUCTILE~ IRON C150 PIPE.~ ~ p z~ _ _ - ~ . . 3. AI.L WATER MAINS S ~7C~ ; i ~ ~ ~ 61 rn Ii~ N - ~ W . c~~ oz rn
~a D ~''C - s=p~GS"`- ~ ; - ~ ~ 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED _ ~ ~ N G~ ~ ~ ~ m~1V ~ ,,s ~ ~ w.~' ~ N I~' a Z-~ C) ~ c
~ ~ ~ rn ~ ~ : ~ ~ oa -i _ - ~ r'" m-~~ IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS _ 3 ~ ~ - _ ~ D U pJ t,,~~ w~m ~00~ --~n w ~ ~
AN SPECIFiCAT14NS AND NCDOT STANDARDS ~ ~ ~ ~ C STANDARDS D w , , -~1 ~ ~ , "D ~k Z Z 0 W O `~o C~" < <
~ W ~'~~a ~ ~ N w _ - ~~i~ -n a, _ 4~' AND SPECIFICA710NS WHERE APPLICABLE. , ~ ~o i'~ ~;m ~ _ - ~ ~ ~ fV` _ ,r Q ~ V , . \ U , m
. _ . o - ' ~ ~o ; - ~ - c~ , _ _ - i ~ _ ~ , -i , _ ~ , t~~ . ~ - ~ . , I , rr~ c w, ~ 't ~ ~ ~ ?~a r
_ _ w _ . ~ - ~ f~~~~y N~ - ~ o , ~ ~ ~ ~ ~ W m ~ ~ N ~ ` ~ ~ rn G ~ ti
, . , , - : ~ , ~ - ~ ~ a, _ _ ~ ~ } - . ~ ~`~i- ~ ~N'~~ ~ w - ~ ~ ~ , ~0 'X # ~ IV~
` ~ : _ , - ~ N _ _ ~ , ~ ~ ~ - - ~ ~ - _ , _ , - -w~tn _ , - . , S/i~ ~R 'P ~I ~ Q ,
, ~ „ ~ ~ < . o ' ' ~ ' ~ ` _ _ ' ~ ~ ~ , , 1.. T~, , ;
a~~ r" . , ~ m ~ ; _ , ; _ _ z _ i I 0 ~I?, ~ ~ ! - ~ - ~ i_ ~ ~ ~ , iA i ~ a i ~.1~
- . , . ~ - _ , , > _ ~ ~ ~ ~ ~ ~ ~ ~ ,-I~
; - , _ ~7 ~ ~ ~ ~ ~ , ~ ~ ~ . ; ~ -
_ , : f' ~ ~ a _ , ~ i ~ ~ z ~ , ~ ~ _ - , ~ , ~ ~
; ~ ;..~_-t-- + , ~ -~„a ~ , ~ " '-i ~ ~ ~ ~ ~r~ - ~ra i ~ - , ~ , -
„8 r~' ~ .,b a ~ ~ - ~ Gl ' U1. I ` ; ' ~<??C~! : i c~ ~1~.; ~ _ ~~9_.. _ ~~k r ~
'r= F 1 'T.,'.<~ r.!~.:~.: ~t:c ' 2:~ . _ , _ (D I11 0) Co ~ i ~ ~W~ ~~~~s '~i i' _~i Q. ~ j ~
,i ~ , F~ : - i' Z ~'.r ` I T I ' ~ O , ; ~ , 0 i ~ rp . V / • i i /Y ~ r . . . , ~ _ ~ ~ ~ . ' . I ~ ~ ! ~ .
~"i ; \ y - . sti ; - o~ , ~ G~' ~ v ~ ~ ~ ~ I ~ ~ ~ ~Z ',O i Q ~ ~ ~ +C - 1 ; . z
- .~~~i0 ~m , ~o ~ ti,~ ~ Z 9: ~ . ; ~4~ n,~ - ~ ; ~ 0 ~ ~ ! ~ ao _ Q
~ ~~so ~ ~ , , ;.o .a, ~ ~ > ti ~ m ~ ; .~i,'~ ~ , ,c~ m
0 N ~ . ~ N ~ °i ~ ~ C ~ p~ r ~ ~ N~~ ~ < SI.OPE 6. 0% ~ 'l~ `Z` ~ C~
Z Z C~ C~,~ o ~ c~o , , , 0 00% ~ ~ o'~ Z ,Z W . ' ~ • t``7 ''cn 6 IA 1$ n, i`. p <
~ - ~ Z_ . i ~ ~ , - ' ~r N U~
~z ° 'a' ,rti ~ - .r- , ~ ~-a c , . _ = ,-D , ~ ~ ~ ~ p~nm p<~ GRAPHIC SCALES . ~i ~ ' ~ ~~~n o ~ - - i ~ f ~ r C~
QD% l, m i,,~,-_ r-~ -p,~ ,q N,4~ ~ 50 100 ~ ~ Z Z ~ ~"N ~ d ~ ~r _ 0 0 00. a, ~ 1 _ _ ~ ~ < < Q
50 5 ~i~ ~z~~ - ~r~ ~ n N ~ ~ ~v c~ < , ; Zi, ~k ~ ~ :s ' _ _ ~ > ~ ~ O
c~ <;~`< ~ m=' ~ ~ w ~ ~ ~O N - - G ` ~ 4 F;~? ~ W , . ~,N~ ~ ~ _ ti ~ ~ _ ~ ~ ~ c~ ~ w -r
~ ~ Z Z ' ~ C~° , w ~ W GJ ~ . ~ ~ ~ ~ v • ~ PLAN VIEW ~ I .W _ ~ z w m, r co (n W - ~o ~ _ N G
~ • ~ i o -~~~wwm n oo, ~ o0 ~b ~ o
~ , 0 100 Na < 25 50 I ~ 50 - , _ - ~ v ~ C3.~ y u t ~ ~ ~ ~ I ~ N W = ~ m ~ ~ ~
~ - - N W dp - ~ -
" , W~ W ~ W - , ~ o ~ ~ ~ ~ ~ ~
PROFILE (HORIZONTAL) _ , z RI Q
~ _ CL ~ <o -i ~ , Q
5 25 0 5 10 ~
~ ~
PROFILE (VERTICAL) ~
~
z
Q HIGH POINT ELEV = 253.27 W
HIGH POINT STA =115+93.72 Z
d PVI STA = T 13+78.96 PVI STA =115+99.16
J PVI ELEV = 241.33 PVI ELEV = 260.74 ~
A.D. = 6.10 A.D. 1824
260~ ,a ; =18. . ~ K =18.00
~ ~ c~ ~ , ~ ~ I I
+MI _ il - ~ c~ ~ N ~ ~~~9 _ 72' '~/C; ~ _ _ _ _ ,
'~~~~II' ' ~t C~ U ~ ~ ~ '1 ~
?gp PUBLIC I I Sewer Coilection/Extension System ~ ~ ~ ~ ~ ~ N lU ~ N
' N n tion ond extension of the Cit 's uWic sewer s tem as shown on , pp ~ ~ The City of Roleigh consents to the con ec y p ys shown on ' fl I F. W~ ~ , ~ ~ ; M
p ~ this plan. The materiol and constructions methods used for this project shdl conform to the City's Public s Public Q ~ ~ - C~ ° ~ ~ ~ , W - ~ I + co '
~ d. O~ UtBities Hondbooks' standords and specificntions: >a, ~a,, •w N W; r N fA V
~ MN ~I~ ~y City of Roleigh ~ Public Uttlities Department Permit # j-' ~ ~ V~
j Q ' a> N >m a m
I W Q ~ ~ Construction Approval , N w TIE IN TO 8 W!L 250 o ~ w ; , ~
W J x n ~ I-_ c~ IN ROAD E Date _ ~ w ~ LOW- FF ~
~ N , = ASSEM LY + o~ ~ o
Y d a PUBLIC q ~ ~ ; Woter Oistribution/Extension System ch M , ~ ' ~ r N ~ Q r„
- -1250 pb The City oi Rafeigh consents to the connection and extension of the City's puWic water system as shown on shown on ~ • W i'~
~ :Z. •QS Op this plon. The materiul and constructions methods used for this project shall conform to the City's Public s Public U> ~ ~
Utilities Hondbooks standards and specifications: ~ ~ 3 IN. i ~oo~ ~ , > / , ~o ,
~ N N N City of Roieigh ~ ~
~ ~ ~ GO ~'d' II P u b l i c U t i l f t i e s D e p a r t m e n t P e r m i t # ' NNN!
M ~ ' ~N II I~f' ~ ~ ~ ~ ~ Construction Approva! ~ ~ I~ II i ~ M~~I-~ ,2 46 3- ~ cv
00 1 ~ ~=+,??0 tC1 c'~ M 0~ W Date 240 ' ~
~N ,ch JF-F-H ch i au „ o~o =~>0i 0_ ~ o i i Z~~O ~ 15 C~ 1~
~O1 Wwww ~F GTH = ~ a 1 ~ ~I > ~n o o ! ' ' , !G ,g' ~
ocv t36. S z+~' S OPE= o I a~n~zzz or~tir~"~ ~ ~ ~ . ~ ; ~E r41N ~ I ~ ~ .ch i ~Ci .1 g~,
> 0 0.99 ~~w ~ ~ ~ , . 240 ~ .chMN , I Q ~ F- - Q ' i 0 ~ o~r~c~u ~ ~t~• av~a? N~MNN~ ~ U
~ ~ au w +N II II ~ ~ n J ~
p w ~.I. Q~> i W ER INE N~~ZZ ~ Z ' ~ o ~>--o , o , ~ ~
~I--Z ~ av~~_ i ~ ~ W I- - 86.39 c~ - Q co J~'d'~' ' NG~ ~ ~ ° ~ ~ m
; I , , ~ a~~wwww ~ ~ , w U 1 u~ w~ ~ Q Q ~ M N ' Z?~~ ~ J d-
DATUM ELEV ~ » > , LOPE N .M ~ ~ ~ ~H-ZZZ ~ ~ Q .t~N JC00: i W~ N ~ ~
2~5. 00 I a cn in.PVl~ ~ cv r~ ~e ~ z o ~ ~ 8 ~ c~ ~ m s.,
~°0 °p Ni Y IN TA LA110NS AND OTHER PUBLIC 230 + ~ ; + z , ~ ~ I N = uZ ~ ~~rp Q~z~n ~
.i~ . r. . ~n .I UTILIT S L ! o ~ r~ FACIUTIES INCLUDING SIDEWALKS AND HANDICAP >_0 W~ ~ ~ ~ W~~ , a, r- U ; ~ a- O ~ pp ~
~ ~a ~ ~ , I N c`~v N N N c~v !c~v N RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ ' u~~'OC OQ ~ ~ Z a , , a wWW ; ~~z ',I W ~ ~ ~ ~
~ AS SPECIFIED BY CITY CODE THESE FACILITIES , 0 ~ ~Q-o~ ; a W i ~ ~~~tiU~ uuu~ ur~ i J W~- ~
HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ ~~-ZZ ~ ~ a -v~ ~I a~ DAT~'M ELEV - p, , ~ > Q m
40+00 Dd AND SHALL BE SO INSTALLED UNLE5S A CHANGE ~ . : SS ~ 225. 00 I - ~ ~ v~ ~ °
IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC 0 M i M ~ ~ ! t~ ~jJ N N t~ . U) ! tn . OD ~
' I SANITARY SEWER EASEMENTS ARE TJ BE RECORDED ~ . ~ . 1~ - - _ ~ ~ - - J I.f) 00 M ~ ~ - - i M - i t~ O ~ rn o ~ ~ - 1 6 U O
~ ~ M PRIOR TO FINAL ACCEPTANCE. cy N MN NN iN NN O• ~ lL co : z
N ° °0 ' SIGNATURE: N N N N ; n~ c(~~~ w;~ DRAWN il ~ ~ i~v' . ~ G;~. Q"~~ 3 ~ ~ DRD ~
Mc~~,~~~`` Q
~ CHIEF ENGINEER 11 ~ +00 114+00 115+00 ~r~~i~mu~u~,,~~ HEC~ED ~
( ~ GMM ~ ~ ~ a~ROV~o ° ~ ~
r rn N et Ni PU~LIC UTILITIES ! ~ ~ GMM ~
~ M N C O~I W ac c~ tc~ t~i, ~ r~ tV t~ M, tp START DATE W
N N N N' NI TRAFFIC ENGINEER c+~' d'~ ~t tf}; lt} l~ ' ~ N! N N N! N N ~ ~
JOB CODE ~ ~
l'(1NSFR1/ATICIN FN(;In€~FR ~ ~ I ~
f i~
~ o ~ LL-
~ If3 MM a~ I DRaWING ~
m' ci a~ cv cl' ~ .4 i N0. ~ ~ ~ L
Ni N N N' N NJ I ~ I ~
c , C-9 c
a~ ~ c~
i
0
_ . . _ _

~
U
~ i ~ ~ , fYVfV-L .-J
_ a-. . ~ ~o N~u~E , ~ ; au~~~~
h ~ ~ ~ _ ~ ~ c _ ~
I~ i' ~ ~ x ~ ~ ~ , ~ o C] O ta
~ t t ~ fl. _ ~
i F'" - ~ (L~ = O ~~o z~rrn a.~
P f , F_ ~ ~ i ~ , ~ pjj~j ~ . , . - ~ ~ W I p,~ ~ ~ I~N6a _ „ U o . 7 - ~ ~ ~'N N CO \ii7ft'~~ I ~
~ g ~ ~ _ - , i - CDfIJ~ ~ ~..t~~, ~ fE` ~ ~ W ~ ~ % <;; ~ ~ ; ~ To~ E~EV. za~ - ~ - ~ ~ - ~RI M E o ~ ~ a TE P ~ ~ - ROTE CTIVE ~ - - ~4~ ~~.~v. 2 o.~s YA ~ R ~
~ r ~ - ~ - . TOP ELE 242 ~ ~ ; ~ i ~ ~ ,,u _ ~ ~ ~ g _ Q, , ~ ~ , , a , ~l; ~ L , i ' ENG H . ~ ~ , , ~ : q 1 53. 0 I .s 0 _ _ I :LE 242.99 ~ a INV IN 236.~ - ~ z r~ ~ U 1 : ~ cv t~
~ tVN i ~ 23 .1 6 ~ ~ ~ o _ U ~ m- I ~ ! I i ~ I ~ C! i , , ~ ~ W . ~ i , ~ , ~ ~ ~ ! I ~ ~ Y~ ~~9~ , - ~ ° ~ ~ - ~:LO E o ~ ~ ~ ~ , , ~ , ~ 2.09 ~ I~1V OUT 38.06 23 .16 ~ ~ INV OUT;~~6:~4 - 7 , Q ~ m q ~ ~ - - ~ ~ - ~ r y _ N INil.OC1~' 235r7~ ~ , , ~ JT 38.06 ~ ' _ ; : , . - ~ - ~ " " 14
i ~;I ~T~f ~ _ LL.. "i! t` j!. r~ ~ ~ W o ~ , , I ! ~ , i , ~ 1`Q1' .~~7~~~ ;~o , - t~lA 18in. RCP ~r - , ~r , , _ C# ~ , o ~ <; , . T ~ ~ ~ ~B# 9~ - r. _ , _~rn _ _ ~ f; OP 225.84 W ~ ~ ~ ~
; ~ , ; ; ~ , , ~ ~ ~ ~ - ~Y ~ ~ ' ~ 6TH ~02. 0 . ~ - ~ ° ~ ~ ~ , ~ , a ; ~ ~ ?fl ' , , ~ ~ : ; , ~ ~ ; ~ ~ ~ .~j~ ~ , * . ~ , ~ , , , , 1A 2.b~9 _ o , ~ ~5 N~! !J , , , . ~ x_ : r~~~ .a~ „ > ~ ~ 6 ~ ~ o _ ~ - - ~ IM ~ ~ Y( 1A ~ , T 224.01
~ - I U~~ U~ ~ L~JP~ 8, W YI ~ 5~~ , 62 I#30A , , i r ! , " r o _ . _ , ~ , , , ~ , r ~ ~z,' + ~ ~IA,1~rr~. R~ - TOP 242.fi5 ; ~ INICI~I 23~a.1g' ; ~ ; ; ~ ~ , , OP 242.fi5 ~ ~U CB#16 ~ . ~ ~ ~g'
~ „ ~ I > ~ ~ ; ~ , ~ T -245.25 ~ ; ; , U~ ; d r' ~ ~ - ~ ~ _ i ~ ; ~ , l , . , , i - - , ~ 9~ ~ ~ ~ , , ~ B'# $ , , . ~ , , , ~ ~ ~ " " . , ~ ~ ~ "I NV ~J"f ~34 ; ~ ~ ' ~ ~ rt ~ , - TOP. EL~~I.~.- 44~~ , - ; ; , - ; ~ ~ ; , ' ~U - 238.28 , ~,2. , ~
~ ; t ~ INV 0 T= 240.61 INV OU - 238.2 ~ . ~ , , ~ , ~ ~ , ; ) F. ~ ; . ~ ; , ~ ~a < i ~ ~ ~ t N „ , i , , , , ' 70P ~E~~ E~, ~~8.7 - : ; ~ ~ ~ ~ ~ ,j ; ~ i ~ ~ , , , ~ _ LEN 53 00 , , ~ , , ' *t~0 ` . ' ~ ~ INV~?l~'T 2~~.15. ~ t R~~T~1 .J L, 1 • a ~ ; ~~C 7 ~ - ~
; ~ ~ ~ ~ . , ~ _ , ~ tj ~ ~ ~ 1 _ ~ " ~ ~ „ , „ ~ i , ; i i , ~ ~ ~ , ~ ~ , , ~ , ~ SL ~ - ~ ~ ~ „ , i . k~ , , q , ~ ; , ~ ~ _ .2710- Pfi~Hf ~ ; ~ , ~ , ; ~ , _ D~ , ~ ~ ~ o ~ . , ~~23.4 ~ ~ ~ . . . ~ ~ ti - aut , _ ~r~~T~ ro - - ~t ~ . _ , n . ~ , . ; ~ ~~v iN~ ~ ~1(~
, ; , ~ , , , ~ ~ , ~ ~ ~ , ~ - - , , - ,r , , , ~ i , r ~ . , ~ ~ , ~ , ~ , ~ , ~ , , r , ~ i ; ~ ~ _ ~ „ ~ ~ ~ ~ n, < < ~ ; ~ ~ < < ~ DaA-~ i - - ~ ti~. ~ ~ ~ , , ~ . DP~I~, ~ ; ~ ~ puT ~ ~ - ~ 0 ~ ~ RRi~ti ~ ~ - - ~ i , ;3 0 ~ , ,
, x r < ~ , ; ~ ~ ~ ~ ~ ~ - ~ ~ ; , ' ~ , , ~ y~ x ~'r- % i ' ' ~ ~ - - - - , . _ ~ ~ - ~ ~ ~ _ , , ~ l i ~ ~ , ~ ~ ~``~~~i~~-,e'' 1`-~ x ~ _ DP~I~. E T~- ~i:~~ -sr , y ' ~ ~ ~ R - l=~ ~ ~ i~ ~ ~48 . . _ _ . ; : _ . ~ , s• at. ~ ~
,r'~'. ~ 2 _ r : , y/ , i I , ' T, ~'--,,.Y--]-"7T"'^r-~ " r i I ~i ~ ~ , . ~.1 . - . . , . ~ . ~ x,.~ C. ~ + ~ _ ' ~ , i ' ( . ~ . ~ ,-Y~.i ~ . l .~t ~ F' ~ t~3. Y__' . ~ . ~ 1 ~ ~ I V~._ , , ~ , 1 -~--F 7- I ~ ~ ~t r ~ i 1 .i~ v"" ~ ~ i ~ %T`y-~ ~ ~ - ~ ~ , Q~ ; _ . _ ~ ; , . % - ~ ~ ~ ~ , " - _ _ : / ' I ~ , r' > . ~ i ~ ,
, ' , ~ $ ' ' „ , ~ . . ~ r ~ ~ - - ~ ' ~ , ~ - - ~._1 ; I . - ~ 1 . i/ ~ ~ ~ ~ ~ - ~ , ~ d . t ~ r ~ , ~ i ~ ~ i . . _ ~o ~ ~ ~ ~ . t , . , ~'"Y . , ..F ~ y~ _ . ~f, R. } ~ (~i~~ i ..v v . ~ ~ . ~ F , . "„y - ~ ~ [Ji~/`~ ~ _ . ; ~ I . ' x=~-v~ . , ~ i _ _ ~ ~
, ; ~ ; ~ _ , ~ , ~ , ~ . _ , ~ _ _ ; ~ , 4 , , , , + , ~ ~ ~ , _ , a ~ ~ , _ , ~ if - ~ , ~ ' ! ; = i „ „ ~ ~ s ~ ~ , i ~ ~ i ; ~C~ .;T_. _ - ; ~ - - _ - „ „ ; ~ C~ ~ . ~ , . , ~ , n ; _~t ~ I ~ ~ . , , ' ' ' --a j i _ , . . ; ' j , ; . ; ~ - - ~ ' ~ , - i~-_- _8 ' ~ - - ~ ' i , - - ; , . ~ ; , , _
~ ~ , , , , ; r , ~ <s ~ , ,x, , ~ ~ ~ ~ ~ ~ _ _ , . ~ ~ 'r~ - ~ , , - ~ ~ ~ ~ ~ : , ~ , 1 . , , , " , . , ~ , , , , ~ , < ~ ~ , ~ ~ i - ~ ~ t': _ - - 1t ~ ( i ~ ~ ' - , a ~L / F ~ , _ , ~ _ - - - - - ~ ~ ~'~;~U~1 E' `~J" ' ~ , , ; , , ~
r , , ~ ` , ; ` ' f 4 , / .i - - , . P _ , , ~ ~ .p i . ~ ( . i~t/ ~ . . , . ' . . - ~ ~ ~ , , , , _ ~ t " i ~ ~ ' , ' _ , ; , - ~ ~ _ _ t~ ~ ; ~ , ; ~ ~ , ~ , ; , _ ' _ - _ ; ~ _ r D~Ff~F. -~'F~EAA'€W?~ ~ - , , , _ . . r ~ , ; , _ _ ,
~ ~ i ~t „ ~ ~ _ . ~ , , . , ; - . . ' ~ , ~ , " , , , i . ~ , - . . ~ ; . ~ ~~I ` . . I ~i N ' , . i _ _ ~ ~ ~ ~ , , , , - _ ; - , ~ _ , _ , . _ , , , _ _ , ~ ~ ; ~
, , , „ ~ , ~ ; ~ ; ' i - _ _ ; : ; ~:t ~ ~ , . „ _ , r , ~ ~ , ~ ~ ~ ° ~ _ ~ , ~ _ ,y _ ; ~ , _ _ ~ _ ~ ; , , , , , _ _ , _ ~ t - , , ; _ p~
, ~ ; ~ ~ ~ : ~ , ~ ~ ,~l ~ ~ B#29 B ' ~ ' ~ ; ~ ~ . ~ , ~ ~ ~ ~ r ~ 1= ~ - , ; ~ ` ~ ~ H: ~ ~ ~ ~ ; ~ ~ , ~ ~ ~ ~ ~ ~ T - ~ , ; ~ : i ~ ~ , ~ . ~ _ ' 3~~ ; ~ ~ F~, , ~ , ~ k=~ , ~ , ~ ~ 'fOP E EV: ~ ~ ~249.8~~'~~ TOe-~rE : ~~t's.~ _ ~ . ~ , ; ~ ; , ~ ; , ~ `3~.~7 ~ , _ , , _ _ Tt~P ELEV,~ 238.- 8
- ~ - t . ; , ~ - ~ - ~ ~ ~ ~ ~ S!~ ~ ~L~~~`4'. - , _ ~ , 5~/0 - ~ ~ i ~ ~ ~NV IN 243.80, INV 1N 2.~ - ~ ~ ~ ~ , `4'. ~'J _ .u-__- C 3 % ' 5~ /0 2 , ~ ~ - ~ , 1 ~ ~ , ,
% ~ ~ ~ ~ , r ~ ) D~I y?~ Cn _ 30in. R~~ , ~ - ' {NV 0 T, 24~70 INV,.~31~JT 40.10 ~ ~ - ~ ~i~V~- ~3"4.62 w ~ ~ _ , , ; , ` in.~ R~~ ~ ~ ~ ~ ~ ~ ~ _ ' p l ~ ~ ' 1 . , T ELEV:~~~ 2 3.27 . ~ . `
, , ; ~t'~4~~ ~ t , ~ i ~ _ _ " ' ~H EDS , , , , ; - ~ _ f - a~-' ~,~ry ~ J ~ ~ ~ ~ ~ ~E ~ 4~: ~i ~ ~ ~ j, ` ~ ~ ~ ; , o ~ ~HEDS SO\ ; _ - ~ ,fIVV,' UT .~~.42 % _ , , _ , , _ ' ' ~ ~ ~WW~ ~ ~7~~`"-~~ (~'~~7.~~~ - " - ~ , . , O ~ ~
, ~ w 0 h. ~ ~t7.~ n .,v, DfF~7 ~ It ~I . ~ ~ ~ ~ _ ~ , ~ , C'T 4e ; nnn _ ~r, _ " ,_o _ _ - - - a? c ~ i f!) ~ , ~ ~',n ! ~~i c+~~~'~~ ~ ~
~ ~ ~ O r,
d: GO t ~ ` 0
o~i °p PVI STA = 97+72.34 + ~ . p ~N PUBLIC UTILITY INSTALLATIONS AND OTHER PUBLIC Sewer Co~~ection/Extension System Q
m N PVI ELEV = 280.68 + ~ GRAPHIC SCALES ~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP The Ci#y of Raleigh cansents to the connection and extension of the City's pubGc sewer system as shown on 0
n~ oo Q W A. - RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS this plan. The material and constructions methods used for this project shall conform to the Citys Public
PVI STA - 95 Q2.53 cv ~ D. --8.57 50 2 5 0 5 0 100 ~ ~i N w AS SPECIFIED BY CITY CODE. THESE FACILITIES Ut1ities Handbooks' standards and specifications:
PVI ELEV = 278.93 Q ~ ° - K=18.00 W Q > > > GENERAL NOTES HAVE BEEN APPROVED BY THE- CITY OF RALEIGH ~ity ot Rare~gn
R.Q. _ -7.Q0 N r- ~ a - ~ ~ I I Pubiic Utilities Deportment Permit ~ I AND SHALL BE SO INSTALLED UI~LESS A CHANGE U
> w ~4.3G' vC PLAN VIEW 1. SEE SHEET D-11 FOR STORM DRAINAGE SCHEDULE. K =18.00 a _ ~ :DULE. IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC Construction Approval z Ww-
> o~ ~ 1 > 5O 25 O OO 2. ALL SANITARY SEWER MAINS SHALL BE PVC SDR 35 a r 50 ( ) SDR 35 SANITARY SEWER EASEMENTS ARE TO BE RECORDED Date ~ ~ J
I a I UN ESS OTHERWISED SH WN. . „ ~ . ; L 0 126.00 v~, a~ ~r 3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. PRIOR TO FINAL ACCEPTANCE. ~W= S~GNATURE: PUBLIC ~
+ ao ~ ,150 PIPE. (f) C,~ Woter DistributionfExtension System ~ -
} ~ t`! PROFILE HORIZONTAL 4. ALL MATER ALS AND INSTA LATION SHALL BE ERFORME[ ~ ~ I ERFORMED Q W
M W ~j IN ACCOR ANCE WITH CIT OF RA~.EIGH STAN ARDS The Cit of Ralei h consents to the connection ond extension of Ci ' J ARDS Y 9 the tys public water system as shown on T__J . CHIEF ENGINEER this plan. The material and constructions methods used for this project shall conform to the City's Public Q
~ a ~ 2.5 a 5 ~ ~ ~ ~ STANDARD AND SPECIFIC TIONS ND NCDOT TANDARD. co cv m ~ - TANDARDS Ut7ities Hondbooks standards and specifications: ~ n LL ~
+ c~ ~ I a AND SPECI ICATIONS W ER~ APPLI ABLE. I ~ N i I ~ , I UTILITIES i PUBLIC City of Raleigh ~
~ ~ ~ ~ -2.p ~ ~ , ~ , i ~o 0 0 ~ 0 PROFIL (VERTIC L) ~ u~ ~ 26(~ Public Utilities Departmenf Permit ~ #
~ .0 ~ i ~ ~ 2 . 'i , ui U ~ I . TRAFFIC ENGINEER Z Construction Approval
' S ~ m I r co i , Q I~ ~ } Q
, ~ N CONSERUATION ENGINEER ~ate
~ ~kI r I p ~ ~ , O ( ~j. ~ I ~ , ~ j W z , PVI STA =106+36.82
i ~ ~ i ~ I ~ V ~ i ~ , ; , -~-w- - ~ , - Q ~ ! ~ PVI ELEV = 37,93 ~ J
~ ~ ~ iUw j ~ i I N ~i i ~ I , I ~ cr3 I I ~ W ~ ~ ~ I , cv A.D. --5~'09 i CL
~ ~ FIRE HYD NT ' w i m ! ~ ~ ~ ~
' SSEMBL ~ ' M i Y , ~t U , ' o~ K = 21.6~3 , ~ ~
~ ' ' m rn ~ I ~ PVI ELEV = 248.60 ' ' ~ ! ~ ~ ; m I I i
I 0) N ' ' 3, I ~ o - i
~ ~ A.D'. - ~ 1.87 ~ ~ ' ' + ' ~ A ~ I ' w ~ ' i ~ ~ ~
~ ~'N , ~ ~ ~I ~ , ~ ~ ~ o ~ ~ ~ c~ ; • • K =18.00 , I ' . cv U ~ 'i ' , ! ~ ' ' ~ ~ ; U co n _ , ~ ~ ~ m Cp ~
o ~ w ~ ~`y I ~ I , ~ ~ , _ T; I , V , uu~ t ! I 11 1 ! , m ~
c» . n ~ C - _ ~ ~ . a~ cv ~ > w ~ i ~ ~ i i I ~ / ~ I \ , ~ i . ~ . , ~ ~ ~ ~
~,~~r u ; , W , , , . ~ • ao tV F- ' I ~ ~ ~ ~ I j ~ ~ I \
~ Nn~ ~ ~ ; 00~ ' S T " I ~ I ~ ~ , l ~ I
+ z ~ ; < h, >_O a , ~ 1 ; ~ ~ , ~ N ~ _ _ FIRE FF ~ oo = ;
~ I + ~ F~ 36 S 8 J p? N I ,~p ~s Q 8 ' ~ ~ ~ : 6 ~ ~ , ~ ; = 0 . , .
i - , - V 0/ W W C , + , ~ ~ ~ ` c~ , , ~v;. E. ,
Q~>> ~ cn U , I ~ I H- ~ ~ ZZ I a~n~_ w ~ . U > I - cc N ,.GINE,,, Q-~. i ~ ~ ~ o . ~,F ~ , r . I 'C~ ,
~ j m o ' ~ > ~ I ; ~ i ~ ~ ~~IIIIIIl1!!4~i~a@~ ! ~ ~ ~ ~ ~ i
Q ~ ~s m ~ o ~ NGT ~ ~ ~ o ~ ~-1 I o ~ , ~ ~ n 4s i ~ 7 46 ~ , ' ; ,
- , ~ . o rn~ , ~ ~ m ~ ~Op ~ ~ cv ' c~ o0 0; E 1.4 'i ~ ~ I i
~ , o~N ~ ~ ~ , , ~r . a cv $in . 8 f 30"RP W ~ o ~ j ~ ,
, 0 ~ PV • r. ~r n C ~i 9 \ U, ~ o d~ ~v I \ I I ~
~ ~ j , , ~ 8 D~I. ~ y , + u z~ «N~rH = ~ ~
WA LINE ~ ~y, ' ~ ~ - ~ , i, "K So w e , a ~.4~ ~ ~~RE ~Y ~ ~ ~ ~ s~oP , ~ ~ ~ o o
~A ~ , , , 8 D.I. I ° ' ~ ~ , C a w W W , WAl'ERLII , 8 D.I. ~ Q. 0% ~ ~ ASSEMB Y 3' MIN.
~ - - aa~>> , ! WAl'ERLIN ~i 8in.PVC ~ ~ o l ~ ! , o ~ o EN~, ~ , ,
, ~~-zz i ~ acn~_ ~ o, N , ~ N rN ~ ; u N o' S~Op 1~1 ~ i ~ ~ti~r ~ •8
~ m ~ , Q ; ~ ~ ~ + u ~ , 6 D.I. ri ' cv ~ ~
, ~ ~ o, , , , ' N ~ ; 2cv) LO ~•o~c~ n ; i , ~ o V~IATERLINE a~ r~ a ~
~ ~ I I ~ # I ' ~ ~ ~ ~ ~ m I I ~ ; ~ ~ ~ W ~ a n u~ . ~ ~ ~ • J ~ O
- ' i , ~ ~ I ~ ~ u ~ +u ~ 6D.1. a w =~n z I ~ ~ ~ , w o > - 0 ~ WATERLIN ~ , O ~ f ~ ~ , ~Q~ > , W
, ; ~ ~ Z i a w oC ~ L] 1 ~ acn~ _
! ' ` FIRE HYDRI~NT I > N
i \ , I i ' ASSE MBLY I i ~ ~ " , ~ , \ z z(~ r~ L E N G T H = i 6 3. 0 0 ~ a u _ ~y ~ N °N° ~ o ~
i LL. ~ = o N Cp J o co • SLOPE fi.79 . ~ Q
I ~ - _ ~ - _ I ' ' ~ ~ , ~~Q? ~ ~.d. •N ~ J Q . tA N C0 v , p. 0~ $IfI.PV~ r N N II I (n ~ ~
I ~ \ ~ ~ i I , ' I N•~ N~I c9 00 i W`_
~ ~ ~ ; , i' ~ 8 D'I. I ~ ~ ~ I ~ N~'~N~ ~ Nr.N~F- ~ J~~ cv ~ _ t II W~ I~ o
' ( WATE LINE I ! ~ I ' i ; , ~ ~ , I j =tO~Z =~'`~ZO ~ I Z N O ~o ; ! ; , ; gow- i ~oW" ~o ~
j i i , ' ~ , I I i r J~- ~ , J I- ~I ~ m C~ I N
i I , I - ( I ~ , ' n ~ ~ Et U,t ~ ~ ~ ~ ~ I ~ a w ; 4 z~ ; i p Q w i p Q u~ w ~ ~ ~
~ I i ~ ~ I PROP. ~IH#18 _ i ~ ~ ~ ~ ~ ~ ~ a ~ ; ~ a~~? av~r~?? z
T ' S i . , STA = +54.14 5.00 R < y• ~ ~ w ~ c~ ~ - _ J Q ~ t~
- ~'F. ~ ~ - ~ ~ RIM EL V-256.67 36 ~ ~ - W
I ' .p 4~ 048 i ~ INVERT IN =249.63 ~~i ~ ' i ' ! ~ U ~ o, ~ I Q 3
, c~ ' o cv ~ ~ o ~n , ; INVERT OUT =247.1 ~ ~r ~ • ry M O tA O tq i O GD I M '~t ~ tt9 ' N N O tf1 ~ Vl C~ ~ QM ~!t~ ~t0 ~a0 Nti~ N~ ~N ~I'Q ~d; ~~t0 ~ic0 ~N N00 Nd; W O a
t~N t~;,~ ~r ~ ~ I ~ NN NN fVN NN N,N i ~M ~(V M~ ~O ~0~ ~00 ~I10 ~~,C~ PO ~(U ~M W C~1 i ~ ~ d'; ~ ~ ~ ~ ~ ~t ~ ~ c~ ~ ~t ~ 'd' ~ c~ ~i M ~ th M tV N tV N J ~ ~ NIN (V'~y lVN (VN fVN tVN tVN NIN NN (Vi~y (V~,N NN NN NN ~ Q ~
~ d' ~ 0 O ~ 1~ ~SJ ~ i O ~ ~ ~ ~ ~ ~ c~
D n'~0 MN ~0~ ~O ~N ~(A ~ mIr- ~(0 '_lV , ~ tD i G~ ~ ~ Ih t~ 83 d~ N N~ CO N ' O ~ , i j z DRA4YN H ~
: 00 1~ 00 ap o0 pMp c0 p~p a0 p~p p~p f~ ~ t0 o c0 M ?A , ~ ~ p V N N N N N N ~ N N N ~ N N N N! N N; N ~ N oD N~~ t , ~ O O f O O ' l Q 1+ O O 1 O Z+ Q O yZ+pp 103+00 104+QQ 1 Q5fQQ 1Q6+00 147+00 1 Q8+40 D R D a ~
,~~O~N ' ' Od'ty HECKED °
i ~ GMM ~ i
t il ~ ~ ~ 95+Q0 96+00 97+00 98+00 99+00 ~ o z cc'~ o~ ~ ~ c~ co i ~ ' ' p~; ~ APPROVED ° 00 i CO O d; 0~ I, 00 a0 00 ef; ~ ~t' ~
o~-~ ~~WH~- M! o'' ~i v~ ao: I oo; t~ ~ ti v' cv ~ cv cv o' r: cn ao ~t G M M ~ ~ d' ~Q' d' ~ I d' ~ M C~ N N ~
' ~ II J(Y ~ N~, NI, 4~V N NI ~ I ~ WWW , N I N N N N ~ N N N N N I N N N c v S T A R T D A T E W ~ ; i ~ ~
I~ tA M O GO M GO Q Q~~~ a~~- i o ~ ao ao ~ ai c~~ r: N ~ ai cn - - H - . _ JOB CODE >
M M M M A iw~~. iA~~ - _ - ~
lV N (V N' (V (V M~ (V; N, ~ i ~ W.
O I N', 5h ~ G1 ~ ~ l ~ d ~ Q) ~ 1 ~ ~.I ~ L~ l '
6fl ~ Vj I~ l ril Ci N' ro ai r: ao a6 ~ v~ a r: , M M MI ~ ~ N N DRAWING =
N, N1 SV N NI NI N N N N N N NI N N N N ~ I N N No. ~
to I L i ~
• I rJ ~ ~ M (A 0i' M op! c
N N N N N ~ I~ c0'I ~p, to _ N N NI N N - C OJ 10 ti
, UJ
~ 6

~
U
v - ~`y~ Q,~ ~ ~ . ~ , ~ r; : i _ , ~ . ~ ~
M ~ ~`,rl~~ _ ~ ~`a, ~ ~ ~ ~ , v 0 • , ~ ~ " ~s , i ' ~ ~ t _ ~ `I ~ I ; i ~ Lk' , ~ ~ . ~ . I . . _ ~ ~ /1
- - " ~1~ ~ ~ , " cl ~ ~ ~ - , ~ ~ ~ ~ ~ U i ~ _
~ ~ ~ ~Q ~ 4) ~ ~ (j' V ~ ~ ~1 t~ % - W o' p _ . . I i . . . i ~I ~ li i i . i w~ s i ~ ~ r / _ r_ . . I ' - x _ ) i . ~ ~ , ~ i , i i . , - ~ ~ ~ i ~ ~ ~ ~ ~ •L ~ ,h ~ . ' . , ~ , ; . I ; ~ , , ~ ; ; ~ ~ ~ , ~ ; ~ ; w Q ; ; ~ a Ll O
~ ~ ~ ~ ~t~~~ ° l ~ 6~~ /y~. 'I M 9I,_ Q ti ~ ' ¢ ~ ~ ' i ; ; ; , , ~ ; a a~ ~
~ ,.J ~ '<<li ~ ~ ' • ~p ~ • ; =i .N ~ ~ ~ ~ N '.i ~ c~, ~ ~o~ ~ J' o cv ~ , ~ ~ i ~ ! _ ~1 _ , , D~ _ - ~ -o ~ ° t~ rn `i- - , ~ ~ ~ ~ ~ ~ ' J ~1~~~ - c I~ N C~
~ ~ -.r -i' i- ~ ~i Q ~ ~ I~ I p w ~,y~~ ~ ~ _ Y ~ ! ~ i A ~ - ' i i ~ ~h U~~ N N CO , , ~ , I' ~ , J
~ f ~ 0.~,1 Q I ` i,~ ~ L~l~. / - i~ ' ~ ,i - . O ~ 'a _ , , ~ ~ _ I ~ ~ ~+i _ j ~ ~ ~ r U I i f~, ~ C ~
i G ; J ' ~ ~ ~ _ ~ ~'J - p'~ ~~1 ' , ~ - z ~ - , ~ ~ 5A_ a~ ~ ~z~~ ~ ~I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ % T ~ P E~EV - a; ~r~ U,' ~v ~ m o~
/ ~h o Q ~i" ~c~ I . ~ _ N ~ o '=r~ ' ; ~ ~ 'b~ ~ S ~ ~ ~ ^ ~ Y v ..6 c,~ I ;c~-o-, 4 ~ - - ' ~f 2, 9.2~g ~t~ , ~c ~ Q ~ ~ ~ ~ <<; - ,U N . ~ ~J ~ - ~ ~ X
~ V' ~ 5: j'` I ~ ; ~ -~t;^ ~ ~ , a.; u~ ; ; IN OE1~F ~`45.~ w ; N N _ 'i , ~ r U .J~ ~1 ~ m ~ , i ~ ~
0 ~ ~ ; ; ,n a, f~ F ~ G ~ A ~r ~ ; N , . 6 , ~ ~ ` , ~i~.J u; i ' s Z ~ ~ ~ ~3 o~j' ~ ~ - ~ - ~ ~ ; ~"1 ~ kl,l~ ~ ~1~~~ 6~ G, , ; cv~ Ijj;` o _ . y g - ; _ N- a uci ~ Ri ~ ~ ~ o~ ~ r..i . ~ ~ ~ ~ r' ~ ~ ~ c ~r
~i' ~~p ~i" ;x'~'~, '~7 ."IV ~ " ~ O ,~J C~~ ~ 8 ~ ~ ,O G,~;~ F •9~ ~ ~ o. L' o~ '>:ivcv f1~' T EL~V.::~2 1; ,z ~`Q , J~ ~Y :0 0 i' ~ r~ r ~ ~ i` _ w _ c~ ~ w 'Q
~ ol ~ r t~ ~r, ~ ~7~ ~1 l~'~~ o Q I ; ~i ~ ~ ~ , ~ l~j 3/ ; 0 ~ a E~ - ~ 0 ~i d ~ ,~r~~ - D~t 2~t.0 ~ ~'w u~ o i ~'ry ~ ~ - ~ ~ ~t 7 ~Z c ' ' "ry
~ ~ ~ f ~ ~ ~ ; rr; R LENGThi 9 ~:82' ~ 4 _ ~ ..ep~ , ~ ~ ~ 0 ~ ;,r S~.OP~ 3. 5% 4 ~ ~ ~ _ ~ ~v , ~ 0 r u~; J ; ~ - ;a r ~ , ~ t~, a ~ Q ~
, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~i 1' - ~ , , , r~v ~ , , I~ DIA 1 ~ i ~ o ;t~. ~in. CP ~ ~ ~ ~ ~ p. , ; ~ ~I - _ ~ - ~ ~ ~ z o~ _ o.~ o ~ ~
~ ~ , ; ~ : ~ ~ ,o~ ~ ~ ti ~ ~ 1 ~~~~J1 ~ ~ , . , : ' ! 0 ~ ~ , ~ ~ r~ / r: ~ ~ r~1- - - ~1 ~ ~ i, ; ~ z i W , ; ~ ~ ,a , ~ , i- - , ~~~y , ~
~I. 1 ..I 1 I ~ " h , T r.+~~// , ' ~ ~ 1~ ~ . ~ ~ _ , ~ i' v';. ~ ~i , i ~ ~ ' ? ~ ; ~ ~~i,~'~ I
, , ti 1~ - - < , , ~ , ; , ~ ; ~ - . ~ ~ ~ - ~ _ a ~ ;~~1 W y ~ , LK ~ '
_ , ~ ~ ~ - _ ry , ~ ~ . .4 ~ ~ . , ~ ; l - - ii . , , ~ C3 , - , ( I ~ fY\ ~ .:?Y~~~i~ y~ ~ . ?-::.Y. 4 ~ ~ - y ; rob+ ~ ~ - _ ~yy, ~ ~ ~ ~ r , ~i ? _'_r- ' . : , ~ ; ~ i. ~ i . ~ ~ 'il~~p~ /j ?
, ~ ` ~ ~ ~ ; c?~ , j" ; ~ ' ; , ~y; 1 ~ 1 ~ _ ~ , i : w,~ i ~ , _ L . ~ . i- - _ oy' ~ ~ ~ ° . . . . ~ ' , . ; . ; ~ 1 - . ~ ~ 4 ..._t.`.. ; ~BF¢„ , I j tv ~ ~ ; ~ _ , . . jl__ . I _ ~ . ~ . ~ . ' . ~ _i__'' . I-„- ~'1
, Y ~ 1 1 t s~~:~ ~ ~ , ~ ~ 1 ' _ ~ - _ T _ ' ~ f I ' ~ _ / i L ~ i~, y~, ~ "k~-Fiy _ L / L' , -i-r -j - .i!`~ ~C7 i
' 1 1 ~ ' ~ ~ . . ~ ~ ~ ~ ~ , c' - ~ i t ~ ~ - "
_ 1 ~ ~ . ' y, i ~ 1 _ ~ ~ ti~ , ~ = ~ , _ _ ~ _ 1 ~ ~ ~v l ~ ' ~ ~ t, ~ I~ ; ' ; ~ ~ ~ ~~,pQ - ~ ~ i ~ ~ ~ i ~ L~NG~'H ~65.
~ ~ ~ 1 , , ~ ~ ~ i 1 ~ ti ~ ~ ~'j'~ ~ ~ ~ ~ ~ / ~ , , , , , _ . ~ ~ ~ 1 ~ , _ - - , ti ~r J , _ , _ r~ d~. ; ~ , ~ ; o; ~ ~ , ~ ~ ~ ~ ~ G ~SLOP~ 4~' ~o~`~ ~ _
, ~ ~ ` ~S ,S ; ~ 1 ~ ~ ~ ~ , " ~ ~ _ ~ m Q C)'~ ~ ~ = , ~ ~ ; - ~ ~ ~ , - ~ - ,1;. ~ p~. .a4 0~,. ' '~~LENG H 91 n, ; ~ ~ ~ , , I O.DO ~ SLb E i o - 6. D 0 r v~ I - ~ , A2 / ' cx 41 0
~ - _ ~ ~ ~ 1 V 0 h ~ c' - 1 ~ ~ _ h ~ ~ ' ~ ~ ti ~ ~ ~ ~ ~ r ~ J~ ~ d n ~ ~ ~ .R P, ~ . , Q ~ ~ " ~ 0 z ~ 4h ' DIAi 3 ir~. RCP
t - ~ ~ : ~ ~ ~ ~ ' . i 1` , ~ ~ t~ ~ ~ , ti - v ~lr, h~~. j o, t~~ i b _ - `L ~ , 4 5 Q : - ~ ; ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~
~ _ , ~ , , , , , ~ ti ; ti ~ o , _ . _ ~ ~ , , ~ D~~~ o~~_ i ~ ~ ~ _ o _t - • ~ t~nrc ~H ~ oa ~ ~ ~ ~ ~ ~ ~ _ ~ ~ ~ z ~ C;~. ~h - ~i :V v"` ~ ~ ~jl ~ ~ i C,~ ~ '_f ~ - ~m $L ~~~4.9~~
, ~ ,I _ , _ = ~ Q~ Q ~ . O . ~ ~ ; ~ , ; ~ ~ ~ . ~ , 1 ~ ~ ~ ~ 1 , ~ V p J _ . 'h ; ~ ' j o , , ~,a~, _ QP ~ , ~ ~,ry i py , ~ = ~ ~ ~ W ~ , ~ ~
~ ~ ~ . . - - ~ , ~ ~ . _ , ~ , . : h ~ _ ~ r ~ 1 I h, ~ ~ , , , i , ; _ _..;Q : fj ~ ~ ~DIA ~ in. ~~RCP , N_ ~ ~ ~ - ~ ~ ; <ti~, ~ ~ ~ ~ ~ j , _ Q: ; ~ ~~U ~~i t~'n'~ W ~ ~ -
_ , ~ ~ 1 ~ ~ ~ ~ _ - ~ ~ . _ ti - - . ~ ~ 1 ~ ~ 1 - ~ ~ ~ k~ ~ 1 : , ~ - _ _ ~ , ~ , , ~ - % ~ ~ ~ Ca ~ ~v~V ~.'~t~~ , ~ ~J ~ ~ , ~ Q ~ ~ Q o
; 1' ` ~ l 1 ~ i 1 1 ~ ' _ - ~ ~-1 ~ , 1 , ~ ~ ~ ,1 ~ ~ ~ , ~ 1 - ~ , ~ ~ ~ , ~ ~ - ~ ~ , 1, i % ~ V p , ~ ~ , ~ ~ . . ~ ~ ~ t , ~ 1 ~ I 1 ~ ~ ~ , ~ ` , w, ~ E:~ _ ~ ~ ~ t~, ~ ~ Z J ~ ~C
~ ~ ~~1 - , ~ ~J ~ ~ _ J,p, ~z j Q:: ~ ~ ~ ~ J, ~ 0
~ - l ~ ~ ~ = ~ ~ ~ - rF ~ ~ ~ ~ - . i ~ ~ ~ : ~ ~ ~ ~ ' ' ~ _ -~~'j 1~,~ \ ~ _ ~ ~ ~ , ~ ~ 1 ~ 1' ~ 1 , ~ , % ~ _ - y- i" z _ ~ °4~' ~ ~ l~ C~ ~ ~
J,`t ~ ~ ~ i ~ ~ ~ ~ ! ~ ~ ~ ~ , ~ 1 - - ~ ~ 1 1 ~ ~ ~ ~ ,_,1 ; _ . l ~ ~~C r~ ~ ~1 i ~ ~l 'i' ~1 ~ 1 ~ ~ ~ , , - ~ ~ ~ ~ 1 ~ ~ ~'1 1 ~11 v: _ ~ , , ; - ~ , ~ ~ . r~ ~ ~ ~ I , ~ N Q . ~ ~ , . ~r? - ~
VJ - I ~
U
HIGH POINT ELEV = 288.47 ~ ~ ' ~ ~ UTILITY INSTALLATIONS AND OTHER PUBLIC W L.~)
w FACILITIES INCLUDING S{DEWALKS AND HANDICAP _.1
HI~H POINT STA = 42+29.06 V m GRAPHIC SCALES > • ' I rn ~ ' . I u~ , RAMPS ARE TO BE CONSTRUCTED ON ALL SrREETS _
PVI STA = 42+17.88 w M o AS SPECIFIED BY CITY CODE. THESE FACILITIE~ C~
0 50 100 ~ 50 25 PVI ELEV = 292.06 ~ cv o QW - , HAVE BEEN APPROVED BY THE ClTY OF RALEIGH W
A.D. _ -1023 W ao co , W ~r cv , AND SHALL BE SO INSTALLED UNLESS A CHANGE -1
rn o n ' ~~Q i, IS AUTHORIZED BE WRITTEN APPROVAI. PUBLIC
PLAN VIEW K= 30.41 M ~ m ~ cv > ~ _ ~ 4 W SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ ~ N~ W
50 25 0 1~0 • ~ a 5~ ; i ~ ~ ~ aoai PRIdR TO FINAL ACCEPTANCE. ~ til i + ~c3 _ W N . I
~ - 311.1 g' ~r~ 0 ` ~ ~ O ~ i o i ~ ~ ~ ti ~ rn SIGNATlIRE: Z ~r u Q., 00
~ ~ N ~ o ii . o. ~ N ~ <C r o u ~
~ ' ~ ~ PRO~ILE (HORIZONTAL) I ~ N o ~ N F co > n u N Q ~ ; CHIEF ENGINEER
~ ~ I~ I- W Q w Z U i!) N F- J (
5 2.5 0 5 10 N~ . ~ ~ c~ u + a~o ~ ~ ~ ~ N ~ ~ - W Q ) ; PUBLIC UTILITIES
cv - + U > . ~ PVI STA - 45 38.53 > w~ ~ w ~ ~a > W
w BLOW- F ~ PROFILE VERTICAL ~n U ~ PVI ELEV 274.54 \ ~ ~ ( } , ~ M , ! TRAFFIC ENGINEER
! ~ i> MBL F U; > ~ m ~ A.D. 2.34 ti m ~ ~ U
o S~ C 29p , _ _ _ ~ ~ 0 ~ 7 ~ CONSERUATION ENGINEER ~ ~ U i ~
i - - - - c*~ ; ~ ~ °°I ; K 24. A \ - - ~ ASSEMBLY ~ M, 8• , + ao i r . 7 • Sa ~ ~n
~ i ~ I o ' ' ~i,cvi i , ~ ~2 3 N. ~ ml A u~ I 2. ~ ' o 2 Q o
, W I VI i 50. C o N ~ , , i i ~ ~ ~ ~ m ~ I ~ i V
o ~ U! ~I ~ , ~IN. , ~ 1 U ,y ~ , M , > , - - r. ~ ~ _ ~ ~ I ! ~
_ > W c~ - ~ ~ i i ~ ~ ' ~ I, { , I ~ I I i ~ Q i i
' , I m Iri N _ / ` , _ _ ` ~ , , I e- ~ I ~ ~ ~ I , I ~ ~ I
~ ~ ~ ~ ~ I V ~ ~ ~ I ~ ; ~I + I~ ~ ~ ~ N ~ ~ ~ m~ ~ ~ _
~ ' ~ , ~ ~ ' I ' ~ ~ , , -'S ; ~ U ~ i i I
, ~ ~ ~ u,i ~ OP ` ~5 04 ~ ~ ~ ~ ~ U M E =1. o ~ ~ ~ ~4 i ~ F_ ~ I 1 o I ~I , ~ i ~ Q~
V > cv ~ ~n.P~ ~ I tE C i ~ i~' ~ i.P~ ~ ~ I, ~o , I C ~ i~ , ,
2sa , ~ ~ .~z , o m + " ~ ~ ~ ~ ~ ~ ~ FI E HYDRAN m' ~
; `SLOP tA N p N I ~ E ~ ~ ' ~A ~ 8 ~ ~ ' ~ O , ~ ~ ASSEMBLY v' , , ,
lA W ~ N M ~ 81~, ~ ~ CI) . tA -
~ V ' h ~ ~ ~ \ N U ~ N tC) • 1 . ~ I ~ ~ ~ap ~ ~ ~ ~p~M II ~ ~ ~ 0 , o M 15 RCP .S m
ni p~j ' tQ N II C0 11 _ ~ ~ . o ~ , Op, ~ co , ~n~~n~ ~i o ~ ~
~ ' 00 ~ h, , ~ ~ _ ~ II ~ ~ , ri N ~ - I
~ O ! r~~N ~~i Cl ~ I+ r~~nl~ U' ~ , ~d'W I- ~ I >0 ~ ~ ~rn N ~ i ~ ~ M n~ N i
~~N,W ~ 'NN~.. I ~ -1 ~ , ~ II ~ " , ~ ~ - ~ , Q 0 ~p , „ ~ ~
a:uw~ i+ z 8 D.I. I; Qg > W c~ ~ - a WATERLI E " ~ ~ ~ ~ - z .F. 38 ~ ~ ~ p v H 8 Q.I. ~iq
OQ ~ w N 9 ~ am~ _ ~ > I ~r ~ ~ ~ F ~ ~ ~ .A I ~ W TERLINE ~ ~ ~
270 _ - ~ , p w o 0 4Q ww C i ~ ; ~ ~ ~ » ~ ~
, a~>y o 4p :/y i I ~ _ o~ . , , a~~zzl cv, ~ 8; d~ ZZ ~ ~
~ ~ ~p~~ 7 I ~ o ~ 6 •S \ i ~ ~ ~ ~ ~
, ,~ti 1? ~06 i I I o~ , cv C 2~ ~ ~,I ao n o ~ z I ; p
i' M • ti (S3 ~ O ~ 00 ~ (0 ~ I ~ N ~p ~ e- N e- ~ 0 ~ ~ ~ ~ ' _ .~0 •O •M tn I ~ ~o Mo r~ 3 MIN. W
~ ~ ~ N~ r3 ~ r ~ Op tn ~ I~ ~ I~ ' CO N (0 ~ + ~ ~ , ~0 ~ t0 (0 ~c~ ~u~ ~ , ~
I ~ ~ , N~N NN NN NN ~ g~W1- , ~ o ~ NN NN ~N ~~y NN ;
I ,i J , ~ ~ ~ i ~ ~ ~iIWR: O~ ~ I „ ~ U
~ W ~ ~Oh~ S~ ~ Q I h .IhN DA ~ 48+00 49+00 ! ° q
I - Z N M tD II i 46+00 47+00 , acn~~_ °r•cv 8i ~ 15° RCP ~ o , _.I Q N
~ N 11 f" ' ~A ~ Zsa , , , 'i ~ ~ o ~ U? W o
, , +>zo ~ ~i ~ M O t0 ! N i~ I fY J d- iD
~ N ~ C~ O tA I~ f~ ~ ~ W I- I- , (0 lA ~ r' M ~GO ~M ~~t M(0 r0 '~'c0 ' ~ J~~ I M 0~ (G lA tA I~ ' ~ t0 ' ~ ' ~f' ' ~ ~ W I I~ f~ , (4 t0 W ~ ~ R' t0 d' N~'~ Oi c0 N O cp cp cpl, ~ N Z O
op ~ a0 ~ c0 ~ cp ~ cp ~ a0 ~ a0 ~ ~ Q W W N N~ N N N N N i N N F- ~ m U I
NN NN NN NN ~N NN NN I F'~~~ ' i N~?? I ~ ~ z ~n " ~ p ~ Q -J ~ o,
I I t,. ~ O ~ ~ ~ ~ n- ~ OQ ~t
41+00 42+00 43+00 44+00 ~ i , r . k'~ _ _ ~ M W
~ M o~ ~ M ~ co u~ ~ • d; I ~ , cri O ~ 00 d~ f~ I 00 iA , ~ O l'7 J~ ~ d~ ~ ~ ~ A r" ~ t d' N _J Q W.-
~ p o0 i~ CO I~; I• CO tp N O C O t 0 ~ J~ t0 (OI N ~ ~ m ~ II
~ Gp n, t~ ti N i CJ I~, tV N i 1~ ~ M I, M o0 00 I~ N N N ~ N N N ~ N N N N N I ~ I~F~Zp f- d o ~ O O O O r. O~ N W i- (I)
M c'~ t~ t0 tA ~t N I ~ 00 00 00 00 00 00 , I ~ NGO MM ~oG Nc4 •c0 .~,..IF Z W~ ~ M ~ O~ 1~ uj d' ~rj N ~(1 II (j) ~ 1~~~y1~ IIIIUUI ~ W ~ N ~
N N N N N N N N ~ d' W ii ~ ~ N~ N~ N~ N~ N~ od~2~, ~ ~ ~~~~i, U O ~j PUBLIC fV ~N N N N(K F.. ^ ~ ~ ~
4~J+~ Sewer Calle Sewer Callection/Extension System Q„ ~ : S$ ; y-9 ; z
, The City of Raleiqh consents to the connection ond e ~ ~ ~ DRAWN ~ Q . connection ond exiension of the Cify's public sewer system os shown on , • QRD a
~ this plan. The material and constructions methods u ~ n d• r- ~p ~ O ~ Utilities Handbooks' standords and specifications: ~ctions methods used far this project sholi conform to the City's Pubfic 5~.~0 ~J2 ' o pecifications: , _ ~ ~ ; HECKED
ti 00 ~ 0~ t~ d~ O 00 tp - 6 ~ ' ; „ GMM z
~ 00 Op pp a0 Gp pp ~ ti f~ City of Roleigh N N N N N N N N N N Pubiic Utilities Department Permit ~ % . E~•' APPROVED °
d' i~ 00 i o ~~o` G M M ~ 09 O h U7 (V 4h~~ MCSN Q
Coostruction Approvai ~ sn! ~t N ~ a~~r~i~niliiu~~~~~~ START DATE N Nj N ~
Date ~
C~'t~l~'RAi AI(iT~C ~ ~ ~ ' Jd6 CODE >
N cr) co PUBLIC ~ - ~
1. SEE SHEET D-11 FOR STORM DRAINAGE SCHEDULE. N N N Water Distr Water Distribution/Extension System , a i
2. ALL SANITARY SEWER IulAlNS SHALL BE PVC SDR 35 i The City of Raleigh consents to the connection and e ~ ) ~ c0 UNL.ESS OTHERWISED SNOWN. ~ ~ c this plan. The materiaf and constructions methods u connection and extension of the City's public water system as shown on tp tA N Ci? ~ LL-
r p Utilities Handbooks' stondards and specifications: ictions methods used for this project shnll conform fo the City's Public ~ p Co N DRAWING ~ pecifications: to to 1*
3. ALL WATER MAINS SHALL BE DUCTILE IRON C150 PIPE. cv c N NI, N N C14 NO. ~ L ~
4. ALL MATERIALS AND INSTALLATI4N SHALL BE PERFORMED Pubity'ic of Utilities Ralsigh Department Permit # C
IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS - C Q7
STANDARDS AND SPECIFICATIONS AND NCDOT STANDARD5 ,~6~.9 Construction Approval r-1 CD /
AND SPECIFICATIONS WHERE APPLICABLE. - oate Q

~
_ _ . , ,,r ~
~ ~
~ ~ - i ;i~ ~ J
~h ry J i~ r ,
0~ o~ o GrH , J• ti 192 ~ SL .10 ~ ~rN ~1. , o ; t' ~ ~ ~ ~
, ~ ~ ; OP~0.5Q , ~ll ~V 0 /o > ~ ~ o v , r ~ > o 0.50 ~ i - x IQ jf L 4-
; ~ ti N DIq 24in , , ~ , h`~i ti . RCP _ _ , , _ 4in ~ ~ Q ° ~ RCP ~ ~ a~ - o ~ , a _ m ~
~ , ; ; ~ ~ _ ~ ~ ; _ , ~ , , ~ Q , ~ , , . ~ , * V . o Q / -o ~ ~a ~~~rn
, , , ~ ~ ~ , ~ - 0 - ~B#5,~ ~ ; , , , , _ _ ~ . ~ ~ ,'T J OP ~ ~ ~ ~ ~ ' C ~ I~ N 0>
' , L ~ ~ ; , ti- - ~ EV. 2, ~ ' ' ~ ~ ~ `E 3 ~ i ~ , ~ 0,~ ~ ~ ~ ~ ~ h , , ~ h ~ , ~ , I ; ; , o NV IN 225.89 ; ELE1~. 2~31.$1 ~ ~ ~ ~ ; ~ ~ a N N ~o ~ , ~ ~ ~no IN 225.8 ' , ~ ~ / ~ivv o ~ ~
' ' o~ , . - _ - 9 u~ - i i ; 2~ ;~.;~3;R S~i~'~~ ~ ~ ~ ~ ~ z ~o OUT 22 r ~ ~ ~ r~ 5.69 ; , ~ 'S E~i~x ~ ~'~t N ~
~ ~ ; ~ ~ ~ - 4 - _ r UT :Z25.69 + - ~ ° ~ a ry , ~ , ~ Q m ~ d~ o0 ~ ~ i ; ; Q, ~ ~ a~ ~
~ ~0 , G -r ' t`'~ U / - ~!i ~ ; :E ; - ~ 2, ~9.2~ ~ w ~ _ . ~ ~ ' z ~ CI ~ ~j~C,~ ~ , L N - ~ CiD~'eX1' ~ i ~ ~ _Sj N ~ 6} ~
, ~ N~ ~J ~.~~~o - ~b~ z - _ ,o z ~ ~ - U J , _ ~ ; ~ ~ ~4~.6 ~ ° - N v ~ w k - ~ t~ ~ i ; ~ ~ oU p~ t~ ; ~ TO,~ EI~EV. 230.$0 ~ ~ ; ~ ~ ~ ~ ~ O7 ° ~rn~
~ M ' ~ ' ~ _ _ w • e~ ry ~4~ ~EL ~~~4:~ - -S? - ~ ~ ~ 0 , . , ,YI 6g - - a,~ ~`i ~o - ~-~n w; I~ . , ~ ~ o ca~~' ~ ; p ~ ~ ; ; , ~ ~ w; INVIN 22544 ~
, , ;J~- ~ ~ ~T ~ , ~ ~ ,~t~t_ou~~ . _ - - ~,Q o i~ ~ ~ . E4.E 0: - N V. 2~ ,z J"ry W _ ~ ~ ~ ~ .oo _ , ~ Q , . w ~ _ ,J,`~ F- ~ ~ , , s- w ~ INW I - ~5~:44 , ~ ~ ~ ~ '3~~0~
g , . ;~r~a _ TOP ~ 0 T ~ ~ ; W ~i ' ~ ~ :9.~a~`-`-~~- - W ~ - w ~ ~IA ~ , ~1 2~7.0 ~ u~ N- Q z a' t- u.+ W ~IN'V (7k~~'`'2~524' ~ ~ ~ , / ~ ~ ~
~ ~ ~L ~co ~ ~I1~1i~IN_ 26,69 _ - _ , . ; ~ , , _ ~ , _ > i Q%z ~ ~ , U ~ ~ . . , _ ; ~t~` ;4 ~ ; o / c, c 0 _ Q ~ ~l - LEN~TH ;135:1 ~fi~~ 0 , v
~ ` ~q ~ J;'~ INV OU ~ ~ ; ~ ~ ~ 22~.49~ i ~ c ~ n~ ~ ~ - - d ~ ; ~ p p ~iW . , - J ~ ~ ~ ~ y p~' ~ ~ , , PE a.5a°~ ~ ~ ~ ~ ~ ~ s~o ,5 ~ ` r ~ l~
: ~ ~ ~ ~ ~ LENGl`H :50'. - , 0 d~: o ~ o ~r S'o,- / ' o fA 24 n. R P ' Q ~P , % p ~ ~ ~ o i ~
~ ` t'~ p,' SLOPE_.1: Q! _ - - ~i i - ` ~ ~ Q _ _ ~ ~ / :SI~ ~ d r 2~
~ 5~SI iw v~ o DIA 24m. CP ~ ~ ~ ~ , ~ ~ a. ~ ~ , WAL~~ - - t - - - ~ 5~ ~ ~ ~ r.. . - . , ~ . , ~ % . _ - ;~J 6~ ' ; Q ; / i ' ;
- . , ~ ~ . , - ; , i 'ix'~~k ~.1r1' - ~ ' 0 ' ~ , ' j _ ,.1}~"~ `VI ~r ~ . . , .-Pil..-r~~, ~ ~ , ~ ~ ,y.~ ~ ' ~ , , ~,i+, , y.'~'6 , . . s a ~.;;.-1' ~ Z , ' '"'r _ : --,a.v~ ; ~ . , , . ' . ' ~ >0 i , s , , , ~
' - . ~ ~ ~ . ~ , , . , i ^f°_ : . ~ ~i ~ , ; , ; r ± ; ,
4 _~fg~, . , i t.._._.-. - . ' kAd . _ - i : , i, ~ ' ~ ~ p ~ ~ i , r . ; ~ ' . ~ O t ' _ _ 1. ~ , ~ r`- ~ ~ ~ ~ - ~r ~ ; . --_____Y_~ ; ~ , , . , ,
, ~ ~ ~ _ ~ ~ - - . , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r , , , , . - , _ ---r ~ ,
t7 _ ~ ~3 - - tA , - , , ; f , ; ~
, 1 ~ , _ ~ ~ , , ~ ~ ~ ~ ~ ~ 1" ~ , , ~ ~ ~ l'~ ~ ~h~, ~ ~
, , _ ' ~.EN'G Ff , , ~ II ` Ii~'~, ; ~ ~ ~ 19~p.00` ~ _ - , ~ ~ ' ~ ~ ' ~ ~ - , ~ ~ ; ~ , ; ~ ~ , ~ , ~ ~ ~ SL4 E ~ ~ ' ' ~ ~ ~ ' I ~ - ~ , - - ~ ~ ~ , - ~ ' ~ , , ; , ~ , _ ~ - -
, , o _ , - ~ 6.0~ / ~ , , ~ ~ r ~ ~ ! ~ - I _ - ~ ~ , ~ , 1 ; DIA ` ~ _ ~ ~ , ~ ~ ; ~ - ~ ~ _ ; „ ~ , ~ _ ~ ; ; ; , ~ rJ . ~ ~ , _ ' i ~ ! ; , ~ ~ ~
R~P , - - - z ! ~ ' ; ~Q „ , i _ _ ~ , , i ~ ~ ~ W , , _ - ~ , ~ ~ ~ , _ , - ~ z~ ~4 - ~j/~~''~Je~~]I~ , : , ; ; '~5 ,
~,~NG ~H fi~ ' ~ ~ ~ - _ ~ ~ _ 5. ' ~ a~ ~ - ~lcl~ 6 ~ ~ i'~ 00~~ cy o U ~ , , P{V I ~F ~ Ja7.~L~ ~ ~1 ~~~ry ~ ' ~
SL'OP ~'~~4. ~ ~ , ; . ~ , ~ . ~ , ~ ; ' ~;;,,t~ : L ~ . - , - LQPE 94~0 , ,~~097 , ~ c~j ~ , ~ , ; , : ~ , - ' ~ ,~`i'° 'i!i1 ` " - ~ 97' C.QPE 4~ t~' i , _ ~ , , ~~y ; ~
~5- ~ ~ ~ ;INV ,J-,~ ~ ~ ~ c - _ 0l17 -2~~ _ IA 15i~ CP ~ ~ , ~ DIA 2 ~n. ~2 ~ ; do ~ _ - ; QQ ~ . „ . ; ~ ~ ; 1~~ W p ; ; N ~I ~ ~ , iL,fi _ , _ - IA 15in. RCP._ _ ' ~ _ ~ - ~ti .
v ~ ~ r ~ ' i°* a. e'~ ~ N ~ r , ~ _ ~ ' c~.~ ~ ~ ~ `N, ~ ~i _ - ~ ~ C~ ~ _ i ~ ~ J
O Q c~ ~ ~ _ Q ~ ~ ; Z~- - _ ~ ~ . ~ ~o ~ o _ ~ ~ ~ ~ <C - ~ ~ ~ C~ ~ ~1 /
~ ~ , ~ _ , ~ ~ ~ °e, , a ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ i a ~ , , ~ ~ ; ~ ~ ~ ~ , ~ ~ o ~ ~ ~ , ,
aa 5 ~ ~ _ 0 , ~ ~ ~ f ~ , ~
~ 41 _ ~ , ' ~ ~ c~ ~ , ~ _ ~ , - - ~ , ~ _ r ,
~ ~ ~ ! ~ ~~1~ ; , , , ~ ~ . , ; ~ ~ . . ~ , , . ~
U r~" - ~
_ ~ Ww
i ' ' I ~ , _W ~ E z
( , i ~ ~ ~ ~ ~ ~ I L____~ C~
, ~ I ! ~ 'E oQ- W
~ ~ mj ' W ~
~ ,I ~ _._____,__w---- _1 _ , __n_- - a_ ~ Q U~
; i ~ , ~ i ~
~ ~ Ir ~ ~ ~ 'I W 0
'i i ~ I ; ' ' I ~z
~ ~ ~ I i <C ~
Y , ; , ~ ~ _ _
/ ~ z
m i I ~
~ ' ! I I~ ' ~ ~ _ nn, ~ ~ ~ 1~0 ~ W
' - ~ PVI STA = 3+76.59 } ~I cL
' PVI ELEV 231.97 ~_v , C~
; ~n cv m A.D. _ .25 ~ GRAPHIC SCALES
~~~~ti ; ~ U K = 35 29 ~ ~ o ~ M` 50 100 50 25 0
~ ~ M ~n~ ' ~ ~ , ~ ~ N ' ~k~
s~? ~j m l W r
~ , Vi V ~ ~ ~ _ PLAN VIEW ~ _ _ 25 0 100
_ _ L~!_ _ ~ _~._.___~i~~~ - _ - , - .~'z--- ~ m ~r I , , i ~ m ~ t~1 I i ~ 50 50
~ , . 00 U I I i I I ~ a ~ ~a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,
~ , ~ ; FIRE H RANT ( N ~ ~ ~ : , _ I, m~ , ~ 3 M N. ~ ~ ,
' ~ ~ ASS M Y ~~l ~ ~ ~ I~tE UTILITY INSTAL~ATIONS AND OTHER PUBLIC I W ml m~; ~ ; ~ V U U~, ~1~ 7 ' , FI~E HYDRAN , , PROFILE (HORI~QNTAL)
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~ ~ ; - i - ~1SSEMBLY ~
~ „ ~ - - - T ~u ~ ~ , T CT D ON ALL S REETS - R T BE CONS RU E - RAMPS R E 0 - _ _ r , - 5 2.5 a ~ o
TH S FACIUTIES ~ AS SPECIFIED BY CITY CODE. E E ;~i; , ~ ~
HA BEEN APPROVED BY THE CITY OF RALEIGH ~ ~ ~ li i I ~ ~I - ,
A CHANG I , ! 1 i ' AND SHALL BE SO INSTALLED UNLESS E ~ ~ ~ ~ ~ I - IS AUTHORIZED BE WRITTEN APPROVAL. PUBUC ~ ; , - - _ ' PROFILE V ICAL , _ ( ERT ) ~ 1~ - -
-0.7 - - - - ° ~ / NTS ARE TO BE RECORDED I; ~ o SANITARY SEWER EASEME a ~ -0.7 _ ~ ~ /o ~
~ ~ - - - - PRIOR TO FINAL ACCEPTANCE. ~ ~ ,I ~ , ~
~ ~ ~ ~ ~ SIGNATURE: ~ ; ' ~ ' ~ o I , ~ ~I ~ \ ; 3 ~IIN, ; ' ~ ~ ~
o m < i , ' , ~ j ~
n T, r` r i I ~ ~ SC i ; ~ ~ ~ \
i NGINEER c~ ~p y~ ~ CH EF E o m~~ . F. 2 ~ j~ i ~ 1' i \
r•`~~rcv &t . 02 a~ t~~ - - _ i _ ' - i . \
PUBLIC UTILITIES ' ~ ~ ~j / i 2 t ~Zp ' ~
No ~o ~~w~~. , : 8 D.I., i I \ ~ • ~ ~ i ~ ~ ~
TRAFFIC ENGINEER ~ M N°O• a»'~ ' WATE LINE C~ o W t ~ ~ ~ INE i ~ ! ~ ' ~ ~ ~ ~
N~t N~t OQ~WW , ~ N N » , , I CONSERVA1'ION ENGINEER ~ - Z Z ' ~ ~ ~ \ ~ 0
afA~_~ i ~ r' - - 22O T M M - N ~
i 52 ui~~a , ~ ; ~ w ; ~
! ~ 00 oi ~
~ ~~~N ~ ~ _ ao N N TH 727.~4 ; ~ ~ ' ~ U I
, ~ ~ N~~ S OPE = 0.50° i r- Gp ~ 11 ~o ~I+ ZZ ~ ~ p ~ ~ J Q ~n ; ~ o .
~i NI ~ 8in.DIP ~t - - - ~ M N ~ . ~ o ~ - `~u~iu~~tu~q~u~~ ~ Q cu
0. II ~J~~ "'i ~ ~ ~ I ~~1 ~~r ~ ~ m i ~ ~ ~ ~N , ARO ~ v
WW I ~I ~Q~» I ~ QI ~ (n W U~I ~ t~ 'I ; ~ QF ~ ~ ~ cmD
~ ~1-- , ; ac~~?? ' Q; ~ , ~ W ~ Q; V~ ~irn , j N O ~ ~ , , , z o ~
~ 0~ ~ i ~ 0 I I, ~ N' _ ' ~ I- ~O~ II ' _ ~ m U { ~
~ ~ , N• M cv , 1636 Z~ ' t~. I ~ „ a o,
~ N ! ~ ~ 210 ~ N N , I , ; C _ ~ _ , Q- Q ~ ~ _ + ~ z O. , V' ~ ~ ~ 4
~ I ~ , g ro W /j~~~` •,u.~ ,~1~\~~ _ ~ ~ ~ ?A J I- q~~'irfp ' M J~~~ I.i
PUBLIC ' I ~ ! , ~ ~ ~ulr i Frti~ , i a w ~~~i ~~f w~- pQ ww
Sewer Collection/Extension System ~i ' , I , i ~ I lAi ~~A ~~1 ~ ~ Q~/ 3
The City of Raleigh consents to the cannection and extension of the City's public sewer system as shown on . . ~ H. VJ L~. ~ ~ ~ LL ~
this p1an. The material and constructions methods used fa this project shall conform to the Citys Pubhc ~ Uti~ities Handbooks' standards and speci~cations: Z ~ ~ N ~ W W N
Cit of Rolei h (p d J ~ L~ ~ ) ~ ~p ~e (0 f~ U ~ ~
Y 9 I I~ N d' Public Utilities De artment Permit ~ M M M O~p ~I(Mp ~ O N~0 o L~. c~.~ ~ d'N N~ p~ 1~ ~ r-zy
P ~~pp (G ' c~7' ' NI ' Njr: Mi~ d~ p ~ C M M~ M M M~N MI c~ M M Construction Approvai N~ N M N M nk! M N; ~ N I M N M N ~ ) c0,? M N M N N N QRAWN
N N N N N N f~1 , I ' ~ ~ c~ ~'.N N RD a J N Q Q GENERAL NOTES HECKED °
Dote ~ ~ - GMM ~
PUBLIC 53+OQ 54+00 55+00 56+~ + H ET D-11 FOR STORM DRAINAGE SCHEDULE. o 56+00 67+00 58 t 1. SEE S E APPROVED ~
Water Distribution/Extension System _ 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35) GMM ~ 0 ~
The City of Raleigh consents to the connection and extension of the City's public water system as shown on ~ I UNLESS OTHERWISED SHOWN. STA~T DA~ W
this plan. The material and constructions methods used for this project sholi confam to the City's PuWic r„~ ~ ~ Utilities Handbooks' standards and specifications: • ~ ~ ~ ro C° 3. ALL WATER MAINS SHALL BE DUCTILE IRQN C150 PIPE. M; ~ o ti J
OI d~ et tn! l~ d' 'R MI c~j M M,. M', c~ ch City of Raleigh N N'~, N~ N~ N: Ni N~ N~ M M M N 4. ALL MATERIALS AND INSTALLATfON SHALL BE PERFORMED ~oe CoDE > ~ e~
i~i acr.nRnaNCF w~TH CiTY ~F RAI EIGH STANDARDS -
Public Utilities Department Permit
Construction Approval - ' ~ STANDARDS AND SPECIFICATIONS ANQ NCDQI' STANDARDS d ti C - - , ANp SPECIFlCATIONS WHERE APPLICABLE. DRAWINfa ~
Date I ~
N OQ M' O N No. ~ ~
p)! (p (rjl N N e') c~ , M I M~~ M C#)' N N N -1: rn ~ti ~ z M 0 N N~ N
Nj N N; N', N N' N N N c m 12
~ ~ ~ i
~ - a

,
U
~ ~ ~o t3. ~ ~ ~ ~ , ~c~ ~ ~ O .~S 0'~" V ~ o ui co ~ ; ~ ~`~I co ~V ~ I-~7 ~ Q - z~ ~ ; c~, ~ __J E-~,. F- N N
~ i~ 'C~ it~d'.. L~. i ~3 ~E o f '`J ~ , ~ ~ . - , ~ , ~ -4. caN ~ ~ 20 ~p>, 6b~ Q ~ N ~nQ , o~Yru i ~ ' p o ~D ~ ~ ~ . ~ v~~ Q- L
p~ r / ~ „ j / ~Z " ~ T~ - Z Q, ' i tA ~ ~ - t~' ~ U t CY oi 'a ? ~"cr - N~ ~ ,o~ ~ iri,~` ,e- ~ , % " ~t'' ~1~' F- ~ , - ~ L~ ~ > , ~ Q~ U) ` ~ h ~ a~ N N ~ ~ C~ '~t'~LY t~ P fV Q.. ~ > ' ~ ~ ~ • i tv -
, . : o. ~ ~ 2 ~ . , ~ ; , O ~ O , ~ N _ 0) pp ~ ~ , ; , ; ; . ~ , u1~N, ~ ~ ~ ~ a ~ ~ m~0 z j, z L , ; r~ M, ~ - cv ' 'd' w Z o~ - Z (V , O „~j N l- ~ ~ p ~ o - o' _ c GENERAL NOTES a~ -
~ J ?r' , - d' ~ . ~ t- _ r~ ~r~ ~ r O j' i'~ h' ~ ~y N ~i', ~ 154 ~ ~ ~ ~ ~ ~ co ~ ~'1 C~~~ ~ CO N _ -t'~f~ ~ ~ ~n ~ ~ 00 o o U~ 2Wap'~ vWz~z~ ~ d_ rn~ U o ~ a Ur~ i~'~ - 0 Q o
, ~ N ~~t4 ' r- N ~r , , ~ !.3 ~ ~-ti • M - ~1 # . N . M ~ u) ~ ; , . J ~ - • 6,11 Z .~q ° ~ ~ -11 FOR STORM DRAfNAGE CN DULE. ~ z ~ ~ ~ ~ ~ p~ (~p . . 1. SEE SHEET D S E ~
~ ~ > co N~ • , ~ ~~j u~ N o~ , ~ ~ : ~ 7 M; EV 1~ - o 53~~ 4- ~ I` ° N W- ~ W h o,1~~ t„ . llj ~ I`' N 1~ 1 ~ d~~~ ' l J~' ~0 'S . tt. J F- ~-d o-('4 ~fl IA ~ c ~,lj ~ i=•° ZJ Z,Z Z U a~ N N<9 ~tL~ w,~ ~ 2. ALL SANITARY SEWER MAINS SHALL BE PUC (SOR 35) ~ o ~ ~ ~ ~ ~ o
V~ g Ud J i~', , q t4~ S q f t. ,c7 ,~j t~l ~ N N tV : ~ ~ ~ I - W ~ ~ N ~ r~ O u.~- . -3~ r~ N oo n~ ~ ~r„ .,~5 ro ~ ~ . ~ . M , ; . M ~ ~ ~ = UNLESS OTHERWISED SHOWN. ~ ~n ~ ~ ~ i ~t (r ' ~ ~ ~ Z ~ co
~ ~ ~ ~NG `~~:1 ,b - " O ~ ~ ~ t3 tA N;~~ ~ U d~ ~ . } M N N M ~ 1s~^ ~ ~ i : ~ ~ ~ , 0. ~ ~ , , ~ ~ ~ ~ A - N o0 . M ' ' . 3. ALL WATER MAINS SHA~L BE DUCTILE IRON C150 PIPE. _ N ~ ~ ~ ~r~ ~ I. tc~ ~ Q~' m ~r o0
~ u'~i P~ Gp~~ ~ ~ 0. ~ c~ , ~ ~ ~ W r~ c~ c S1A 9'~ N 27 > z U?- ~ m p ~;o~ > N~v t- , z W i~ g ~ ~g~r ~ a ~ ~z m p _ _ _ w~s z . - - w ~ - 03 ~ s r W ici ~,t ~ ~~-~~"J M~; 4. ALL MATERIALS AND INSTALl..ATION SNALL BE PERFORMED ~L ~,c~,~,~ - d~ ,J o o > osv-~ a~ N a~
pIP, ~ o ~ ~ - H a ~ ~ ~ ~ ~ N ~ ~ ~o w ~ a ~'oo r ;T ~ ~ ~ z h zzp iC7p a 0 w~ z I' o~;~ ~c~ IN ACGQRDANCE WITH CITY 0~ RALEIGH STANaRRDS ~ j v r~
o ~r~~' ,U ~ ~ ~r N,~ U ; ~ Q ¢ - o , ~ oo~ ~ ti'~~ a' 4 ° i i? b z ..i > , q t. ~ 4 > > > W ~ ~ ~ ~ _ Q > > ~ v~ 0 t11 ~ ~ ~~-j 4 ~ ' ' ~ STANDARDS ANQ SPECIFICATiQNS AND NCDQT STANDARQS ~ r~ UJg ~ a <t N ~WZ o N°'d-
~ II I- ' ' = W tn , . ~ ~ ~ s - ~ ~ , - 2.,2 Z '~~y 0 C Z ~Z ~ ; r~ ' - - U F- T - - L ~ ~ , ~ , ...i U _ -ap ; _ ~ ~ ` , . ' ' ~ " %v` " Q, c~2t tiZ dla l.9~= Z 6 ~S 08 ~ _ . > _ _ ~ APP AB . ~ L p ~ ~ a ~ AND SPECIFICATIONS WHERE LIC LE ~ W Z , ~ 6 . - m p > ~ h ~ _
0 0 ~ ~f U _ i~ F"* ~ ~ ~ , ~ ~ - _ ~ _ . , _ U ~ Z Z , ~ e ~ _ ~ ~
f o a ~ . - ; , , ! ; ~ ~ ; ' - ' ' 2 _ Z ~ ~~t ; - - - , , o, , s~ 6 _ ~ _ _ ~n
~~6; ~ 2 ' - i 8, ~1~ ; ~Z~fi~_~_, 3l V+~It ~ 0~xr~ r~ ' U ,
/ oJo, - ~ , ' ~ " G ; ~ N~ ,~o ~ ; ~ a„ , ~ , ~ . _ . ' ` . ' ~ ~ i ; ~.~Bq , . '°1 i_ .
~ o C , ~ P , ~ , ;0 ~ n, g~, ~~,R ; , ~ - ~ ~ , ~ i N a ~ ~ , . . i , . i . I . _ ~ ~
~ ~ ~ _ , 1Q%' , ~ ~p~ , ~ o 'D ~ > ~ a~~ . x •r . 9~ ~ ~ , , ~
S'' ` % 'd', , ' ~ . ~ D &~r m % Y ~i0 ~ ~ i _ .~i ~o i_ _ - ~ . , , ~ ~ ~ ~ _ _ , , ~ 'N _ r;~,t r" _ ~ ~ , , ~ . ~
~ ' ' " Q~S~~ - dM ~ ~t~ , o K 3 ~ b d ~l al ~ a r, ~ - ~ 5~8.~~~ L o - , o o , . - J . ~ - bs _ _ J L.
ci~ ~ ° 0 0 ~ W o cv • ~'u56 t/10 • o U S. G - ~ ~z6`~ - o,~,os, ~o - - _ 0. p ~i o tv, L 8 . ~
, ' N i` `f'~ co o- l ! ~ - ~ ~S? ~ p, p ,i N~? bo ~ ; 1' st i , ~ - ~ ~ ~ ~ M S F •S 0, OlS o ~ ~ g~; . ~ ` ` ~ ;o n o ~ s _ °d~, S~ o ~ b ~ M ~n
~ ~ ~ M ~ N C~' ~ b y~` C y (Y ~ 3 % r o 2 ~ ~ r. U o~ b o. 9£ 6 ~JN~"I ~ co U~! 0 ~ ~b a ~ ~ m ~ ~o ~ ~ U a,~ ~ ~ti c~~aa ~ ~ a ~ ~a~ ti Q' ~ ~ ~ N ca, Up,~! 0 Q ~ , ~ ~
~ ~ ~ ~ o-o~ ~ = ti ~ , `~n ~ ~ ° . t,} W ~ ~ - ~ ~.;o ~ p ~ ~ 6 ~ ~ , ~ , o , . ~ U , ~Z ~ E- o~r S ~ Z~~~ Q ; ~r ~ ~ - ~ ~ ~i Z~ ti ~ N ~ :M
~ao ~ ~-~d W ~ Z o ~ ~ q ~ - ~ ~ J ~ ~ I C cc lW p . c~ i ~ i'~ ~ lu r(} fA r ~ ~ ~ ~i ; ~ N J ~ , ~ ~ . c~ ~ ~fiJJ
~ N:~' 'i ~I-d F` ~~''>Nm ~ d~ `G, C ~ ~.Z ~ ~ ~ tf)~~- ,~i~W Z > ~ ; i 2 0 ~ UO w - ~ N ) N m ~0 0 ~ _ - ~Q ~ „J ~ f~ k- ~ a ~ U , W
~'W ~ 0 0~ J w ~v ~ e~ J ~ i o k'" p, s`a w,~ a'i ~ z ~ z ~ N ~ a~~' M N'~ °d ~ ~ ~F. _ ' ~ , ~ u~ I ~ ' ~ ~`j
r o. , F f~ C W m~` ` 6 ' 4~ 'E9 W <E-- t]. ~ cn O a0 ~ ' P , , ~ ~ c~ M Q ~ 0 ' ;c~ o~ , . . z r~ ; i ~ ' 0,t ; Z 4 Q ; ~ ~ _i > tu ` - ~ Z Z _ r1-_ - - - ' c+'~ D~~~B S -0 oD N ~ " ' ~y! ~ ~a 2 ~~~o _ ~ ~ a ~ W _ , >co 0,~~ ~ ? ~ m ~ ~ ' ~ • ~ ~ o ~ r,~ ; ~U ,om ~ ~ N~i! c , ~ ~ Z
tS~; ~ ~ a[ q ' Q (jJ C9 M ~i; Cj ~ ~n ~j `1 N r;~' ~ F= 2 ~ ~ , N I- ~ ~ ~ Z Z , ~ ~ , ' _ .U}-_ ~ ~ ~ f- W ~ << ~u)
N ~ cfl i ~t- ~ F- (ij~ 6.~'I J ; Q] N 61~-M U ' 0 0~` ,ri ~ r r ! W _ - L l~ ~"C.~~ - - tD ' , ~ ~ _ - I ' ~ ~o` 'c~~ ; ; ~ lL~ ~W W~ U~~V -Z ~ 0- r'~ ~ c~ I ~ N ~ ~ zQ Q m
, , , . , , , . ~ ' ~t, o t~~ o~ ' - G? _ 86% ? ? k- ~ w ~ ~ / ~ ~ , ~ _ - N I. J _ J W _ J ~t~L~~ a'~b~
~ - , . , , ~ 6~ ~ _ A_ ~ ` , ~ ; ~ ~ , : ; ; ; - - - - _ _ - _ _ ~ - ~ ? ; ~ ; ~ , ~~t t r ; ~ ~ , ~ _ 4 _ Z , g `q ,~~j' ~ - z~,z~ l
~ , ~ U a ~ - ~ ,b ~ti~ , ; ; ~ ~~~b~ a Q z ~ , ~ o ~ d ~ ; ~ ~ , o , ; _ _ - ; o 0 W ~ » ~ ~
~ . ~ : - ~ - ~ ~ ~ o o ;a , _ _ 5 ~ o ~ z ~ ~ ~ ~ ~.o ~/,/y~ _ ~ Z I , _ 0 F- _ ~~~i ~ r~
~ ~ eeo ~ _ er/ ~ ~ d ~ " ' ~ `~;bs z~ a t~ ~ ~o ~ / p~~, ~ Q~8 S ~ ~bs 0~8 ~ ~ ; . t~ Q' - ~ ~ ~ ks"" , v 1 ~~~bs 0~8 , ~
~ 5 tv S' ~ - ~ ~ 86 , ~ ~ , ~ p m S' ~ ~ ae ~ z6 ~ ~ / ~ /~1~ ~ ~ ~ ' ~ y ~ ' ° ° o° ~ M ~ .L ~ ; . Q Z6 ~ t~~, ~ bs 00~ 9
61_ _ Iy1~ ~ i ~ U1!L _ , ~.t ..n _ _ i _ ~ ao~ U ~ ~
W z
C~ Tli I !N ? LATIONS AND OTHER PUBUC (~C U ~ TY S AL
~ I' TI 'P~ ING SIDEWA~KS AND HANDICAP = FAC ~I ES, i ~CLUD PUBLfC
~ ~ RAMPS 4RE TO BE CONSTRUCTED ON ALL STREETS Sewer Collection/Extension s,~tem W ~
~ AS SPEClfiiED BY CITY CODE. THESE FACILITIES The City of Raleigh consents to the connection and extension of the Citys public sewer system as shown on ~ W _ _ ni this plon. The material and constructions methods used for this project shall confcrm to the Citys Public I I I`~ HAV~ BtE~~ APPROVED BY THE CITY OF RALEIGH Utilities Handboaks' standarde and specificatians ___1
0' ~ TA UN ESS A CHANGE r~ AND ~HA~~ 8E SO INS LLEO L Gty of Raleigh Q
. . V 1 " iTTEN APPROVAL. PUBLiC P~nf~~ utu~t~ oapa~tme~t P~~t ~ Q Q~ ~S AUTH~RIZED BE WR
SANITARY SEWER EA5EMENTS ARE TO BE RECORDED c~~N~t~o~ a~P~o~i W CL'~ Z
PRIOR TO FINAL ACCEPTANCE. Date Q,_ ~
SIGNATURE: Pt1BLIC Q
Water Distributia~/Extension System
~H~EF ENG~~E~R The City of Raleigh consente to the connection and extension af the Cltys putrlic water system as shown on z this plan. The material and constructions methods used #or thls project shall conform to the Clty's Public
Utilities Ha~dbooks' standards and specifications: Q
PUBLIC UTILITIES City of Raleigh PuGic Utilities ~epartment Permit ~ I
l I I Z
TR,qFFI~ ENGINEER Construction Approval ~ Date ~
- CONSERVATION ENGINEER
~
~ ~ m
O ~ r,
I~ N ~ ' i 00 ~ m W -
- - , - m U P I STA - 69+12.93 T -..~.._j ».n.,.___~___ 'i , I . i 'I . I
~ > ~ ~ U >W , ~ , ~ ~ ~ l 1
~ w ~ r ~ P I ELEV = 24b.95 • ~ ~ ~ ~ ~ ~ m ~ i t~ ~ m e~', ! V~ j , N W ' i
~ ~a; w ~ A.D. = 2. u. I , I I
I oi ~ , i ~ ~ ~ c~ ! ~ w, N , K=84.56 , ~ I ~ 'J~1
, , ~W ~ ~ , _ _ ~ U _ - . _ ' L~V ~
_ V~ ~ _ I > ; _ ; oo U , > ~ W , I ~ O M W ~ 7
, w ~ ~ ~ , ~ IRE RA ~ ; ~ FIRE YDRAN ~ L IRE YDRANT ' U
~ ~ ~ ~ ~ ; ! ' A EMBLY~ ASS BL ; A EMBLY ~ ~ ~ ; , U'' ~
ao , ~ cn' I~ , ~ ~ i ~ o ~ ~ ~ ; r' ~ I
m ~ ~ ~ , ~ ~ ~ ~ ~ ~ - , ~ - ~ T--- i ~ i i N , - -fi~- , , a ,
MI ~ ~ i ~ I fJ. i ~k ~ ~ ~ , ,I i ~ i ~ V ~ FIR HYDRANT m ~~i o I~ 0
1 ~ ' m; A SEMBLY U ~ ~ ~ i~ , I I m od
i 7.9g i - ~ ~ Ui I ~ ~ _ ; j ~ , , ~ _ ~ _ , v~ z ~ I ~
~ _ 54a~ lF ~ ; _ ~ _ - - -r ~ - ~ cr ~ - ; - ~ ~ ~ ~ ~ wQ i~ l
s ~ ~ C ~ 1 , - _ _ ~ _ _ _ ' ~ , - _ , ~ ~ ~ ~ ' 411 Ilillll _ ~ - 240 r , - _ ~ CA ~
.2 , ~ ~ _ ; , 8i .9 o I ~ ~ n. ~ 4~ ~ ~ - - - - _ _ ~ R ~ , ~ ~ ~ B L ,
C ~ _ - - ; ~1 ~ o ~ ~ ' _ ~ _ - , - ~ - , ~ - : : s~ ~ ~ A~~I~t~'- .
ao ~ ; 30 RCP , i i' i ~ ; ~ ~ -O.T ° o ~ . /o ~n N ~ 18 RC~' ! , ~ ~ -O.T i ' _ - z - S ~ R ~
~~a I ~ i I MIN. ' ~ ~ , ~ 3 ~ , o ~ ~ ~ ~ ; .t'9N i _ ~ ~ 6 ~
N 0~ d' fl ~EN ~ I ~ ~ ~t' ~ r. ~ ~ _ N _ _ . ~ i t , > ~ ,~1 • , ul _ _ ~l
.4r ; ~ • ~ ' ~ ~ ; ~ ~ ~ , _ , !NE a ~~q~ r / 1
~ + z ~ ~ , ~~NG 1 _ > _ 0 rn. ~6 FH = ~ c~ Q pV~ ~ .52 ' , i ~ ~ ; ~I / ~ ~ ~ ~ MC ~ « » ~ ~ n i ri
c~ W H H ~ ~ 3LOP~ ; o I . J , 1.0 /o M 0 ~ ~ ~ „ ~ iilni (j ~i , ~
. n w ; ; 8~n.pV~ 12 D.L , ~ ~ Q w w Q' , I , WATER LENG7H~ = 386. ~ o i~ I (Y o , j Q N
~ ~ > > 0 ; LINE , i 83 ~ , . H- z z ~ ~ ~ ~ ~ SL4PE p, 0 12 D.L ~ ~ 53~ ~ ; ~ ~ cca ~
ROP. MH~5 ; - 'n ' . ;23a W p ~ _ ~J~o~- m
PR . N1H~fi4 PROP. M 1 ~ ~ PROP. iMH#~2 ~ ~ $TA = 68+07. 9 _ + _ , _ + EN r~ $TA - 75+19. 2 5.00 R , H 1 w~
ST - 69 25.86 5.04 R STA - 70 ~2.38 5 AO R , STA - 74 19,1 ~ 1.5~ R i ~tIM ELEV=2 .81 _ _ RIM ELEV-241. 2 RIM ELE ~240.05 ~ RIM EL~V-~37.~5 R 1.5 R ~•a1 IM ELEV=2 .24 i cv o ~ S I ~ ~ zo ~ o ~0 E _ ~ ~5 1.61 INVERT IN =2 .34 ~ m
I UERT IN = 38.81 I RT IN =235 2 ' ~ 3 INVERT I 234.05 IIdVERt IN 2~ .~5 ~ ~ U ~ ~ 1.~5' in.P ~ I~VVERTII~= 9.34 ~ J z~
, I RT IN - 38.31 I R OUT =2 5.1 - ~ ' T 2 INVERT UT -233.20 ~ II~VERt OUT -230.~5 ~ I ~ ~ ?30.~5 INVERT OUT 229.14 0_. 0~ a
, ' i ~
, , , ~ ! ' ' GRAPHIC SCALES w- c~ a ~ J°--~, ~ ' G~ ~ N r- N', ~ O~ t0 N O N .J Q W~-
~t' CO ; tC 4~ c~ O N r ~ I I~ ~ ~ N '~t i^ ~e- ~t+. ~O ~OD ~l'~ ~'0~ .'r N~ ~Id. ~I~ 'dIN '~t .t~ .,r .I~ .~N . rn 50 25 - c,
O ~ t0! ~A~t c7 N~~ r' Cj ~ T' f~; ~ C01 Oi OI1~ ~'i~ ~ d' ~''i~ C4C0 MCO M!OD ~'n' d' d~ d' ~1' ~ ch M ~ t{3 M I M f~ c`~ C9 o' . o~ . ~ . ~ ~ ~ ° c~' ' > Q ~ d'~~` M~ Mj~ ~ M ~ M ~ C9 M I- -o NN ~~N NN N~N NN NN N~y N ~ ~ 6~ ~ .
N~y N(V N!(V NN NN N''N N(V NN NCV NN ~i(V NN NN NN NN NN ' ~ ' ' Z W ~ ~ ~ W N i
' - __wi~~ ~ ' PLAN VIEW ~ ~
D 67+40 68+00 69+00 70+00 71+00 72+00 73+00 74+04 U O ~ + 76+OD 17+00 ~ 0 100 ~ 74+04 75 00 50 2 5Q
- - , a~,wN z _ ~ ~
~ ( , , ~ I ~ DRD " , g
i t0 Q~ t~I t{J M c~~ CO ln CO CA N N c0 1~~~ o0I ~j ~ ~ co ao ao o PROFILE (HORIZONTAL} HECKED ~
tV O OO! 1~ t0 1Ai M f~ N r i- fJ ~ W ~ ~ ~ ~ d' d' ~ ~ ~ d' ~t' ~ 'cF ~ d' c'~ M M ~ cil oi ao ~ ~ ~ o r G M M ~ M r, M cn M M ~r ~ n I ~ N, ~y N N N N N N ~ 5 2. 5 d ~ 1 ll APPROVED °
N N N N N NI N; N N N Ni N N N~~ N' N, ~ i ~ ~ I
~ ' ~i ~ GMM ~ ~ _ START DATE w
- i , ~I ~
li , i I ~i (0, O c+~ tA N I M I r' ~ ~ O ~ I c'9 ~ N' (0 I , PROFILE (VERTICAL) H ' ' ~oe co~ H
~I rl O, ~I ~ ~ MI Cn
~ ~t I 0 m- ~ co O O O ~ CO GO Oi! C' •-I d~' I c~i M cW9 MI ~"f I I ~ I ~
~ M N M M cf) c')' I* N~ N N' N N N~ N N N N N N N N NI ~ ~ NI N N~ N N N N N o
~ i I DRAWING '
~ ' No. ~ L
~ 2
C
QJ 13 ~ C']
/ C'J

,
il - e'~~e ,
q e ear u~~+ ic~n. re~r ~ ' INV OUT 232.7 ~ _ ~ w - ~ 5. I „ , ~ ~s ~ " ~ VII~TH'~C ~ ' ~ ~ C _ ~
A ~ « c _ Cg~5g S"~ ~ R1P ~B#68 -?v ~ ~ i _ _ i ; = ; ' _ -TOt~ ELEV`. 234:75 ~ S~ ~ R1P f~q ~ J - ~ ~ L~I
~OR Et U. ~6,$~ , _ i - ~ _ J i f_ C~ INV iN 2 314_~ ~,f _ a_; ~4 ~ _ INV 1N 228~,91 ~ , , H 54 2 ~ ' C~i#7~ f1 CL ~ , U} _ ~
, ~ . . , ~ ~ - ; 0 <i, _ ~r T4~ NV OUT 2~3~~3 d ~ ~ - ~ a ' ~ ~ ; , o,~, rr _ T _2~8.71 ~ ' ` ~ , ~ _ r 1~9~! ~ I.~t, a~ a~ as ~ ~ << To~ E , z37~~4 <f e ~ , ~ ~ ~ ~ ~ > ~
- , S~.4PE ~ ,ti ~ r _ _ 3.3 , - ~ /o , ,r1.r , ~`~~JNV o , o i ~ ~ o ~ . , s#s8s BL H1C o 1 ~ ~~n ~~NV` N ` i v~ ~ ~ x ~ 4 ~ ~ ~ ~ - - ~ r t~ ; a~ ° ° o
o` , ~a~ ~L~IA 1~m. R P, ~ YI#83 OP= ~ - ~ ~ r. ` = I~IV 237. 7RAMP~ ~ ~ G ; 232:00 . * r, p. U 4: r ~ ~ ~ ~ ~ ~ : , ~ ~ I~IV~~ 3.~1 l?, m , Q ~ ~ a rn...., r~~ ~ ~ ~r _ ~ ~ ~ - y Z -I,p . - o
_ ~ - t7 rt~~= , ~ _ i !NV Q ~ T 228:~7 ~ ~ - _ ~q;g C~ ~lt,, ; ~ ~ _ ; _ C3 I~`~, ~~C ~ ~ 0 Z a ~ z ~o ~ rn - ~ ~,^p~)` ~'m ~ I c ~ rn a, o - ` 1 A'' -I, ~ ~ "n~' > U ~ N N
~ r~ ~ ; f TOP; ~k.EV. 232.0 ; ; . ~ ; , ~ , , ,a , - ; ~3:~9 ~ ~ ~h - ~ ~ ; . ~v~~ ~.77 g .~,m ~ ~ ~o ~ ~ h , J - ~ P ~ Q Q ~ T~, r~ C 0 ~n o
~z . ~ CB#69 ; ; ~ F;, PRfVAT ; M; GTM 31 'T ~ , ; C] ~ . ~ INV 0 T -22$: ~ 7 ~ ! I g•~~ ; rp ~ ~ e u~ ~ ~ i i 1~ ~ 00~ ~ ~ ~ p - r~ ~ ~ z ~ ; p ~
6 ~ TOP EL~V. 35.55~' ~ ~ ~ ~ ~ ~ ~ o R , 211,~ T 15;~CP 1 ~ - ~ / r ~~JRAI~I. ~ ~'i~ T PE 0,5 4 ~ ~ ~ /o , i INV . 25,~oa 0.50~' °f'`~ ~ ~ ~'i~ 'T h i< ; A ~ ,t~ ; ~ ~ , rv ~ N t~ ~0 0• Ni~ ~~0 ~ F Q m-~- ~ aa~o~ ~ ~y ~ ~o s / ~j ~ ~
R2 - ~ ~ 1~51 , % /o .00 3C~.00' )/o n.R p X, ~3 T~ E V.~~ ~ ~ o~ i. 0. 00 ~ R 0.00 , L Z. - i / ;/~f - I a~;~ 5 1 ~ ~ ~ '9 Nfi ~ } 'L „ ~ ~ g~ c~ 2 sr p~ ~ rn a~
, . ~ 'H C D , ~PD n~C~ ~ fNV I 2 ~ - ~5 00'.- ' ± I\ESJ~~IVJ,'~~ r c''~-' , ~ S~' c9 V N~- - _ ~25. o ~ ,~l i t~r ~ p i : - ~ 'S , c ~ ~ rn ,
' ~ / a e - _ _ , X - ' t : ~ - INV 0 - _ _ r - _S " ~ - ~ ~ 0 - . ? d' v ~ / / p ~ ~ ~ ~ ~ `I, ~ ~ -~i ~ ~ W
~ ~ ~ ~ . - ' % - - ; ~ . , . t ' ~'~A 5T~}rl?~'~ ~ P~ ~
, , ;O ~ ~ . ~ , ~ , J . ~ % ~a~ , ~ , ~ , . , ~ ' , ;i ~ . . . ~ ~ , ~ ~ ; I ~ ~ /..d, - i ' ` ~ ~ _ ~ ' EAS~M~i~T , ; : ~ ~~4~ , ,
, , ~ r ~ „ C} h / / ~ ' _ ~1 ~ . , , „ , ; ~ ~ ~ ~ ~ ~ , li1 - ; - _ _ ~ ; , ~ - ~ - L y~~'' ~ I ~ K / \ , , ~ '~i.'1:,. ~T. ~ r- `I f 1 . v
~ , ~ : , , - , ' ~ _ ; , i r , , _ _ _ , V V. 2 :2$, u ' + 5
` > :x ~ , . ..,k.. ~ ~ ~ ~ ~ ~ / z / , ~:t~~ ~7 i ~ ~ ~ 41 oo ~ ~ ; , ~ . i, ~
25.Q0' ~ o ~ _~lC~' 0. ' ~ t'~~ i C 76 ~ ; , ' ~ . ~ ~ ~ .3 . 76 ~ ; - ~ i ~ ~
3 0o i : 3a.oo,' ~ - ~ LENG7 ~ ~ ~ ,58 , - - E~~~+ ~4 ~ J L -c ; ~ ~~'r , M ~ ~ , ~ ELEV..:- .85 '~1 ; ~ 8 L .
~(V{~p,,, . g~~~ T 2 , ~ SLOP ~ 4 ELEV.,; ; , D L H SLOP ~ _5. 0 . . : _ ~ , , E 1.34 0 , " ~ ~ IN1~ IN,23{~93 'j , C ~ VI - _ ~ ' IN,23{~93 _ Ta _
3 i ~ 34 - ~ ~ RA~II ~~A 1~m, R ~ 5'',SID - - ~ ~ i I~I IN 230.92 ~ ,J ~n Q ~ ~ ~ 0 I ~ ~IN 230.92 ~o~oo ~ 0 ~ ~~5 , ~ ~h Q - -
'FQP L~V., 237.28 ~ CB#69~~, , v i - _ RA 35. ~ ~.5~ , IN OUT 234: U ~'~J ~ r G Z Z ~ J OUT 2~~1:~ 0 ¢ - ' ~ ~ Ssio~ , ~ 0 w z~- - ~,~/c ~~PR~ <
INV~'~ UT 23~,65 - TOP ELEV, 2 r ~ ~ ~ I 3.9i9 ~ ~ J ~ ~ ~ ~ _ _ ~ DO INV IN 230 9 ~ ' ~ 0 ~ ~ 2 ~'k ~ . , - 5 ' ~ ~ ' ~ 76A ~ _ D ~:tk~~~ Q .i* ~i ~ _ t~ ~F - , ; - 0~, 0~ , ; 0 z m~-
~ . , , , , ~ ~ -p 38, ~ 0 , ~ * ~ ~C # I: , . . .,i / . , \ . ~Y - INV O~T ~30.8 CB#60 ~ m . , #76A p _ ~ , v ~ti , C - ~ ~~5 tv r
a - RY DETENTI ~ , . TOP LEV . ..~34 ~ - ~ ~ ~'OP~ ELE1~, 230.67 a ~ _ - ; ~ FE ROND6~ I , = aN~~ 2~1,~0 LEV,r -~4: ~ f~~ I - m - ~ ( ~ ~4 ~ ~ P,qT~ ~Tt~~,I~~~ _ N ~ ~ P~~l, N -
~ . ' INV IN 227. 6 • in'~ , , i' - o~~ NV OU 7.02 ~ 2~ ,50 1~=i _ k Si ~ ~ N " ~-N~T + ~ _ , ; t _ ~f~1N. ~A~?ES~~4~ o~ _ ~1., 36. _
. z~- INV IN 227 2~ ~ .,i - ~ _ z~. ~ , ~ _ _ ' . ~ SLOP~~ 0:50° ~ P~'~ ; ' ~ ~ , ,~I z f ~ - -I n ~0
, , iNV OtlT 2 7.1B -v ~ - DIA 18in. I - : ~ - - , _
- i ~ ~ ~ ~ _ . RCP ~ i ~ ~ z z p oo I I ~ ~ ' ; ~ ~ ~ <E ~ ~r~k 3 ~
Q
~ A
~
~ V /
0 ~
CV N r, Q~U
+ {p ~M W z O
~N ~
II ' ti , , Z~J~ > ' o I ~ LOW POINT ELEV = 233.47 W N ~ ~ PV! STA =110+81.54 W = 33.47 o
Q c'~ I , p ~ o. , M ~ , LOW POiNT STA =167+66.38 + • PVI ELEV = 232.54 C~ a 00 ~ ~
Nw ti a~or ~ ' ~ ?n' ~66.38 ~ o A.D. = 5.~2 <C W mN + W P u ~M i K=18.00 ~
PVI STA =167+23.30 > N ! ' ~ 'i ~ n' ~ ~ I t @7 30 „ ~ W `C N ~ ~ 99.32~ VC ~
a o0 • ii ~ ~ o cv; I PVI ELEV = 232.73 ~ ~ , ~ ~ II ~ ; ~ d~ I ll ~ p~ d'
r. ' ~ ~ N~~ W I - ~ 4~ i n>~ ~ A.D.-3.65 I > ~ N ~ W cn w ~ Q w o ~ L~
II I I ~ ~ N W ~ I ~ ' K=~a.sa - ~-J ON M M » w - O
~ Q ~ W~I>> ; ~ w~ , > da o~ r . ~ ~y o+ o ~ N ~ W ~i
al~~; a ~ , , ~ w ~~~a f ~ , ' ~ ~ ' ' _ ~ : , , , , r i c~ q, ~ o o ~ I U CV I 0. ~ M E+7 W ~ Q_
_ ~ , > d , a i + ~ ~ Il N ~ (A V ~ " ~ ~ ~ ~ ! ~ il V ~ I ~ W ~ ~ ~
- 240 a i , ~ I, , t0 I ~ Q II ~ m , V ~ W m ~ ~ W I
~ •9 D ~ - , , , ; , i W , ~ ~ 2 ~ 2ao ' ~ - z
o~ ~ , 2~ 2' o , ~ 240 - a o ~ ~ W ww ~ - ~ ~ ti Q
'~8/ ~ ~ - ; o ~ ~ , ~ i ~ i > ; _ _ _ ~ n. - i - i , ; -r- _ - ~ ~ > > ~ -
~ ~ I ~ ~ ~ I ~ \ ~ I ~ _ -o aia a ~ - k ~ ; ~ 1 ~ ~ _ ~ ~ , ~ ,6 - z 2 ~ i , i
~ ~ ~ I , - ~ ~ . ~ i - ~ , ~ i _ , Q
. \ ~ ~ I, i ~ ~ ' ~ I~. ~ ~ ~ ~ . . , - ~ _ ~ , i , ~ , _ i i ~ ~
' ~ I I I j ~ ~ ~ q , y i ~ ~ \ . ~ V~~ ~ II ~ , ; , ~ 1 ~ ' ~ „ I 0- ~ i~. i ~ i
~ ~ ~ I ' ~ ? ~ i i ~ ~ : ~ ~ ;
~ ~ _ ~ ~ i ~ , , ~ , ; , - ~ i ~ i ' ~ 2. o ~ 2, o
~ , ~ , ~ _ 230 ~ ~ ~ ~ ~ , ~
~ ~ ' i , ~ ~ ~ , ~ I , r ~ ( ~ ~ ~ ~ o
~ ~ ~ ~ ~ ~ 5 r~ o ~ ~ RCp , ~ , I o , ~ ~ I - 234 ~ I I I ~ 230
~ ~ I, ~ ; ~ ~ , ' ~ i ! ~ 1 , ~ ~ ~ i I ' i, ;
, tt c~ N ~'T~, ' ~ ~ ~ ' i °d' N `'n = ~ ~ , , ~ I ~
~ t~ . o~ N , ,$8 ~ ~ ~ ' • co N n ~E _ ~ ! ~ , I I ~ ~ I I I
f ~ ~ 00 N II II W ~~/C a, d~ ~ I~ II Z~ ~ ~ ; t+y~d~ICVN ~ ~ ~ ~
j ~ O ~ `GO IP ~ , i i ~ _ I I
~ ~~WF~-f-F- ~ I o ch ' ~rc~ i I . ~ u! F- tA . ~'~N I i , a~ I I ~ c
a u w ww ~ ?•~r~;N =r"~~ I OQ W : ..cv >_0 , ; I I i ; -
~~„g » ~ .~tNN ~~l(J _ •ON(V II r"' ; I ~ I , ~ I , ~ , ~
~ ~ , ~ N II $ ~1 ~ ~Q Q I , , ' ~t II _ W ~ `i I ~ a
o U ~ =o zZ S 0 -4.50°k > ' DATL .lI ELEV ~ o 220
4 I ' ~a~--~ z i ~W~~~- Bn.DIP - ~ ~20. 00 ,
4 ~ J ~ ~'~a' I' I ~ a~~www ' ° , , ~ p Q w ~ I~ .o ~?n ~?c~ I
I ~H~>>.> m , M~ ~r ~,a; ~I~ I ' ~ I~ M M~, ~I~, I
~ Z Z~Z m~ I , i J _ --1 I ~ ~ ~ ~ ~~N ~IN ~~N ~ N I ' ~ ~ ~
U i ' ~ 0 Q ' ~ , ~ i ;
Q N ~ ~ i 110+00 111+00 z
0 U ~ ~ ~ 4 ~ N
21 , , > i ~ ~ , ~
0 ~ , ~ 210 ~ ; ~ ~ ~ ~ ; ~ cy+ a? c~ v
~ ~ ~ ~ N ~ ~a~ o~ 40~ ~ ' ; I ~ _ ~ ~ ~t ~ ~ r ' M M' (C ~ r
. N ~ t~ ~ e- ~ e- ~`,I.- ~~N ~iN ~ fV M1 C'~.I j . O O o0' t~ • ~0 OD (Q l'~~ CVi 2') O N N~ t~V N~~ ~ U ~i N ~ ~ ; I J ~ o°
et ei' M!,~ M~ ~i~ ~N ~ ~ ~ p ' [QI. ~ M C'~ ~ c0 M , c~ c~ C~ ery N N I, O N{V N N N(V N N N ~(V ~y N CV I N CV N N N N; c~I ~ I I ' i ~ ~ d
N ~ > ~ m I I ~
I cn w ~ ~ i I ~ ~ ~ ~ N
147+00 + ~ 148 00 149+00 1+ ~ ~ 5fl d0 151+00 15~~00 ~ I ~ ~ ~ ~ 0! ~ ~ ~ r- O ! W ~ ~ ~ N co ~0 a0 O~ N O m
~ ~ r ~ ~ i i - _ ~ ~ - M M! C4 M et ~ ~ ~ o ; ~ N N' N N N 0~
; ~ , , - , i ~ , UI ~ ' i ~ ~ ~ ~ z~ N , ; ~ ~ _ ~~14~1~u puy~ ~ Q J ~ ~
~I' t~ C~i ~i ~I (~I i ~ ~ r: ~ pp (p ~ ~ MI N! ~ ~ ; i ; ~ R~. . R ° oo Q
d' f'4 ~I C41 M N e- C OO I 1~- I ~ N N N N! N N~, N t'MV ~ N~ N' I ' I- • I ! I $ / - = I c
, ~ N; N N' ~ ~ ~ , ~ ' i ~ • Q~ ~ ~ o J ~ Q ~ T , Q ~
, , ; , ~ DATLA~f ELE6° - - W - . - -J ~ . ; = AC = > m .
' , ! ' 0 h,, p~ t~ i ~ ~ 200.00 - . Q ~ 0 ~ 36 • , ~ 6, ~ ~
M~t ~W ~I 00 'd' i~ ~ t+~ tt ~ . e~ j~ a? f~ N O~i ~~N a0;~t ~ : ~ ~ O v cc ao oi - G~ • E W w N
•j 0? cA N O O i MM ~M MM UTIUTY INSTALLATIONS ~ D OTHER ~ BLIC t~~ ~ c+~ r p pj' N~ N~ M ~ :0 d' l~ ~I~ 00 J ~ c~ ~ M M M M Q' ln N ~ N ~ N ~ N ~ N '"qi~ ~ . U O
~ ~ N tV NN NI FACIUTIES, INCLUDING EWALKS A~ HANDICAP N~~ N ~ ~ M M ~ tv I ,V N N N N d;~ll ~~P"~~ c`~.~ ; 1!, I I~PPi~+ z
A P N N N N UBLIC N! N N R M S ARE TO BE CON TRUCTED ON ALL STREETSI ~ Sewer Collecton/Extension s~; ; ~ ~ I DRAWN H ~
AS SPECIFiED BY CITY C , , 1_____~ + . . d8 OQ 167 00 HAVE BEEN APPROVED BY THE CITY OF RALEIGH thfs plan. The motend md cortstructbns methods used tor thls pro}ct shall conform to the C~t's Public R a + DD ~ ~00 166 00 165+00 ~
Uidities Handbaokf' ~ta~dords and speafications: Y AN~ SHALL BE SO INSTALLED UNLESS A CHANGE HECKED . ~ GRAPHIC SCALES GMM ~ ~
IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC City of Ralei¢i , Public Utilitia Depatment PermiY ~ ~ O~ M ~ 1 2 5 ~ 5 Q ~ ~ ~ APPROVED °
SANITARY SEWER EASEMENTS ARE TO BE RECORDED conec~U~ew, Apprrna 1~: cG ~fi' ~DI 50 ~ '~t; r• ry' ~ a~ o •I GENEP, ~ ~ GMM
PRIOR TO FINAL ACCEPTANCE. M e,~ c*~~ M hI 00~ ~I ~ ~ M ch ch ch', c+~ 3TART DATE
SIGNATURE: °ote N N ev~ N ~ N N ~i N 1. SEE S~~i ~T ~-11 FOR ~~.;i~~~,' ~~~RAINAGE SC~'E~'~'~'~~. ~ PLAN VIE~Y
~~~n~~~ ! i I ~ , ni i^nn~~i~nrni ~r~nrrn i~n . ~n~ ~ r,~ r,~,~. ,~r.r, ri
ruou~ ~ ~ Water Distribution/Extension Systan ~ ~ ~ r~LL ~ n:v , ~R f Jtv trC ~,hHLL tft t'V' ~JUK J~~ uUIiC:UUt ~
CHIEF ENGINEER _ The City ot Rdeign consmts to the connation and extension of the Citya pubuc irater sntem as shorm on 0 1VO , Uf~L~SS CT7ERWISED 50 25 O 5 - ~ W cr
this lanH. 7m~Moombot'xatd end~s , b used for this ProJt shaM conform to th ' e Citys Public M O ~I OI p consondNtCtispecimscatrnethodsns: Utllities fi •I ~ 3. ALL 'ti'r~TER MAII~S SHA'~! BE DUCTILE IRON P?PE. a ~n o; ~ ~I ° ~
PUBLIC UTILITIES city of Rai~ N~ tV t+~ M M Cf) 4. ALL ~ti~A~TE,.ia~ ~s A~~a iivs-,4-LaTioN sNALL - DRAWING ~ tD' °'l ° PROFI LE c~ M! M M ~ rr„~,.~~, ~ ~ TN ,,,T,,~,.. , (HORIZONTAL) ~
Public Utilitip DeparUnent Pertnit ~ N N' N N TRAFFIC ENGINEER construction Approval N N; N NI ~ IN A~~~~ ~hNCE Vvl , ~~~~TY OF RALEIGH ~ N0. „
, STANDA~?,;S ANO SFF~,~'CnTIONS AND 5 2.5 ~ , .rl nr,'' ,r,"n ~ 0 5 10 Z AND CATi,~;;.. 4~-7~rE APPLICAE_E onson- C 14
Dote CONSERVATION ENGINEER ~
~ ~ ~
PROFILE (VERTICAL) ° 0

,
U J
, ut = r - n ~ 'oi -I
p iw ~ x. ~ "~t ~ Ul ~}r ~ ~ , t ~ ,'~'j ~ ~ rn ~ ~ ~ ` \ : C pt11 N p ~ ~ , ~T~ ~ ~q Z~ ~ N ~ ~ r. i ~ _ , a~ w a~
y U7 a7 ° ~ r"' " ' ~7 N ti ~ , ~I~ o ~ . o „ . ~ , . i' ~ (Q N , e, p . ~ _ _ ~ ~ > ~ ~ . o ,,~~~-~?N~ ~ ~ x
~ p' (j( " ~ N ~1 ~ ~ ' G~' % ~o G ~ ~ _ ~ a ~ N ~TH 78.5$ n~.~ ~ v- . , i' ~ap o rv N ~ d _ 67 ~ .~..J
; _ o n ~ ;n~ ~ ~ ; r=? n e? rn ~ ~ ~ - •~'i ~ N ~,S (~P~ 1.1~0 ~ _ ~ o i ao _ ; ~ t " W Io ny , j; 4 ~t; . , A"I ~ ~ ~ N 5~+~'G W { = o ` - N ~-~sw~rn
o O ~ ~ ~ m {aD;~ 1~ ~3J a w I ~ ~ ~ vi ~ ~'~d , ~ ) 5~n. R p : p , ~ ~ ' , W' ~ , L_._ - k7 ~ ~ f~N~ Q~ U a ~ N N CO
~ ~ - ~ _ _ , ~ , 7o d ITt~ Q ~ ' , - ~ a ~d07S , ~ o~, ~ 1 z- , ~O N C~ 't~ Q J u~ O , ~ ~ ~ ~
^q - - 100 ~ R1 ~ o _ ; ' ~ , y ~ ~ - U i ~ ~'L~, ~~i ~zrc~ ~'r?~ ~ ~ t!~ p~ N I~
~ ~6L 6~ ~ ~ o ~ I ~ o ~ ~o ~ TD!1? r ~ ~~'.,o a _ ( ~ l, 1 I I G f~ <C m ~ o0
4 ~n m - r'~ ~ 3} '~r ~ ~ ~ ~ ~ / T11 ~j ~ ~ f~ ~i M(/~' f/~ J ~ 0~ pp ~ k a.~,.. _ ~ ti~ % ~ I a~ ~ 0 : ~ ~C N _ ~ r . - i% ~j ~J ~ ~ d~ ~
~ - ~ 4~ - - < < ~ I I ' ~ Z ~J ~ C~ n t~ ~ p - ~ , o ; ~ ~ , , ~ Lr- ~ a~ ~ - - 1 ~ + c ~ os rn
- -i ~ ~ m ~ ~ HfC~ NG ~H~~ 9~7.21 , ~rtn ~ ~ ~..y •6~ ~ ~ ~ ~
Z Z n ;~p~ _ - ~ r SC.4P 0,5~0° '4 : o m . Mp ~ ~ ~ x= ~ <<~ G , ~z, 5 ~SI ~Wi~~, ~ o _ a ~ w ~
~~DIA 1~ i~. Re~, k~ ~ ~ 0 Z ~ . < 1 ' . . , ~ o , ~ ~ , ~ m -C N~, o ~ , ~ , ~ ~ ~
_ , . , , . , r , ~ . ~ > ~ : N "'p ,v , ~ a~. ~ , ~ - U ~
N ('t1 - - < ~ , < ; Nw~ ~a ~ ~ o ~ , ~ ~~j~, ~ ~ ~
N ~ ~ ~ i N OD~ ~ i ~ ; ~ri~~ _ ~ _ ~
N ~ ' ~ ~s W r~ ~ ~ ~ z' ~
N W _ ~ ~ , VJ ~ ~ _tr c~ ~ ~ L56 ~ f ~ ~ SCALES , ~ ~ ~ GRAPHIC
~ - ~ , rn . ~ \ ~ . ~ N o ~ C , ~ ~ ' Y , - ~ , 0 50 ~ ao - ~ ~ ~0 2~
Q ~ `a ~ ~ ~~~~~y.Q ~ ~ , . ,y , ~ ~E" , Ot ~ ~ , ~ _ ~ _ , O Z ~L. ;
_ ~ , , _ , - ~ _ Z~ ~ - , , _ _ - N~gH - - ~ ~ ~ y L 118:92 «G ~ 2
o ~~4; ~ .ZZ ~ t, ~ ~ < C~ p~' STLORE ~ ` , ~ , , , C~ ~ , o'~ . - 6~:~010 ~ , , - ~ ~ ~~z z ~ ~~r PLAN VIEw , C.
, ; ~ _ _ _ , o ~ ~ ~ _ , , ' ~ ~ - - . . ~ 15in: , - ~ C , ~ Z ~ ~4 ~ ~;CP~ I - r ~ ~ N~. o ~ a 100
~ o o ~ m ` - , - m'~~~ ~ , _ `,o ~tv ;-1 t~ m ~ ~ fn ~ j ~ ~ r ' ~ m\ d~ 50 25 50 ~ ~a~ ~s~ ~ ~ ~J~. p ~
, ; , , _ , . t~~m ~ b~ _ - N ` ~ . _ ~ m ; ~ , _ _ - _ N . . ; ~N ao_~ . _ _ . . Y'. w ~ ~ d ~ ~ ~ ~ ~ a
m y _ m ~ fl'I ' ' ~ ` OD ~ ~ ~ _I ITI v a6 ~ ~ ~ ' - ; ~ ~ ` 'o~~. ~ PROFILE HORIZONTAL o ) ~ 9~, ~ _ . u~ f
d~ N ` fn ~ W V N ~ \ 0 '~l, ~ ~ W `Q ~ _ ~Q c~ •g ~ d \ , ; ~ ~
, ~ , ~ , , Q -~t r , ~ . m - tn . ~ ~ ~ ~ , ~ . , , _s _ 0 , _ , r , - _ _ - _ ~ , ~ ~5 ~ ~ 0 5 10 ~3 , ~ ~-x ~ ~ w~~ 5 2. 5
D ~ - ~ ~ - ~o ~ ~C <,< 0 ~ , _ ~ ~ , ~ r- 3 ~:y, ~ _I ~ y, ~ ~ ~ - ~a ~ ~ ~ -
o~ o ~ ~ , _ ~ d~ , ~ ,o~.~ o~ ~ ~ . t _ ~ ~ ~ ~ ~ • , ~ . , , , ~ ~ ` " ` o ~ n~ ~ ~
, , , , - , - , , , , , , _ , . , ~ ; ~ ~ ° - - _ ' t~~~CZ rsN ~ , i . . C~ p~ ' , a ~ PROFILE (VERTICAL) ~ n A~ ~ Q
~ . ~ ~ ~ ~ _ - ~ ~ ~a w ~ ~ ~ ti . ~C~? .5 /o ~ .o , ~ ~ ~ ~ ~ c~~~~ ; ~ ~ _ ~s ~ ; ~ ~ ; ~ _ ,
0
~
~
U z
Ww
~ _w
~ _ ~ ~
OQ- W
W ~
~
o r. ao ~t W ~
z
~ ~t ;i ~ 4V Q
o ~-a~- 110.OG' VC ~ dtj CL.
~ ~ z
; ~t ao PVI STA =159+~9.80 v~ Q
' _ 77 37' VC + ' V I ~ PVI STA 1 ~7+69.39 ~ _ , , ao N I ELEV 24 .73 > , ~ ~ ~ W ~
, I ~ PVI ELEV =i 237.47 , i ~ ~ _ . ' , ~ I w A.D. -5 6 W ~ GENERAL NOTES
, _ ~ U i A.D.-4.30 K=19.3 ~
, , U>' 1. SEE SHEET D-11 FOR STORM DRAINAGE SCHEDUl.E. r~ V 1
250' ~ - , ~ , ~G m ~ ~ 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35)
a~ ~ ~ I ; o o ~ ~ UNLESS OTHERWISED SHOWN.
~ ~ ~ I ~ ~ v ; ~ 3. ALL WATER MAINS SHALL BE DUCTI~E IRON C150 PIPE.
~ ~ ~ ~ cv ~ I! , , ~ ~ 4. ALL MATERIALS AND INSTALLATION SHALL BE PERFORMED
' ~ o w ~ j , ~ ~ IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS
o ~t > ~ ~ ' il + > ; M ~ W ~ STANDARDS ANO SPECIFICATIONS AND NCDOT STANDARDS
, , ~ th (11 0~ ~ , ~ AND SPECIFICATIONS WHERE APPLICABLE.
O ~,N ~i , i I O I ~ W ~
~ O r ' ~rj O { ' ' i O 1~ ~ ~I (A V ,
~ t p + O ~ ~ U ~ ~ ~ ~ i tA M tf~l M ~ (n ~
2~ ~ ~ m ,
II ~II ~ I % ~ ~ II ' II I ~ ~ /
QW Q W , '
f- J H' 'J i f~ W fA W i i
~ > > ~
a ~
~ ~ , i
~ , , , ~2 ' ' i~ '
b896 ,
2~ , ; ;
230 - ,
, , , , ; ~ a G~ I
15 R ~ i ~
~ RCP q-15 , i z
ES 6~ ' ~ SO F 0 ~
~ ~ ~ 'w ~
~ ,
( ~ ~ U
, J ~ o
; , ' ~ ~ N
Illlll IIIH~II ~ Q ~ 1,1, C r " ~i' ~ .~-i
220 ~ R~, A ~n w ~ S' ~
i ~ 'i I Q~ ~ w ~ , o; ZONO
~ . r- o ? • = ~ m ~n _ , ~ U I ~
4 ~ 0 I ~ ? 9 6 3 6 Q ~ Z~ ~ ~ , ~ ~ m
~ l~_~1TC~:~I ELEV ~ ~ ^ ~ a
'?15.00 ' , ; (L~i ~ _ /~~i/' 'C-\ ~f I C ~ ~ ~ ~ ~
, n P ~M o~ a'~ ~ O?I cVr d'~ .OD .N •O .cD o I '!~n~~ M~IN~~~~~° Q w ~ ryilllltllt - U J ~
p~; O• ~ ~ ry• e} tp ~fj o0 O aj ~+j OD ~ 0~ I OD ~ Ifj ~ d
ch ~ M C? N M M c0 ~t ~t ~ I Ni N~ NM N~ N~ N~ NN NN NIN NN N'~~N ~N ~ , N N N N N UTILITY INSTALLATIONS AND OTHER PUBLIC ~ t~ ~
, : ~ I WA KS AND HANDICAP PUBIJC z ~ ~ W FACILITIES, INCLUDING S DE L
T 4N ALL STREETS Sewer Co~lection/Extension Systan l11 N v RAMPS ARE TO BE CONSTRUC ED ~
155+00 156+00 157+00 158+00 159+00 160+00 A SPECI~IED BY CITY CODE. THESE FACIUTIES The City ot Raleigh consenis to the con~ection and extension of tha City's public sewer system as shown on U Q ~ S this plm. The material and constructions methods used for this project ehall confarm to the Citye Public ~ ~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH Utilities Handbooks' siandads and apecificationx p~wN H
a AND SHALL BE SO INSTALLED UNLESS A CHANGE City of Raldgh ~
Public Ut~ities Depatment Permit ~ DR ~ IS AUTHORIZED 8E WRITTEN APPROVAL. PUBLIC o
cn M ~ a~ o ~ ~o~ ~ r I~ I O N ~0 , e= C7 N 1~ ~ r- ln 1~ OOi ~ ~ NT ARE TO BE RECORDED c~~~t~~~t~«~ nvwa~i C~~~~ ~ SANITARY SEWER EASEME S GMM ~
°m M M M M M M ~t ~ ~ N~ N N N N N N N N N NI N N PRIOR TO FINAL ACCEPTANCE. ~ote z
' ~ AT APPROVED ° SIGN URE. a PUB~IC GMM ¢
Woter 6istribution/Extension System S7ART DATE w
l ~ i The City of Raleigh censents to the connection ond extension of the City's public water system as shown on J CHIEF ENGiNEER this pl~. The material ond constructiuns methods used fw thia praject shall wnform to the City's Public H
j tA 10 I~. lA M I e- ~ ~ 1~. ~ (+~9 Q1 Utilities Handbodcs' standards ond specifications: ~ C~~ > ~
~ ` rn ~w ..C~ r i~rii i~rirr n.i.. _s o.i.:.~ - ~
N N CQ'3 M c~0 c~ e~M tt j rj %n I t0 F'UtSLII, U I ILI I ICJ ~ r" •"°'y ~ Public Utlities Deportmeni Permit ~ Q
~ N N N N N N N' N N N, N N N I O
TRAFFIC ENGINEER Construction Approwl ` Date DRAWING ' ~ ~
Na E L CONSERVATION ENGINEER
~ S
C - C N
~ C~
/ d

~
I 1 ' / f'', ~ , ,
~ ~ ~ ~ ~ ~ ` ~ i ~ 5'`'~'~ UTILITY INSTALLATIONS AND OTHER PUBLIC ~ ~ ~ ~ ~ , f 0 , ~ ~2 ~ ~ / ~ ~ ~ ~ ~ '.6 ` i - - ~ , ,~4 i . ~ ~ ~ , / rl.~~ '~~vy ~ ~ l~ ~ J
~ ~ i;~~ I1~ ~ FAC~LITIES, INC~UDING SIDEWALKS AND HANDICAP ~ / S ~`l~r~ti ; / _ ~~~r ,S . ~
~ i f` r' ~ s~~~~ ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ / , .~~gdl ~ ~ ~ ~ E~; ~L A5 SPECIFIED BY ClTY CODE. TNESE FACILITIES , / ~ v l~ ' q• i`~ ~ ~ a J - ~ ~ \ ~ ~ f ~ rp ~ ~ N ~ I~ ~ ~ w' 6r''~ ~ ~
~ ~ ' , ~ ' ~ +A HAVE BEEN APPROVED BY THE CITY OF RALEIG~I- / ~ t j /'~/1 ~'<<•~':\ f~j~ I~~ ~ N~ N ~ '1G ~l ~ ~ ' ~r C U~ i~v ~ ~ -
~ ~ ~ ~ ~ ` ' N ti AN ~ NALL BE SO INSTALLED UNLESS A CH~~~1GE ~ ~ ~ ~ . ~ o D S / J ~ (j~ r^'"" ~ ~L y , X ~ ~ ~ ~ , ~ ,f ;;n~ ~ ~ ~ ~ ~ i~ ~ ~ O ~ n,y ~ ~ ~ v 6 ~ ~ `l ~ r! v- 0~ O ~
~ ~ IS AtJTHORIZED RITTEN APPRQUA~PUBLIC / _ _ ~ ~4 ~ ~ ~ i I t Q ~ 0 ~ ' ~ ~ ~ k' f r ~ - ~ l, ~ m = o ~ , ~,y ~
~ ~ E~p' ' ,i ~ ~ 5ANITARY S ER EASEM~1`f~-AP~TO ~E RECORDED ~ / f ~4 / / ~ ~ ~ ~ r~~ ~ , , ~ a'__ ~ z ~ r~ o~ / ~ ~I ~i ~ ~ ' ~ ~1? c I~ N W
~ ~ ; PRIOR TQiFINAL ACCEPTANCE. , / ~ SIGNATURE; ~ .G ~ ~ ~i ~ ~ 1 `1 l'~.- ~ v ~ V U Q CV N CO ~ ~ ~ y ~ ~ _ i 1 ~i ~ ~~Q ~ ,r. ~ ~ ~ ~ ~n o 0 ~ ~ r-~ I ! ~ , ~ U
~1 ~ G~ ~ , ~ 2 . 4~' ~n ~ C l' . ~ • i ~ i - i i > I~ ,l~ ~ e ~-~.3''` ~ W. y ~ ~ Z I~ ~o
~l ~l / ~ ~Z ~J i ~ ~ ~m \ ~ / ~ m O~.~y~' - ~fi~ 1+ti n c~ 4~ , ~ - Z ~ ' ~ ~ ~~~!4~ ~ I 6 '~;2~ ~ N ~ ~ o , , ~ ' y ~ ~ W 11? j ~e. ~ ~ ~ ~ 5~ ` ~ _ - ~J ~ Q m ~ ~i- ao
Z ~ ~ / / ~ r V CMiEF ENGINEER i C Z' ~ 2i ~ v !b ~ c I Q, .c o 0 ~ - r,
C"~ 0 \ ~ / r- m ~ ~ ~.Cw m r~ yti n~A W Z . ~ A7 p ~ ~c,~ ~i i~ c~ 0 1 i ~ 1~ Z' C,~ - ~ N'~ rn o~ ,A W V~ O ~ C l~j ~ ~ t ~ ~ ~ ~ a~ o ' r• w > -,~~r i ~ c rn
~C PUBUC UT4LITI 5 / ~ ai ~ ~ C~ ~ 7 v C/i ~ Cb O ;~'V 7 y. ~i ~v o~ ' { , ~ ~ 'yA~ J~ _ ~ rn a~ ~ , _ ~ ~ .v; l~ ! ~ i~ d- , , , ~j~ , i ~ . ~ -~F-- ~ . ~ ~ ~~3 ~ ~ ~ ~
c~ .y \ \ / ~ ~ ~ ~ ° ~i ~ c~ \ TRAFFI NGINEER p hy o ~i ti °~O ~ i , ~'y-~' y ~ ~ ; A 'C" s' ~ i ° f~~ ~3 w ~ ~ ~ ~ _ ~ ~ tU Zs _ s~, ,
O Gt ~ ~ " p \ ~ .V ~ ~ _ ~l~ _ ~ v J _y ~ r~ ~1 , a1 ~ ~ ~"'Y- ~isi ~ _ / IU ~ / --r" ` ~
C~NSERVATION ENGINEER ~ O ~ , ; / / o cb , l ~ .i v _ ' , ~ - _ L , ~~i ~ . ~ C~ " ~~O p / ~ s - m _ ~ ti 1 _ ~ ~ ~ ti _ , _ 1 1 I ~
~ A - ~ . , ~ I i I J i ~ ( ~ ,t V : A (V ~ ~ CU ~ ~,i ~ O 4 ' _ ~ t U ~ , ~ r , , 1~ F ~ ~ r t ~ ~ t i ` i ~ / V?~1 ~ ~ p_,•.,-.0~~ _ ~ / y ~ ~ ~ ~ ~ ~ , ~ ~
\ ~ ~ t/i![ ~ ~ ~ 1~ / ` ~ ' ~'r ~ ~ m. ~ ~ Cb ~ ;'b~'4., v ' _ ~ i f ~ ~ ~ - / - ~ ~ ~ f , ~1t ~v ~ ; u ~~7 ~ -s ''`~°4 = 0 , , r , ~ , ~
~ N Z~ ~ , I ~ ~S'~y~ fr%~~~' ~''r`" C . G~ 1 , , ~ m ; c y ~ ~ : , ~ ; , ~ ~ ~ , , s ~ r~ , i ~ ~ ~ l ~ i l ~ , < i ~ a ~ ~ ~ v ~ 1 ~ , 8~,, 0
~ fi ~ o. y~ r ' , 5? ~~ti c2 ~Z ~ i' ~ ~ ~ i~ S t~~a ~~`o . ~ ti ~ 9a ~ g'""~..~=; "~~7 ~ r' ~~s i ; j' ~ ~C~ ,°i_8 ~`:.~F u ~a„~."w ~d a i~~.a.. e a~ ,~a a. m . ~ w ~,y~.,~ ~ . . / ~ , ~ ~ ~ ~ u i . ~ y~
x O I ~ r , e 1' J' ~ ~ ~m E~ % y ~ o , t , ; ~ ~ V ~ ~ ti WC~ r , 1 0 , r ~ , i~ rW f ~ _ `~l 5' = V ~UI$ ~i ~ 5 ~ v ~ y ~ + y,~ d ~1C? ~ ~ ~ ~ ~ /'~c°.. - ~ i tli~] u b~ ~ ~ , t1t
\ ~ .C' W ~ ~ g~ ~ ' /fA ti p + p~ ,A ~ ; i / j' ~ r~ , 1 q , ~ (p ~ ~1~, ~ i1;;~~~. O ".~O r ~-1 ~ ~ , ~ ~ , ~ , ~ ~ - ~ /o~ 0~ ~ ~ ~ ~ ~ . , ~ . ~-3 g ~ a - ~ f i o , , . . . ,q`., ~ i G~
~ lU (q 1 ~ , v at ~ ~r" f 7 r, ~ ~ ~ r ~ ~ ~ ~ , ~ , ~a1` ' 1 i0~ ~ ~ , , ~ , . ~ ~ ~1'-i, ' ~ ~ `o ~
/ ~ r~ r ~'F ~1~ W w W:-' ! ` , ' Z ~ • ~ ~ / ~ ~ !1d` ~ ~i / ' r ( - i ~ ~ ~ 1 r M t~ _ ~ j""'- ~ ~ ~ =r--- ~ ~ ~ ~ ~ ~ t h~-fl~Pl Q~.~ ~ ~ ~ , , l ~ '1 i ~
v ~ ~ - ' p ; ' !V, ~ ~ r;;` / ~r 1 j ; ~ ~ ~~+:~`e. t` % ~ Q t ~ M I ~ ~ k ; v~ , i~ ~ ~ 4 ~l / 1' 1 ,r'' , M ' ~ S ~ 1 ~ ~1( ' ~
~ ~ ~ J;~A i f i ~ . i~ ~ ~ i . . ~r~t ~s' % ~ f' ~1 ~ ( ~ r M ~ . ~ , ,L ~ ~ ~ ~ ' ~ ~ ~ ~ . ? '~3 ~ ~ r~ '1 ( ~ ~ ~ e ~ ~ . 5 ~ 5' i I i ~ ' i ~ \5, k ¢
3 ~ y~ ~ ~ r~ CV ~ c' ~~e~~ r~ i v ~ ~ ~ / ~ r'` ~ ~ CV ~ ~ ~ 9y f~ Z ; ~ , ; ' t- r - ' ~ `a ~ ~ i -
I ~ ~ ~r / Q ~r , { n ? ~ ~ I f ~<q',i s,'~ ~ ~~•f i e'"a~ ~ 1~` f~ ~ ~ ~ ~ ~ 1,~,~^~ r'.~ k. ~g"": „ ~ .M ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ft~ 1 1 ~-°°°W-~f-, k~t ~k \ ~ i' ~ ~t
f ~ w~,, ~ x - ~,~g s 1 r' c . , 1 ~ ti ~ ~ ~ ~ ~ ~1 / ~E'• , } d i' II .a . ~ , 1 r 9 S , , ~ , y,, ~ ~ 2 . > r , , r ~ r~ _ ; 1' a R ~ i ~ ~ ~ ~ , ~ r - ~ " I- , o ~ ~ / ; J
C ~ . ~ , ~ ~I I ~ *~c k f" / ' ~ V J ' i ~ , y w ~ ~o - ~ : % r ~ j , ~ ~ ~ ~ ~ r ~ ~~k 4 f ~ ; U:, J'~ ~w._.--~ ~ ~ I ' F - ~ ( t ` j . . . vI i l ~ 1 7 ( . ~ \ . e
~ co Ai o , ! - ~ ~ ~ ~ ~.S / r:.8 s~ , f` ? 3 ~ _ ~f y ~ ~ ~ ~ c~, f j 4 t~ i"~ J % , ~~.o ti `~t ~ ~ ~ t , J_ • ~ 1 3 ~ ~F •.1 ~ ; ; ~ ~ ~ n r , 9 ~ t ! ; ~ , , , . , , , : ~ ,r - , , i . » , ~ p ; ~s9l~t , , , ~ , . y-- r
~ ~ f~ ~ ~ '~~~.F ~ f < tp l~ ~ O V / ; ' / / I , ~ p~ 'A r t r` ~ ; ? J , r t ~ o k;~ , r i t~ w ~ ~ ~ ~ ~ _ - ~ ~ ~ ~ , ! ~ ~ ~ ~ l~ ;r ~ t, I i ( r ~
~1 CA V ,•'~a ; if ~ ~ , o~ ?b i' ~ , , , ` i , ' C~ ~ , / , I - ~ ~ f ~ ~I 1 , 3 ~ t~ ~ ri , / . ~V ~ ~v fi i, ~ r T ~ j l I 1 ~ ~ r LL~ I ' ~ t s ~ ~ ( ' ~ a~ ; { ~C
~ ~ ~ ~ O ~ ~ ~ 0'`' ~ j ~ ~ , ~ r% , / r' \ ,l { Q ~ ' i r kt~ ~ i ~ ~ ~ti 1 ~ p 7 , ; ' ~ ; v ~ . ~ ,a 1~ C , { ° - ° ~ , t ~ t ~,a, ~ ~ t ~ j f
~l O ~ j~ i t ~ / f'~ _ 0 ~ °o ~ . ~L ~ ~ r / y i f S , , ~ ~ 1 fl 2 ' ~ ~ ~ t ~ / _,J
~ i ` ; _~'r ~ ~ . < ~ ` ° ~ ~ ~ f f i 1 ~ , ~ / C , ~ _ ~ i e~ , ~ ~ -~-h,~ a . v ~ ~ ~ ~ 1 `~g t ~ ~ ~ r. °j , r ~ 9 ~ ~ s~ ~ o
~ h ~ f ' ` ~ ~ ~ ~ / ` ~ 1 s 1 i . ~ I l~'~.. _q~ ; 34 A~ ~ ,9~ ~ r` A, ~ , ~j ~1I ~'~`"~-v , ~ ~AJ ~ n i ti n~ ~ r ~ - 1 ~ , ~ . ~ .~l ~ '~f , ~ t V 1 n A ~ v i'~~ ~ ! P~
I j ~ ~ ~ ( I ~7 f ~ ~ ' ~ ~ i I 1 ~ ~il 1 A~,1i .~t` X ~ r ~l . ~I ~ ~ t O~. j ~ ~ ~ ~ ~ ~ ~~sv ` i i ' V r{~ S Ll_ f ~ ~ ~ 7'~ , ] ;1 }
~ ;i~~~' 4 t ~ - / 's fl ~ ~ t ! L • ~ i T~ ~ I l~l ~ ~ I t ya< V f ~ ~ ~-~I i ~ ~ ~a ~ ~ ? G~ ~ ~ ~ ~ CJ ~ , j . ~ f ~ i fi ~ y ~ , ~r -~o ; ~ } , ,3 W
i ~ ~ + i ( ~ ~ i t r t i i i ; ~ Q ~ ~ Q ~ W ~t ~ F ~ s~ ~ i i j' ~ ~ ; I O 1 € i~ ~ i ~ z ~ ; ~ ~ t' ~ ~ 1 Y~ . ~
~ i r r ~ ~ 1 ~~t i , ~ ~ ~1 . ~ ~ tit ~ 4 t ; 9 ft i ~ ~ ~ n a~~ ,s ~ ! Q f ` ~ ` ~ r' ' I v $ O' ~ ~ 'Uf 6~ s o ' ' W
~RAPHIC SCAI.ES ~ ; ; i ~ s ( ~ i ~ i r ` ~ ~ m . ~ U , ~ ~ ~ 8 ~a ~ a. ~t ' ~ , ~ , ~ : ~ ~ r~ ~ ~ (1~ ~ i ; . ± o~~ ~ ` ' - E
100 ~ 1 ' ~ ~ ~ 50 25 0 50 , , ; ; F , ; , f ~ ~ { ; r t ~ 1 I IP jl~ , t r'`.~,. ~ j 'S l_L_ \ r ° - ~ f ~ ~ ~!J~ ~ ~ ~(~Q ~ ` ~ ~i` ~i i I~1 J ~ ~ ~ ~ ~ 'a / ~.J ~ (r T lP•a ~ / ( ~ i, W
~i' j ~ I ; ~ i i ~ i,.- ° \ ~ 1 ~p, ~ ~ W , ~ ; 8~-J. rn , ~ , e, ~ I ~ ~ , , , ~ ; ; w . S ; _ M~-l.; ,zZ
( ~ ~ oo , t ; ~ ~ ~ i~ f ~ ~ 1 ' ~ , \ ; - o ~v z.9. ~ - 8~32.~~1 ; ~g ~ ~M Q % ~ ~ ! -r r , / ; J ; p~ ~ ~ ~ ; ~ p~ j E, ~ ~ ~
f" V ~'i' ~ ~ , PLAN IE ~ f' . , . , . . r , ~ ~ ~ , , „ i rt ~ ~ ~ ~ ~ W ~ ~ ~ , t
~ ~ , ~ ~ 5o z~ 5a ~ ~ . , f. ~ ' , '~1 ~ , ~I~ 5 6 .r~ f ~ ` C_y S6 ~ ~b ~ j I.~. ~ . ~ `,~Tri~ i J,~.~~_ f ~ ~ V,~ ~ ~ 1 r--- ~ ~ i Oo~~ S" ~ I J ~ j' ~ 1 , f;~ ~ j~
~ eti~i~;~ % , ~ , , . ; . rif , ~ ~ ! ~ 1 j / / ; ~ , 6~,~ ~ . , f ~ . . 4 'i ~ ~ ~ ` S ~ Y I'~! q`f ,y ~1. ' j ~ ' _ ` ~ ~ ~ ~ ~ t ~ ~ ~ ~ ~ LI_ ~ r'' ~~s ~p Ge~,
~ ~ ;~,i , f ! £ i ! r . , i ' i ~7. ~ . , ~ , . ~ (Q A`~ ~ , 4" ~ 1 f~ , I O ~ 1 ti. ; , 'I ~ . / , r'
~ PRaFILE ~f HORIZONTAL) , ; ~ , , ,''~e '',~t ` % ~ ~ i ~ , i/ ~ ~ . C~- j k° ~ ti~ \ g~~ r f ~ Rl ' il~~ ,r~~ ' ~ 9~ ~ i N~ ~ G1 ~ , ~ , . r' r i 't, ; V~ ~ _ ~ . . ~ 'v'~ r~ ti. . , ! ~ ~i~
~~,~°'~~''.f ~ , l~ f < ~ _ l ~ i 1 ~ - ~ ~ ~ i~ /~~r _ i ~
5 2.5 0 5 10 GENERAL NOTES
~ o~ ~
oa 1. SEE SHEET D-11 FOR STORM DRAINAGE SCHEDULE. W z
PROFILE (VERTICAL) m y 0;,r ~ 2. ALL SANITARY SEWER MAINS SHALL BE PVC (SDR 35} o_ ~ CI~ <C
om UNLESS OTHERWISED SHOWN. 35o.c~~~~~ vc ~
~ 0 3. ALL WATER MAINS SHALL BE QUCTILE IRON C150 PIPE. ~ ~ N r a r ~ ~ ~ ~ ~ +N Q . z
o ~E 4. ALL MATERIALS ANp INSTALLATfON SHALL BE PERF4RMED - ~N 4)N
3; IN ACCORDANCE WITH CiTY OF RALEfGH STANDARDS HIGH POfNT ELEV - 224.8T + cv N N ~ ~ ~ f~ ~t N ~
a~ i STANDARDS AND SPECIFICATIONS AND NCDOT STANDARDS o ~ u °'r HIGH POINT STA = 32+04.04 > f~ 230 a.
~ ° ~ ~ ~f~6 -S$EC . PVI STA =+32.16 ; I w , , V I 'I tA W ~ J i
my N I , ~ ~m ~ ~o a o~ , , _ I 1 , W PVI ELEV - 226.39 m , > > - ;
- yQ , ~ aa ~ > ~ a~ . , - 7,47 I, AD , ~ i
q C C_ I I. E ~ n I m`o I U" ~L ~ ' I . . ~ mp O~ I ' ~ ~ 1 l ~ % - - - ~ _ ~ ,
/ T . a I , ' / , _ ~ . , ~ a o . / a ~ « m ~ i ~ ~ , i ~
E S ' I 9 xn . . v m m I, . ~ ~ o ~ , . ~ ' ~ • ~ -r ~ - ~ 210 0 ~ ~ , a~ ~ o _ o ~ a~ ~ , _ ~ i o ~
~ ~ m / ~ o o.. A.D. _.72 I c~ o0 0~ t. ~ 0 0 /o . ao ! o ~n ci ~ + ~ ~ ~ ~ ; _ _ - o,
o ~n ~I o o°` ~ ~ ~ ~ ~ + ( ~ °Y m ~ ~ ~ ~ 3 E'- ' c~~ ar ~ r g~~ ~ N ~ ~ ~ ~ ~ ~ ~ - - - - - ~ ~ ~ ilfl N - ~ I ~ - I
~ X~•~ / i <<w , I M l m~ o , ~ o°'~ ~ I I (n ( M W ` ~I-, f0 ~ ' ~ ~
~ ~ a~ ~u a I I ~ I ~ W ~ I ~ ~ ° `m ~ ~ / o ~ a ~ U V . 'W~ ~ V ~ ' ! % ~V~, U> i' „ _
~ x m i 5~, ~ ___i- N m m~ ' o00 E M 0 V m ~p m ~ , r W I~~, ~ - - 220 m , ~ P ' ; 15 RC ' 'I
U . oo.. °vv a N m il ~ L N C C p . r r ~ L y C O Q~ ~ . 1 ~i m ~ ; I , ~ ~
3 O m 0 I O_C y . . T I I E_ ~ E t 0 N ~ N ~ M ~ / % ~
~ P U ~ ~ ~ ~ 0 A ~ 0 C C ~ I ~ ' I 0~ V II ~ P~Y I W I ~ ~ / ~ ~ : ; '
U~' m . "p ~ p~ ~ a ~ UI /~O n p sr~ ik ~tmII ~0 Q U ~ y ~ I ~ ~ I ~o ~ ~
-p ~ , ~ ~ 0 C C 0i, ~ ~ 0 0 0 E I ~ 0 = 0~ / U~ v 2M T~ K" ~ ~ W _ ~ _ , , i
~~v a ~ 1!V „om I I cco « Uam °u ~ ; ~ i - . ~ , =1~2.49 ; LENGTH
q~~ ~ ,~1 0~= r~ ~ m 000 ~ ~ , ~a' c~i o . ~ ~ LENGTH =100.61 0 ; ~ I i = 73.99 SLOPE = 0• 0/o j
omm o o ~ ' ~ . s v•m a o ! a / ~ I LENGTH PE = 0.50°~ ~ , j ~ SLO ~ ~
o a I p ~ i I o a ~ I omd L% Q ~ O I ~ ~ - ° in.PVC ~ ~ i LOPE - OI,.50 /o ~ 8 ~ , u~ I S ~ 8in.PVC
~v ~ y. ~ ~ 5 ~ 7 ~ ~v. ~ o a a~ o , , r1/~) 4,6~' ~ cv ~ o - ~ N - 21 0 , M . N pp , cp ~ C9 tA ~j tn
T~= . 4, - w°% ~ = M s a~ o ~ ~ J o?~ ~N p ~ ~ ~ . N~ I~M~tO~ L 5k ccc~~. ~ 1 M ~u . ~n r r u~
d ~ y m ~ ~.a c ~ ~ ~ . ~ ~ ~ I ~`r~ iia v o i •~(V I E~2 p N 0~ M' p.~CON p~ P Mo~r r~ ° •~tcv ~ rr i i , rj~.0 N• ~.~tN ~ e- I ~rN I M 11
~ ~ ' ~ rN ~ ~ P~fC tp •~N I r,e. r ll `-NN ~ e-~N ~ NF- g~ n o~ n ~ • c~ c v t- N . ~ c'~ ~N II ~O ~ I N N 1- I t
I ' ~k N 11 ~ , ~ =c" z~ I~~ m il N ~ I- I I Z Z cJ ~ON 11 ~N ~ ~ + Z =p+j~--0 J ~ ~ OIIZ~' It Z~ 0 ~N~ J
~ I +>-o , o = t _ . J F` t- F- ~ ' ~ ' `a~OC p, u W~~~ Q
.98' I ~oW~-H ~ - ~ , J , r 190 • ~ ~ . 2 ' oao , , a u u www p www co
r ~ , a u www ~ M ~a ' ~ . p , gl ~n ~.n 1. . ~ `t I EN - 32 i Np00 a II W~~ WW Q ~ Q~~» W r- ~0>N I O WW ~Q » ~H~~~ i ~E--ZZZ c0 ~t
~ ~ , ~ ~ 1. co co G I aN~?? i coo~ ~1~0II ' , Q~~~ ZZ ~ CLfA~?Z D.tA~--- W I'~ ~~rN ~~-ZZ ~fA Z ~ N O
ao ao , 4~ ~ o , ~ i ~ ~ SL G ~ r ~ r~ I N~ N . Pv m~tN II ~ , d(A~__ I- Q I ~ ~~',II ~ I ~ ~mU I
N II II a i ppOO II 1~ ~ ~ ,~N~ ,Z , ~fl~ ~ II ~ ~ 4~ N II Z~ ' ~ Q ~ ~ _ 200 ~ ~ Z ~n
~ ~ M ~ _ ~ i ~v ~ N ~ ~ . ~ ~ {»a~l" ~y , I I =+)ZQ; ' ~ ~ ~ u o~
M ~W I z ,~°w ~ ~E~> ~ _0 i I . ,1t-~-I a w w I w'~ _ UQ ~ I
z , ~auW~~ ~H J~~~ ~ f/} Z Z =1 d W~
gaW> _ ~ c~~ i I wwl ~z an , I I oQ , ww , I i ~ >C»~ , ' , ' f- Q
~ W cn ~Q ~ acn~??, -Q ~ _ i , , , , ~ DATUM ELEV cn rn~
X~-~w x ' au~ ~ ~ w v~ ~ z w ~ DATU~UI ELE6 ~---4- ~ ~ w , o ~ z ' i , 195.00 W ~ cv
~ 180. DO I 3 a0 t~ M O N t~ ; c'~ t~ I~ t~ I~ t~ N J O~ ~t~ r- ~ ~ O; c9 ~ N p~~ ~ t~ ~ 00! ~ N i Op ~ tA . p ~n p i,O ~ tfl ~ U LL
-o ~ pp ~ ~ ~ tn ~ Olr, ~:ln cD `_'I ~p, I~ ap' ' (A ~ N ~ N ' M ~iln ~ h d; r; i• .d. N ~ ~,fj I~ tp i~ ~ d: M~}; r, M N M M N M N N ~ ~ NN NN NN NN NN NN NN N,N N'N NN (~N f~
N ~ r N ~ i' e- LA; ~ ~ p ~ Q ~ ~lid ~ 0 r~- ~ c- r';r- r,~ r~ N ~ N N N N N N N, N ~ DRAWN N'(V N N N N N N ,N DRD
c~ N N N N ~ i N ~ N N;i N N N N i ~ ~ N N'' N N cn ; ; ' , ~ ~ ~ un u111~ ~ FiECIfED
c~ , , H ~ ~ _ 1~p\1 6
~ 38+00 37+00 36+00 35+00 + + 0{ ~ 0 29+00 A G M M 3 5+ 0 0 3 4+ 0 0 3 3+ 0 0 3 2 0 0 3 1 0 0 3 0 ,
~ 4 2+60 1+00 0+00 ~ r S/ ~ APPROVED I 7 I 7 7 T ~ ~ - -----i---- - GMM
~ ~ -r----~' ~ ~ ~ ~ z , , ~ ~ , i ~ i; ~ ' I ' I ~ = START DATE
NI o ti'~ P.I Op' (QI N~ O) ~p~ ~p, r o~l M ~I o~ ol ~i~~ ~of ~?I ~I = d' ~ er ~ I (~j l e- ~ (V t~j ~ C~ ~ (~'3 ~ ~ 3~
~ j I~: O~'~ N e- N~ d' ~ ~ ~ (G ~ ? I 1~? O I r~ ~ e-' r-, ~ N' N~ N N N N N N' N N N ~ ~ ~I N'~ NI NI N~ NI NI NI N'~ NI NI Nl JOBCODE
i 0; ~-I NI NI N'~ NI NI NI N' J N~I NI I I i I I I N' NI N i ~ IN~,,.~ ,a _ I ~ ° i , i i i ~,,F ...s
J I I ---L--------~----~----~ r~~~i~~ (V~G~ ~4+a~~a~
H : ...,I I ---_L__ __--_I-___--1---_--'L---_-_I___---_1--_--__- - ~ ~ ~ ~ ~nqtt~titm?u~~~~ .
H I ~ ! I UtiAYVIIV(.i
LL4 ~ ¢ ! (U f0 ~ M' fV 0~ QO'' QI ~t M 6? N NO. M 00 O ~ Cp ~ : ~ N ~
° ~ N O O tC tA I~ 0) O 0, O MI M~I tyi tA fD N I N N N N N ~ N N
C T tt N cc v- N N N N fV n1~~ N~ N N N N' N N N ~ N N N N N'~I N
T r N ' N~ ' i L ~ C - i ' I i 16
~ I
C C
CL) _ r-C-D
O

~
_ ; ~ ~ ~ -
~
~ ? I ~ ~ ~ ~ ~ ' U ,
~ ~2r` .n? ' r' , , ; ~ Op ~ J
GENERAL IJOTES , ~ 2 • ~ ~ ~ ~ 9 a o ~
1~ SEE SNEET D-11 FOR STOR~9 DRAINAGE SCHEDU~E. '.'r a` ~ g'~~ 2 ~ ~ a~ ~ x ~ 6 ~ ~ c ? ~
~ ~ % c ~ c i c ~ ~ ? , ~ ~ ~D~ ~ ~ ~ ~ 'L x ~ P , ~ ~ ~G g0• ~ ~5 0 ~ . o 0
2. ALL ~ANITAftY S~WER MAINS .~HA~~ BE PVC (~DR 35~ ^~a ~ F ~ ~~~0 ~p UNLESS OTHERWISED SHOWN. ; ~ ~r~ ~ r~g 3~ 5 ga,, ~ a~ o ~ ~1 't ; 1 ; ' ~ ~3' Q _ o~ ~ ~ ~ Q ~i 't 4 - o
, S~ , , . 3 c ~ ~ ~ r; ~ 2 3. AL~ WATER MAIf~~ SHALL BE DUCTILE IRON C~50 PIPE. R~, , s ~ ~ '~r'Z x ~1 v ~ ` x 't' \ ~ x~~' y. / ~ ~ ~ z , , w ~ o~ A : i` 'L ~l • ti - ~ • ~ J 1 ; , ~ ~ N o~
~ ~v ~2~~, ~ ~ ~ ~ ` ~ c i ^ T ~ ~ n ~ ~ ; ' ~ ~ $ 4. ALL MATERIALS AND IN~TA~~hll„N SHhLL BE PERrORMED 6~ 6 ~t~ , ; ~ 3 : ~P ~ a ~v N ~ , ~ ~ ~ ~ j, , 0 ~ ~n a
~ ~ ~ g ~G, ~ 6. IN ACCORDANCE UJITN CITY OF RALEIGH STaNDARD ~ o ~ ~ 2~ . -i , ~ - ~ i i - ; , , , ~ ~ ~ ; ~ ~ ~ ~ Z I~ CO
S ~ 0 a~' ; ~L~ kR~ c c T~ n n ~ [ c , ~ ~ ~ ~TANDARD~ AND SPECIFICA ~~NS Af~~ (1CDOT ~TA~~IDARC~ , i~~1;~ p f, i ~ ~ N r, , ~ q ~ ~ ~ Q m ~ ~t' o~
AND SP ~ I ~ P ` ~ ~~j ~ F y ~z~V,~ ~ E~,IF CATIONS WNERE ti PLI.,AB~E. / ~ . h, A V ~ - ~ o~ . ~ ~ ~ ~ _
~ \ ~ u ~ f F'• 3 "~y, ~ /f J /2 A / ~ ' ~ ~n 9t % ~ f ~ S ; / ~,~F,~w / , ~ ~ - ~ ~ N 'a~ i , ~ ~ ~ ~ ~_o~rn % ~ o~ ~
. ~ I V ~ ir l~~ fr J 1f ° ? / ~ ~ ~ f ~ ~~°`-r~~',° ~ r s~ ~ ~ rn rn ' r - / ~ ~ - ~t ~
9 ~t / r' ~ j ~ \ ~ ~ % ~ ~ ~ r i ~ \ ~
r J Q ~ _ J'~,;~..,~ ~ ~ ` !~P ~ , ;r` f I`^~~1r`~f~~~,r' , V Q~ , , / ~ ~ ~ ' ' ° 0 1 -i-~ ~ / ,
~ ~ ~ 1 , ~ ~ _ ~ ~ .9 x . ~ ,1,( ~q~, ; ~i~ 0 ?~c~'`~' 2, . S ~ ; ~ ' ~ ~ F, / - ~ ~ ~
~ GIV ~ l~ i'~ . ~ r f`~" ~ ~,d ~ ~ f'~' ~ ~ 0 ~ ~ ~ / ~l , r ~ ~ ~n- ~ U , t ~'r 0 / ~ A J ~ , m x S~' ~ C,~ ~
; ~ ~ f` ~ t O. , f f f ! f' ~ 1 l J'~ l /f~ ~ v~ / f i f /,l r~ ~ ~ti:~ ~ / ~ i ; % ~ A ~ ~ / ~
' ~a\ ! ~ / ~ r~f ~ / ,P ~ * r ~ ! ~ / ~ ~ /:f• t ` f,r f / ~ ~ ~ ~ ~ ,J \
~ ~ ~ f ~A, ~ / f + e~P's ~ / \ . \ . ~ y ~ / ~ / ~
~ ~ ~~~,~~il~~ ~T / ~ r f,P'/ " i ~ f > ~f~~ ~r~ ~ r ; „ , , ~ X'o•'~- ~'IVI~ 1 ? j ~ ~ _ ~ A , / r ~ ~
~ ~ l 1~' ~ , / ~ j~ a j r ; ' I ~ ~ r' f~. ~ f j~ j j ~ ' ~ ' ~e ~ / ~ \ % ~ :i % j ~
~ r / ~ r , r~ ~ I ~ -,,~=-,r''. ~ ~ ~ ~ , ~ r r. ~ ~ / ~ ~ ~ ~ r/ ~ ~ , ~ r I / \ j" I i ~ ~
J ~ ~ f r ~ l , ~ ~ ~ i ~ ~ ° ~i F r ~ tC.,~ ~ f / V ~ .
l~ / ! ~ , ~ ,r' - / 1 ~ ~ ` ~ ~ r \ J ' X~C+1 , 67' f'~ J~ . ~ ~ ~ . ~ ~ / V A v ~
fi f~ J~~y' ~ f~~ 1~~ ~ 6 ~ ; . . , . f ` r < ? , r'~ ~ . , . . ; ~ • ~ . ~ ~ <<~,.-~ ,
C~ r~ l .i~ ,i r' s ~ l~ ~ ~ : cs ~ I t ~ ~ . f ~ y l i \ ~ N - ~ % --r~ w ~
~ q ~ ~ ~ ~ f , ~ , ~ ~ ~ f ~ ' ~ ~ ~ ~ r • ~ " r " \ _ ~ = _ ~
/ ~ r' ~ f, ~v~, - ~ / ~ j' ~ r'~ ~ % ~ , i f ~ ~ i x~ ; r'~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~
: f' t J ~ j~j~ / ~ . I ~ ° r~",-, ' ~ n ~ / ~ 4"J ~.,.P _ \ Q
_ ~ i ~ f r r l0 ~ ~ r''~~ ~3~ i'~ ~ f /i ~ ~ ~ ~ ! i / ! ..'f , l ~ ~ a ~ ~ ~ , / ~ r ,`i"~.<~ ' ~ - -
~ ~ f r r .r f ' y ~r- ~ S ~ r ~ _ ~,f• ' ~ / ~ ."1' ~ ~ ~ - J
~ 1 ,E ,r ~ ,r' f~," - ~ • ~ a , ~ ' ' , f ~ 2~,~1 i ~ a,,~; f-- 1-"' ~ ' ~---~r- 1 ~ ~
5~ / ~ ~11~~'i.i'i.°~ ~ - j ~ ~ ~J_ ~ / : ;i ~i ~ ~ - = / ~ / ',f ` y U. ,r r i ~ ~ ~ r ,~i!=%.- ~ o
t~r°'~s ~r ~ ~ . , i / / 1 ! ~ r ~ ' r , ' s ~ ~ ~ ~ _ ~ ~ _ 1 ~ ,
. , , ~ f ~ - - _ . ~ I I F ~'f . ~ r^" _ ' ~ .r t y . . . . ~ ~/r~,. 3 f / F^"` . ' , ~ , . - J~ a'~,/ ~f'" ~ . r.1' A ~ _ w - ~ ~ _~r~
l ,r ~ ~;i,, ~ , ~ ~ ~ f!r;/ , ~ . ~ ~ . _ ~ r:i r.r~-"'~-~ _ r ° _ / ~ - _ W = _ ~ _ ~
- ~ U , ~ ~ W
_ ~ - ~I I ~ ~ z , ~ ~ I Q
~ ~ ` ` I i
~ ' ~ z , ~ ,
~ ~ ~ GRAPHIC SCALES C~ ~ ~ ~ -
~ ~ ~ 2~0 ~ ~ 50 25 0 50 100 W w Ww ~ ~ ~
~ ~ , ~ ~ ~
i ~ I ~ I U~ ~ ` ~ EXISTIN GROUND - <C ~ ~ ~ l~
\ ~ ~ PLAN VIEW ~~I O=
I~ ~ I 50 25 0 1Q0 0_ ~ ~ ~ 50 ~
, ~ \ ; ~
, , ~ \ ~ ~
~ ~I PROFILE HORIZONTAL ( ~ ~ , C~
~
5 z ~ 5 2.5 0 10 Q
220 ~ ~ W
~ , ~ ~ ~ ~ ~
PROFILE VERTICAL z ~ ~ ~ Q
~ i \I J
; LENGTH =14 1.19 61.1 9 „ ~
, SLOPE = .5Q% ~ ~ ~U% I
; 8in.Dl _ ~ , _ , ~ ~
~ ~ ~ ~ ~ ~ ~ ~
fl ~ ~ O~N ~ ~ ~ I ~ ~ ~ ~I , ao i ~Li ~ ~ ' , ~ ~ ~
, fD ~„~N OCO~ ~ N I! f" ~ (Q N OCO~ ~ ~ ~ i O i i •(QN ~ ~ ~ , ~
=p II Z~ ppMr II )Mr II , - . M N S (~j , ~
' 2~~ ~_O' - rMN ! ,0~1-1- II ~ • ~Q ~ I , i u ~ . ~ . ; ~
dnw~~ ~>?0 r _ 0 ~ I ~ ~ I ' I Z ~ ` : W ~'~j ~ ' ~ ~ ~ ' ~ ~
~Q~W~ ~JE-f- ~F--~~ II I- f- .A ~ 0 ~ , , ~ ~ J ' L'So~ I ~
av~~?? ~ ww ~ , Q~» ' ~ ; C ~i ~ i ; ~ W W o i EXI TI . ~ > > ~ , S NG GROUNQ I
~ ~~zz I N )OC?Z I \ ; -
~ , ~ _ -
~ , 'I ; ,
, ,
~ ~ I ~ i , ~ ~ ~ ~
, ~j ~ \
' 200 ' O ~ i , - - - , I ~ ~
C~ II I , I I! ' I i ;
N 0~~ f- ~ I I~~ , ~ ~ ('~t (I ~ ~ I ~ ~ il
, , ~ z N i ~ N > o ~ + ~T' ~
~ , ~ ~ ~ W S H, i~~ ~ c~ ~ ; COp 3 ~ ~
n ~ i E. ~S ' I ( W w ~ g. 3 2 , ~ , ~n , , ° ~ z
i , ~ , ~ ' ' , , , I 0 ~ L' I , F' - Z I ~ i : acn~~_ ~
~ , , ~ ~ ~ ~
~ , i ~
~ ~ ~ ~
~ U i ~ J 0
190 ~ ~ ~ ' O Q~ J [L'
i I ~ j ' , ~ d , O O CO , I ~ O W II (n ~
~ ~ , , N ~ W ~ N II f" J CO 'd_
I , ~ ~ ' W II , ~ = O f~ ~ I Z ~ ~ i 1 i ao , > z
N o I , ~ w ~ u; o
I _ J CO ~ m U I I ~ W W ~ p Ij Q J Z~
~ ; ~ i M a- ~ n I~
, , i , z Z LE = Z co , ~ a~__ GTH 62.3 ~ ri - w~- _
~ ~ j i _ o{ to I~ ; I , SL PE 7.94 i ~ M„~ d-~ ~ ~ W w
~JATU~YT ELEV ~ ; ~ in.P + > , 8 V C i g~ w ~ Q _ ' _ ~ _ ~z
~ ~ 180. 00 ~ ~ ~ I~ F- W- ~
m ~ ~ ~Q 3 Z w o ~ ! ~ w ~
~ ~ ~ M, (0 N a (~j' f~j r O N N T tA M ~ c'0 ~ N (0 CO ~i X F- - LU - .I . ~ ~ d' ~ O tn O ~ c0 c~ ~ o pp ~ ~y ~ I ~rj'I r r i ~ r; W V1 ~ Z U L~
~ `i UTILITY INSTALLATIONS AND OTHER PUBLIC N N N N ~ N N N~ N Q O~ OI O O~ ~ ~ N N~, N N N~ N NI e-,
i FACILITIES, INCLUDING SIDEWALKS AND HANDICAP PueuC ' ~ ~ , ~ ~ DRAWN
~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS s~« co~i~~~,/~e~~g~ sy~t~ H AS SPECIFIED BY CITY CQDE: TNESE FACILITIES The City of Raleigh consertts k the wnnation and edmeiort of ihe City's public se~v »etan as showrr on - DRD
3 projeck shall cmform to Me qt's Publlc HAVE BEEN APPROVED BY THE ClTY OF RALEIGH ~u Pbn. The moteria4 and carqhuttlaia methads used fa Mh y O+OO ~+OO Q UtAIUa Handbooks standard~ m0 ~petlRrotiorrs + + - ' HECKED 2 fl0 3 OU 4+00 5+00 6+4~ 1+pQ !
o AND SHALL BE SO INSTALLED UNLESS A CHRNGE cny or Rad9n ' auiu ioinuu j _ ~ GMM
IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC v~ai~ uto~t~~ o~Po~~c v~t ~ ' u SANITARY SEWER EASEMENTS ARE TO BE RECORDED ' ' , i ; I R ~ APPROVEf1 ~ i ~ , ~ ~ , . , . .
o PRIOR TO FINAL ACCEPTANCE. ~~t~~~ APP~ ~ v oate O M ~ T T i GMM . ~ t0 a0 ~I I~ N N et c0 M ~I~ M ~ l
M, M N o SIGNATURE: M M tv r~ ~ c~'1 ~ I, o • ~ START DATE v o ol p °I CO N N ~ O ~ -
N' N' N N ~ PUBLIC Nota ~~strmuuon/Fxems~ori system ' . W N N N N' N N N N Ni N NI - ~ , i ,~t1 ~ 6 ~ ; JOB CODE
CHIEF ENGINEER The Cky of Raleigh cmxnb lo the mnnatlon ond extenslm of the City~s pu611c woter system as shown on ~ J _1- thb plan. The materld and camlructlan rtutFrods used fa thh proJect shail canfortn to the Cltys Publlc I i ~ . , ~ . _s _ ~ ~ . . - . ~v;
~ UUIUee HenrOooka' stmdvd~ aW q~dllcotbns: - ~ PUBLIC UTILITIES . ~ ~ Criy of Rddgh ; - - - _ ~ % .
I , I %F _ .
W PWk Ut0ltles Departmenl Pmiit / cr OR ~i 0)! l~ GD~ Cfl (0 UHAWINU
' ~ TRAFFIC ENGINEER Comtructfon Approwl r Q ~ Date c~7 cY) N N I CQI OI LO OI 4?~ I~ I NO. ~ ~ T ' I
~ CONSERVATION ENGINEER NN N N N1 N[ ~l N' N N i ~
E-= ~ L , i ~ , ' C-16A
S
C C
Q7 ~ U
I /
~ O

,
o- ; ' ~ / ,~.~"v~ ~ ~ ~ . , 7,~L . . , ~ ~ ~ ` ~ ~ ~e~ ~ ~v~~ rt y, ~f 4~ o `v ~ ~ ~ w A t ~
{y ~ i ~ ~4 ~ ~ ~ ~ O ~ / / T ~ 1 i'~ , Q`L , , < ~ G ~ .xy~ ~ ~~J '1' k 6~ f' ~ . , . ~i ~ e o - \ 7 ~ ~ C!~ Y (j 'a'~ . ~ ' • i . ~V ~ . . ~ ~ ~ _ . A , ~ ~ ,~'V l~ .p_. T t ~ ~ ~'l i~ a t. ~ v~. ` . ~ - - , w _ y ~ ~ ~
2 ` .`t ,il; ~ ` - _ r~ ~ ~ ~ ~ ~ ~ ~ r~ ; ~ w,~ . ~:yf,r~i, C ~ ~~,~.j~ L`~ lJ ~ ~ ~ ,.W,`, , ~ p ~ , < < \ ~ ~ ~ ~ T y ~ \ 5 ti
~ ~ ' ~ 3 b cS~ ~ 't a ~ k ~ P~ ~ ` ~ ~ --0-' ~ . ~ , ~0 ~ ~ , i ti~ ~ ~ tx~ Cr, ~ ~ \ 'k °a~~ i kp`~-~.~ ~ c~ ~ - ~ , , S ~,,1 v~ , ~ , ~a p ~ ~ s~r., °d' 2 _ G . „ a u
~ , ~ ~a. -A~'~ 1 ~ ~ z, ~ ; ~ ~ s ; ~ , ; ~ ~ ; ~ ~ C~` k'` ~ ~ o~ , ~j, ~f , • ~ , ~ ~o~`, ~ ~ ~ ~p~ ° / ~o` ~ ~ ~ ~ , ~ ~ < r~~ , _ . ~ ~ ~ ~ > ~M ~ . , ~ 4 c _ • ~ ~ ~ ..~-p ~ ~ b _ ~
~ P~ 01 ~ / ~ ~ t ; ~~,~4 ~ ' 1 ,~f~' i . ~ ~t ~ , ~ ~ wr ~o. o , ~ ~j ~ ~ ~ 4 C~ , ~ ~ ' t5~ ~ r , , \4 j , 1, C?~~~ U1 X .r ~ ~ , ~ ~ w v = , 1 ~ ~ ~ 2- ~ ~ ~ ~~-_~,A ~E ~ ~ ~ ~ O ~ G , °
~ ~P i ~w~~ ; v ~ ~ 5 ~ ~ ~ Q ~ , s c~ G. ,Y ~ a~ - o ~ 9 ~ , ti i 5 ~ _ a~ ~ ~ 1' 1 - o
~ 4~~ ~ o~~ ~ 5Q (r~; ~ ~ `j ~ ~ ~i ~ ~ ~ r` ! v' ~ tJ ~~w, ~ ' 9 Z ~ -p Z co f~ rn j , t~ ~ ~ ~ ~°'~.a lJ i~ ~ ~ ~ , °o, ~ C f~ N 0~
~ t ~ ~ ~ ' ~ ~ '~ti~ ~0; 4°,,../ f ~0 ~ / B i , , a. ~ . ~ ~ ~ ~ ~y ~ ~ 0 ~ ~ ~ , t , , Rt ~ ~ L ~ ~ `s ~ 'k \ ~ U o N .i9 a f ~9 ~t ti n ~ N N ~ c ~ , 0 ~n o ~ , , , .
~ ~ ` r' ~ i N '4 ~l ~ ~ a ~ 1~ t ~Y t ~ ,,a, ~ , ~ O' , , ~ / ~ , e r c U - ~ ~ ` ` ~ ~ ' _ ~ - I I ~ ~ ~ - - ° ~ ~ f~ c0
}'l 1 ~ ~ 1`\ ~ `t ` / , ~C ~ r ~ i O f'`~ i~ i`~., ~\e ~ N I~ ~ ~ ~ `w , i ti f0
~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~i O ° ° ~ ~ r 0 a ~ ~ - ~ ~ i ~ ~ ~ i' -~r a , ~ , , ~ dr ~k '`~a Q s ~t ~ ~ p . / `ti b~ ~ F ~ \ C S I - i" / _ _~m , „ ~i t - ~ 0~ ~ -~r ~ S ~r \ N i-. ~
~ ~ ~ ~ ~ -p ~ , ~ ~ ~ / , ~ ~ ~ S 1 1 ; t `y r~ ! 1 ~ < / ~ 5 ~~r ~ 1 ~ ~ ~ + V ~ ~ r~ ~ ~^~3 ~ ~ 9 ~ a~ a~ ~ rn 7;~,.~ -~j; , ~ , a~ ~ -
~ t9 V ~ ~'a. ti ~ ~ I~. ~ ~ ~ D ~ 5 ~ , ; , ~ ~ ~ ~ o ~ 2 ~ , ~ ' 4 ~ , ~ , ~ ~i ~ . _ E, , ~u, ~y ~ ` O~~' ~`ti c ~ ° rn rn ~a~ / ~ c~ ~ ~ ~ ~C . ` ° ` ~ ~o ~ ,r ~ ~ ~ e? ~ ~ ~ ~ ~ - ~ d- ~ .
E 1 6~ ~ ~t ~ i ~ 0~ ~ ~ ~ i ~ ~-~Q; op. ~ ~ g ~,6'•~ ~ ~ 9 ~ ~ `~7G-`' _ . S•, ~CQ i . t ~ W
~ ~ ~ ` ; ~ 4 ' ~i4 y ~ ~ , l ~ , ~ _ ~ t . ~ ~ ~ ' ~ q 1 ' \ti5,/ ~ `s.. ~ ~ 1, ' ~ ~ ~ i i / 4 . ~"i P 1. ~1 - . k i / 1 \ Q~ ~f1T, ~ ' / ` ~ , ~~~x ` ) ~ ~ E 4 ' ~ r' ~;,i ;t,~~ ~ ,,f / ~ s w r ~ ~ ~ °~"r~," 2, l -i-'
f i~ ; ~ +~ti , 3• ~ ~ r ~ ~ r r ; 4 ~ ; Q ti, ~ ~a ~ i ~s ~ ~ , r ~ a ~ 'ti ~ t~ / ~ ~I ~ r ~ ;1~~"~ i•' ~ r l•Q ~ ~2~ ~ t ~ ~ ~'~r' t 8; c ~ r° , i w~' ~a~ f' ~ - , ¢ ' ~ ~ S~ ~ f
i I P~ 5• ~A~~' ~ ~ i a'~~. , t, ,k ~ 1 ~ ~ 3 : l ~ ~ ~ ' TG~' 3 5 , ~ , 'y, ~ ~ `~5 , ~ ~ 2 ,~3 ~ i ,~6 r 3 i ; ti ~ I , X~ ~ p, ~ ~f tS~ F 6~: T3 o ~ & s t r U ~ - , ~ , ~ r ~ ~
~ j r~' E . s f` t ~f ; j t t 0 ~ ; ~ ~ ~ / ' ; ~ r ; ~ k t i / ~ ~ i t ~ k fl(~ . ~ kr , ' ~ ~ ~ , ; ~ ~ y ~ ~ r ~x , _..i r.~ ; ~ , ,F~ ; , , ~ ~ ~ ~ ~ p 2j x ,a j ,
~ '6. A' l' ' ~ a 4~ Q ; t , ~ ~ ~ r ~ ~ ~ ~ J f ~ r ~ i ~ ` ~ d~; ~ r ~ i ~ ~ 1 7 ~ ( ~ y~~ ~ ! I i E t r ~ ~ , ~ N{~ •f~ , / ~ r ~ I 0~ L °~o ` - ~ ~ ~ f ~ ~
~ ~ ~ 1 ~ ~ W a' ~ ~ ~ Vi°. V 2~ ~°3 + ~ ~ ~ ~ ,f~ -r' lC~l ~ ( t 1~ ` ~ ~ 1 " i ~ w ~~l ~i ~ ~ 'r~ j ~ ! ~ i ~ 1~, rf ~ .l ~'x ` ' N ~ ~ ~ ~j , a t3` Q i ~ ~ / ` r' ~ _ N ~ ~ 1
--6~ t~ j~ j ~ h ' 1 I ~ S ~ ~ 4 ~ , ~3 f 'I ~ \ ~ _ ~ ~ V 1 ! ~ ; ; 3 ~ 9, ~ ~ ~ 6 , 0 ~ r ~ L \ ~ \ ~ s,, ~ ~1 7t ~ ~
Y~ f ~j ~ '~Q` ~ , ~6y ' ~ ~ ~ i r ~ a• r ~ ~ ~ 0; i ~j~t ~ 1 ~Sl `t ~ ~ j ( , Q! ~j ~ ! ~t ~ Q ; r i° ~ p ~ t i ~5 ~ ~i ~ ~ 9 i r ~ ~ r , , , , rt , ~ ~ ~ ~ ~ i ,1 ~ d f ~3,.• r ~ ,
t r~° a t i i ~ ~ {'t~ ~.l. i a j ~ ~ ~i(3' + ~ ^ ~ ~ r - / Q l ~ ~ j j / • ~ ! ~ ~ r ~ ~Ll, bS j r . ~ ~ ~ ~ 'S ~ ` 1 i < < , ~ ~j f~ 1` \ ~ ~ 1 ~ ~ p ~ 8 ~ ~ . ~ 1 ~ ~ ~1 ~ ~ ~ F ~ ,Q ~ f ~ ~ - ~ y ' r~
~ ~ ((t t~ ~ ~ ~.,r , ~ ' ` ~ { l ~ ( 1 l ~ ~i:~' ~ ~ C 1 9 4 ~ ~ i r ~ ~ ~ ~J" '1 ~ ~ ~ ~ ~ r' 1 ~ i' r`~ r'' ? ~ ~S'~ f , t ,r ~
r_ ' ; 0~ ~ ~ € ~ s ~ ~ ' 4 ~ ~ ~ 1< < 3 a ' ~ ` - ~ ' 1 I ~ ~ Q7,~~~/_ ~ t ; ~ { ~ ~ 1~ a"~J' ( . 'I ~ 1 ~ ~ ~ ~ ~ F / i ~ ~ ! G , ~ ~ S0~ % c~ o ~s i~ ' ' <~Q ~ ~ ~ / " ,
~ r ~ ~ ~ ~i t ~ i i 1 ~ ~4 \y ~ ~ ~is ~ i f ; k. ~ ~ i i f "+r~~ ~ ~ ;r~ ` l f ~ j ~ ~ \ ~ r ~ F~ r' / l'~' f 1, , N ~ ~ _ o. ~ ~ ~ G' ~ i 0~. ~ ~ f~` 7 ~ ~
~ II ` / K ° ~ , ~ ~ ~~1.~' ~k i f j ~ 1 t ~ l ~ i. Q~ i ~ , , r~~ ~ ~ a ~ b ~ ; ~ A , ~ , ` j s i ~ ~ A _ 'l l ~ ~ , ~ ~ , p ,t s ~ ~ ~ ~ % / ~r° ,-.,x. r"~~ ~r~ / h' ~ ; J~E~ r ~ • 6~ ~ ~
~ ~ ' ~ 3 ~ ~ ~ , t~ I ` J~ ~ 5 ~ i ~ ~ / ; ~ ~5 , J` l ! ~ j .''r ' R f ~ 1 ~ t ~ ~yi ° ~k ~ ~ \ r ~ U ; s j ~ ~0 1 ~ ~ r 7 ~ y ~ ' '~:S r ~ % ~ t ~ ~ s rfi % ~i v ~ i I`,
~ r > r~ S ; n ~ ~ ~ ' 1 ~ j ~ d ~ , ~ ~ ~ ~j1 t ( / ~ f ~ 0 I rf "~'"14 ~ t n k t / j ? / f' y ~ G t~ ~ i ` ~ . ~ ~ ~ S ~ o ti ~ r'' i f/ ~~a. ti.~ T i 1 ~ ' \ _ / ^7 ;
. ~ ~a,,, S.I ~ v~ ! ~ q, S V , ..i' 1 R " J 1 =v `1 `t, / `s ' i ~ , I' i , r~~, ~ o ~ ~ ; ~ ~ ~ / ; ~ i ; 1 0 i f t; , , ~ : , 8 ~ ~ ~ ~ , . ~ , ~ ; ; ~ . ~ ~ F
o~~ ~ 2 1 ~ ~ ~ , ~ ~9~ 0 ~ ~ ' ~ ~ A a'. 1~ s CJ ~ 0 " , ' ~ Vr~ li~ 1 1 . % r ,r a' i ~ ~ 1 Z } ~ ~ ~ ! GS / / ~ t~ .~~t 't `t ~ ~ ~t ~ ti ° p ~ ~r ~ I Y F~y~~, j / ~ i ~ 4 , , ~ , ; , ; Q ` r. t ; ; ~ ~ ~ ~v ~ i f ~ ~1` ~ d ~ f NT J ~ ~ ~ ~ _.l
l fr r'` V ~ ` N / ,."r' ~ ~~~t ~`V ~ ~ ~z/ 'S !S ~ y / "w LC r ,i~ ~ 1 ~ ~~j ~ ~ ~ ~ e i i ~ ~ x~~` r ~ i t i % ~ i } ~ ' ~ i ; ~
, ~ . r' ` c`'. 1 .a~ ~,r' ; S~~ , ~ ~6 ~ ~ ~ t ~ r~ 6 ~ ' Q ~ fi.r , ~ , ~ ' s ~ i i '•G 0 ~t 2 ~ 4~ ` ~ ~ ( ' i ' \ 'r ~ j ~ ~ l'~ G~ t,`v ~ . I ~ 7
~ ` f , A~ ~ ~ :3~ ~ , ~ ~ , i r w~ r ~ t ~ ' `Q t ~ ~r ~ ~ ' / J O i; I f /i i 3 f~ ~ ~ .
~ V e~ ~ ~ ~ 9 ` ~I ~ ~ ` Y` , , . ~ C~,'' ~n 1 ~,e' d~ l! S, 7 f I,~ ,f l / ; ~ ,r` ~ ~ ;t . ~ Q , ti 1 i' x f i 1 ~ ~ j 7 i D k f / f ~ ~ ~ ~ ~ . ? / 1~~ i ~
, \ ~ r' S /f ~i;rr' , f r ~ r ~ ~ ,f ~ / I~ ~ ~ ` ~ r ~ ~ ~ \ / i' 1~ ~ alr' ~ ~ / i` i` ; ~ 1 ,l ~ ~ i ~ 6 , ~ ~,.j,-~ ~ ~ r' i k i ~.J } ~ r ~ ~ i l"t A. ' ry . - ~ i ~ _
_ , ~ ~ ~ d ~ ~ ~ ~ ~ p. ~S' . ` ~ i ' . i t ' r ~ 8 v/~i, O~ ~ ~ ~ ~ . p r--*-` j ~ ~ f` r J~~,i ~ ,p - p~~1
' ~ ~ r ok. ~ 3 b~ l P oj ~ y ' ~ ~ : _ ~ ~ t p s g"~, ° , ~ ~ ~ ~ ~ , ~ ~ ~ ~ p i ~ F• ~ ~ ~ ~ ~ ~ ~ i 0 , : ~ . ~ ~ ~ a ~ j F OU ~1~,1 'V j'~ 'y i ~ A t ~ t, ~ ~ ~ ~ ~ 3 ~ , ~ ~~q ~ , , ; ~ ~5,, ~ 61 ~ ; . TF „
~ ; CJ%; r' r' ~ ~ ~I • ~ ,~`~~'x ~ / ~ c, ~ ~ . ' s ~ ~~r~~3~~ 9 ~ ~ / ~ ~ ~ i °r ~ ; 1 ~P,~ r g ~ ~ ~ ! ~ ~ , f 1 ~°r d~ 1 5 1 `t 'a ~ ~~,f ~ ~ ~ ~ , ~ , ~ ~ ~ l S ~ U ~ 3 } ~ s ~~.~r-~'~ . ~ ~ t ~1 r i A. ~ ~ppp`~~, A~ Q. _ .
I `J ~ , f `L'" ; ~ ~ d ~ 1 ~b ~ 3 f~An ~ `Z ~ . a / ~ ~ ~ I , , 1~ f ~ ~ ~ ~ 1 , , ~ ~ ~ 'C~ ,Q ` ,F { ~ \ w z z Y's t ` ~ E ~ ~ 1 1`~ ~ } , 1 ~~t ' I I / ~ : 0 1 . ~J ~ ~ / 4.~L~J , ~l ~ . ~ ~ 1 1,, , - ` ` • 'S ~ . . i ,l ? rn { ~ ~ l \ ~ ` ~~S } _ .
p ~ 1 3°~- ~ ~ 0 ~a=, ~o~y,f a ~ ~ ;2 , ~ % ~ ~ , s 0 ~ ~ ~ 2 , l o, ~ ~ 7 ~i ~t 1 ~ . , ~ k ~w ~ ~ S ~ ~ j~ ~ , ti y\ ~ ~ y ~l ~~i t $ . ~ . ~ ~ ~ ~ 1 1 i t ~ . 1 1 } j \
~ ~ ~ ; ~ % , ~ ~ , , ~ ~ ~.r, r: , ~ , , ~ , ~ ~t0 , ~ - ~ Q ~ ~ ~ ~ ~ , V, , ~ r` ~d , , ~ t . . I ~ ~ I I I 1 l 1 , 1 ~ 1 ~ ~ ~ ~ ~l ~ ~ T ~ . / ~ W 1 jt 1 I~ / ~ ~ ~ 1 t ~ ~ ~a ~ ~ A !j ~1 ~ 1 t ~
~c 01 f ,t ~ ~ ~ 2 1 p,,~ ~ J G,~ p~ ; , (L 5 ~ ' s r' 4 ~ r ~ ; n~~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ G~ 3 1 C~ „ ~ , ~e k ~ ` ~ ~ ~ t_L._ ~ ~ , ~ ~ ' ~ ~ ~ f ti s~ .~o ,.o 'L ~ ~ ~ , ` ~ ~ ~ ~
~ ~ Q ~ \ ~ /i ~ ~ J . ~ ~ . ~ ~ ~ . ~/,i / / / f''~~C O ~1 V~ , ~ ~ ~~o~/< / ~ ~~1~ l i' l 1 ~ ~ r' ri ~k °f~~ 'i~ / ~~s e , , 'f, y ~ ~ ~ W s i~ ~ ~ ~ l l , ~ i ~ ~ ~t ~ e L A ~L, ~ ~ W
i f'~~ ~ t~l l~ ~ if~ 6~ Q ~ ~ / ,f r~~ ! ~r ~ r' ~9 ~f , i ~ f i ~ ~ , f ~ <y ~ ~ V ~ 3 1 . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~t ~ ~ V ~ / ~ ~ `i 1 ~ ~t ~ ~ ~ ( ~ ~ V ) ~ ~ 1 r1~~ 1 `0''; ~4 'V ~ a ~ ~
. ~ j~ J f~ V~ ,V ~ l~~ ~ J r-~y- i' / y / 1 ~ Zi ~ :l ~ ~ ; ~Q. r'~ ~ ~ ! ~ ~ ~ ~ ~ . ~ - / t~ ~ ` , t ~1 'ti ~ E ~ ,.~0 ~ ~ 'ti , , ~ . V J ~ , ' ~ \ ,u' ~ ~ \ ~,1? , ~ ~ ti ~ ~ t ' ~ ~ ~ ti ~ 'ti ~ ~ ~ ~ ~ ~
;5,~' ~ i ! ' Q, ~ : 6 0 : ~ p6 ~ r ~ ~ / t ~ ~ ; s~ 1~ ~ ~ `c,~ ~ ; 3~ , ; ~ , 2 , ~ 6 s ; ; ~ ti C, 0 f , i ~ ~ti~ \ ! :1 \ ti ~ ` t " P 1~~ ~ ~ > `,7 k~~ ~~q , t, , , ~ , o W ~ ~ , , ~ ~ z
? \ ~ 9 / J , 1 ~ i ~ x i i g~ ti` •7 1.~~ < ~ ~ t ~ ~ ; ~ ~ ~ ~ 'o'~ ~t9 ~O tA ~;'r, ~},o , ~ ~ , . . ~ _ ,n• y.~ - , ~s' , ~ ~ \ ~4 ~ o ~ ~ , , t ~ , ~ ~ I~_ E , , , , . ~ `
~ r f ~'~a ~ ~ ~ a ` ~ ~ ~ ~ j ~ Ik ~ ~ ~ ~ ~ ~ P ~ ; r ~ ~ ~C ~ ~ r~ ~ r...+~° 1' ~ ;~.i~` , .1~ ~ C~' , ~ ~L ,sG. ~ _ . , , . ..t~.`~~~~':~ . .s . . , ~ , ~
; ~ ' r ~l ~ ~ ~ 5 ; 5 2 ; ~ - ~ ! t ~ ~ a ~ ~ ~
~ 1 gL ~ J ~ ~ 1 ~ ~ , , ,~,r1 ~0 ~ ~ r ~ ~ ~ ~ , ~
~ , ~ ~ ~ , ~ i ~ ~ ~ ~ 6 1 ~ / ~ ~j~ / ` ` - ; l_L_
~ + s~r % (5'`r;~ r;, r~ ' GENCh~,~~ ~~~TEJ ~ ~ ~ ~ 9 G n
~ ~ ~ " ~ bp• ~ _ , ~ ~ f~ `~`O ' ~ ~ Q i','~ ~ 1. SEE S'~~_=- D-11 FOR STORiv! ~~,a~~AGE ~;K~, W o ~~~AGE SCHEDU~E.
r` ~ . i ~ ~ i ~ ~ ~ o ~ i d~ ~ ~ ~ ' AL T,a~Y '~GNER '~~i~ ~HALL BE F ~ - ~ ~ . - 2. L SANI S~ ~HALL BE PVC ~SDR 35~ ~ Z ~ Q
U~ILESS OTHERWISEC` ~~~:;'dvi`.
3. A~L WF~TER MAINS SHA~_L BE DUCTI~E !Ri DUCTI~E !RGI~I C150 P'o~
~ " 4. AL' l~,"?TFRI4LS ~ AND '~N~TALLATION S!;A! C~~, ~~~~~_r~,NI~'i ~ ~ ATION u~_ t~~,~~ E~
~ ~ ~ I I~'~, ;~~I C E'~NI T~ ?Y 0 F R A,'~_~~~ G'~~'~~ ~F RAI_~~~I~~'~ ~~rN'~~a,R~~~~~ Q
STti~v~~~,G~~,~~ AND SP~~~:!~ICATIONS ANC ON AN ~ ~~~~~~~~'~~~~T ~~TA~I AR -1 S C~.~._~ ~ D DS
A~;~~~ cp~~r ~~~ATIONS '.r,jN~RE App~~ ~r~G~_~~~ APP'~ ~ ~
240 ,
~ ~ , ' I
I I PUBLIC
. sewer coua~thn/Ert«nlm sy~tan ~ ' ' i , ' The City of Raleigh consents to the connation and eztension of the CSty's public xra s~stan as shawn on .a 5,~~, ag ~,a.~ ~
. . th~s plan. The matertol and canstructions meMods ueed for thls propct ehd oonfarm to ihe qly's Public ~ I ~ Utaitiea Handbooks standarde and epecificaUans: rtn to ihe qlys Publit V
- ~ City of Iialelgh Q'^ VJ
~ , Public Utilitiea ~epartment Permit; h i ~ ~ ~ ~ Constructlon Appraval 1 U
~ ~ Date \ v I
\ PUBLIC ~ Q ~ ~ EXISTING CENTEf~ INE GROUND
~ , Water Dlatrihutlon/EKtension System ~
~ ~ ' The C1ty of Raldgh conxnts to the cor~nection and ewtenslon of Ne ptye publlc water s~stem as shown m thb plan. ihe materfal and canatn~ctfons methode used for this p~ofect shall conform to the Cit71a Public 230 ~ , - - iter s~stem as shown m . ~ rm to the Cit71a Public ~
~ ~ ~ / ~ I i Utlilia H~dbaoln' etandards and epecificoUone: ~ \ ~ ~ CRy of Rdelqh ~ ~ I ~ ~ ~ ~ ~ I i , , ~ - - - ~ - ~ ~ ~ I
N ~ ~ ~ . • Public Utiitiee Department Permit ~ . r~~.. ~ ~ i~ 230 , ; _ _
. ~ . N~~ , ~ ~ cmetruaron Ayprerc~ .~N ~
M~NN II ~ ~ oat~ N~~N r ' ~ - I ~o ~ ~ ~
~ ~ fV 11 F'"'~w ~ t II ~ o ~ ~ ~ ' ~I M~NN A / ~ ~ M ~
=1. Z I~ 0>'0 i , ~~w~,~ ,~EN \ ~ON II / I ~ ~ ~ I I ~ ~ ~~C9N~ ~ I I i ~rlt?~ UJ
~ ~TH ~ 1 ~ , ~ a u w~~ 1,92 ~ , ~+N II ~ , - OCp . .r 5 II , , i ~ .~~~V W
~ Q w w SIOP~ ~ ~ Z~~Z~ ~ ~ ~ ~ I j~~ e-rN II ~ ~~W ~ , ~i~cr3NN~
~ ~ 1, p~ acn~?? gi ' JI-~ ; i ~ON II II a II W~~' I, t 11 ~
n.D~ ~ ~ ~ o WW' I , 2c0)ZZ~ C~ ~Q~» ~ ' ~~W ~ a
220; - , ~ i - o ` 12 ~ ` o°o°o°D ~F--ZZ ,~~F-HF- ~ cc a~n~__ LENG H= I a, u W~~~
LOPE -100 ~ ~ .18 ~ . . r ~ ~pE ; a~ rn N ~ 137.03 ~ ~ www Q - ~Q~»> > ~
8in.Dl ~ 2,4 0 ~ M`- M r ~ u , 8• ~ .-~NNN 220 - . , - g ~ ~ _ ~n I _ o ZZZ ~ w ~
r ~ ~•D1P , ~ ~ cv u u ~ 8i .PVC ~ROP. MH#5 SLOPE - Q.50 /a LEN TH = a ~ ~ - - - ~ ~ 183.68 w ~ ~ TA =152~+78 66 8in.PVC PFtOP. MH#51 z~ N o
Io°ZZ~ r~~~~ ~r,WI_I-I- , - + S L O E= 0. 5 0% f-- o r- I~IM ELEV-23 .00 S1'A =154 23.~1 ~
i ~ ' J~~~ ~ ~mUl ; I VERT IN =2 1.17 ~ RI~I ELEV=230;00 in.DIP ~ Q ~
~ PROP. M#24 PROP. ~IH #25 , ~ a" w w w w I z , ~ ~ ' I VERT OUT 220.97 ~ IN ERT IN =22D.25 I ~ D~1TL.~~iI ~'LE'~ ~ O .
STA =10 +60.04 STA =1 9+16.01 ~ Q ~ > > > ~~-zzz R I M E~. E = 2 2 9. 5 4 R I M E L V= 2 3 0. 5 Q d~~--- Da , I ERT OllT = 20.05 W~_~0 ~1 ~ ~
INVERT f =223.15 INVERT IN =222.39 ~ M' tF1 h O~ tt1 ~
- ~ INVERT UT =222.95 INVERT OUT =222.1 , i Q W t.. G0 01; O ~ 1~ QOI 1~ ~ N ~ U J~
D_~TC~~~1 ~'LE~ I ~ N N~ N N N N'~ N N N ~ N I ~ 0~
~ ~ ~ ~10. 00 GRAPHIC SCALES i ~ W 0 ~
100 3 ~ rn' ~ o ao cc o 50 25 0 50 D .i ~ tA N C o0 00 cG ~ ~ _ W ~ N J O ~
M MI M N N N N , ti 152+00 153+00 154+00 155+00 156+00 ~ ~
~ N N N N N N N, i i ~ ~ , ~AwN
% , ' ~ ~ PLAN VIEW ~ ~ ~ ~QV111111 Illlq!/ ° I ~ DRD
z ~ 5 0 100 50 2 50 ~ 1 Q8~{l0 ~ 109+04 410+00 ~ ~ O O c+~ ~ c0 ao 4> ~ti t~• u~ a? ~ ~ 1~ AR kIECKED Gi c3~ Gi o co co G~ O o cv ~
3 Q i ~ M! ~ ~ ~ ; : F Ip ; GMM N tNV N' N N N CV! N N ; ; O ~
0 ~ ~ APPROVED ~ -
, ~ PROFILE HORIZONTAL ~ ~ ~ ) ~ o cc, o o co N, cc ~ GMM - = 36 _ START DATE
° ~t' ~ ~ f~ I~ tA'' M i M M N N N N N 5 ~ =p. . ~ ~ ~ ~v:
o N N N N' N 5 O 1~ N N ¢ i r c~ m o~ o~ M'~ ~n r• ; Q-,~ a? ~ `t • ~ JOB CODE
w J t0 IA (0~ h (A r ~~i~~ tA t~ 00 i~r l~+j~ 6~~ (V N N N N~ N N N~'~ N N N ~~'~~~rhltb i~il~~~
J " ' ' PROFILE VERTICAL NN N N N ~ I!
~ ~ ~ ~ ) ~ I ' ' I ~
~ (0 N (0! tV 01'~, t~I M DRAWIPIG
V-i ~ h~~ 7 ~ c7 ~ t); N N! N N No.
~ N N' N, N N'; NN C
~ I ~ 3~
L ~ S C - 16 B
C
C N ti
U' /
~

~
a ~ , ~ ~ ( ( ~ ~ ~ \ ti ` ~ ~ rn ~ j ~ `
~ ~ , ~ "9~ ~ ~ / ! ~ ~ ~ ~ rn U 1 / ~
, ~ i ! ~ \ , , . , ;-r . _ / - - . , , ~ ; r ~ ~ i J _ _ _ r-n J
z , , 1 ~ ~ _ o ~ ~ ~ ~ ~ ~ I / , , . _ i~ . 1 r I Y E L ~ ~ ~ , z / , ~ , d- L
, I , _ - ~ _ ~ , , / , , ~ ~ ` ~ ~ > ~ ~x
~ ~ ~ ' S 0 I D ~ N , I ~ ~ t \ ~-C 1 ~ ~ _ ~ ~ o o a ~ ~ ~d _a~~~
, ~ i _ , , \ o - ~ ~ _ CT ~ ~ : ~ t~, _ _ - _ ~ ' = o
_ G _ , _ ~ Gf ~ ~ ~ ~ ~ ~ _ ] _ _ - - , , ~ il ~ _ _ ~r % 7 . ~ n ~r Tj~ ~ ' ~ z c~ r~ o~ j - ~ ~cvrn
j~~ T ~ ' , ~ ~U ~ , ~ a _ i~-~i I_ r ~ / I ~1 ! V I C O ~ U J ~NNcfl ~5o c~~ER,~ ~oN ~En~ r o ~ o
- . ` ___-_.,i ~ ~ I I ; . - _ _ r---- , , / ° ~ ~ A Z ~ ; ~ ~ ; ~H J L „ ~z ~ ~
~ ~ o ~ _ . , _ / / ! H 7U / , ~ . 4 WHITE ~ ~ ~ H 7U N ~ _ N~ , _ d ~ m ~ ~ ro
____a -------~-T , _ _ ~ i ~ ~ -_-____--~1 _ _ , ~ ' ~ _ _ _ - _ ~ _ _,I - DGE LTf~ ~ ~ ~oo - - _ ES L _ 1~~1~ER N
~ ~ ~ ~ ~ , ~ ; - _ _ CTYP v 6 ~ ~ _ ~ , ) ~ ~
- _ _ ~ ~ , ~ , '__-~,,.-a~~ ~ ~ _ ~ ~ ~ _ - (ll d-
, _ _ ~ _ i _ ~ - r~ ~ ~ r, . - ~ - _ , ~ . _ - ~ W ~ - _ _
~ ~ ~ _ _ _ ~ ~ ~ _ - _ . _ ~ i , ~ r _ - ~ \ - ~ _
~ _ . . v._._ ~ > , r . a . - ~ ~ ~ _ ~ _ ~ _ . . _ . ~ \ - _ ` 1 , . . ~
_ _ _ _ ~ ~ ~ ~ ~ f , _ _ ~ _ , , , _ ,
_ - v y - ~ ~ _ . - m _ ~ ~ ` . Q . . ~ , . _ . _
- - _ ° v c~ - an ~ _ _ / .,t-- ~ , z . _ ' B~PER ~ _ f-- .
, ~ , _ _ N _ _ - ~ ~ - _ , -AP~'ROAC " , _ _ _ _ - _ ~ _ , - _ _ ~ _ ~ , ,
_ _ H T ~ ION ~EN _ 120 _L_. _ . - _ _ , - , APER ~~LERAT , _ _ ~ ~ STORAG ? 00 LEFT TUf 7-pq~;Dq7; h~~rpt ~ ~E~ I ~t\~ i~l ~0 Q~ ~~L.'1~f11'~~IV ~~liV ~ ~ - - GTH , _ - ~ L - 2 -
o~ ~ S~ORAGE ~ ~ ; _ S}~ORAGE + ~ ~ ~ ~ APP -
TAP ' ~ ~R ~
~ - ~XI T '
300' TAPER ~ ; S , ~ 0 T - - W~ ~Af~ ~ ~ , 3ao , ~ TAP : ~ ER
TW~-~' AY R~AD , WAY
EXIST, ~ ' _
0 TW~- ~A~IE
Tw0-WAY ROADWAY ~
, , ~
; _ ~ ~ ~ . ,
IAG~NAL I~OW D YEL ;
ISLAND MEDIAN ~ ' ; ; ~
~INES ; -
C ) WN , ~ ITE Q ~ , ; _ ~
1205,09) E DETAI~ CSE T RN ~ANE <C
~ ~ i~~ O ~ I~l E
~ ~ c..> ~ ~
WNITE --WNITE ~ ~ z W
6 LEFT TURP - ; , ; ~z - T T U R ~1 ~
~ _ z
ARR~1~ A R R ~ W ~ ~ c.~ ~ _ ~ - ~ , w - ~w
CSEE DETAI~ 1~ 05,08 > ~ 1~05,08) ~ ~ ~ , W
- ~ ;
~ ~
w W
~o
oQ
~o ~
~
UTIUTY INSTAL,LATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND HANDICAP
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
AS SPECIFIED BY CITY CODE. THESE FACILITlES W
NAVE BEEN APPROVED BY THE CITY OF RALEIGH ~
AND SHALL BE SO INSTALLED UNLESS A CHANGE
IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~
SANiTARY SEWER EASEMENTS ARE TO BE RECORDED
PRIOR TO FINAL ACCEPTANCE.
SIGNATURE:
GENERA~ ~OTES
CHIEF EfJGINEER
1. SEE SHEET D-11 FOR STORM DRAINAGE SCHEDU~E.
PUBLIC UTILITIES
ROAD WID~NIf~G PAVEMENT DESIGN - DESIGN 2. ALL SANITARY SEWER MAINS SHA~L BE PVC SDR 35
TRAFFIC ENGINEER 1 1 4'~ S 9.5 B OVERLAY RLAY
11 4"S9.5B UN~ESS OTHERWISE SHOW?~.
CONSERVATION ENGINEER „ 3. ALL WATER MAI~1S SHA~~ BE DUCTI~E IROf~ C15~ PIPE.
3 I 19.0 B
5" B 2 5.~ B 4. AL~ MATERIALS AI~D If~STA~~ATION SHA~L BE PERFORMED
I~l ACCORDANCE WITH CITY F 0 RALEiGH STA~IDARDS AND
AN D SPECIFICATIONS AND NC DOT STANDARDS A~ID
AND SPECIFICATIONS WHERE APPLICABLE.
~
Q (IN
> W
PUBLIC NOTE: ALL DRIVEWAY PIPES DlSTURBEQ ~
Sewer Collection/Extension System BY ROAD WIDENING SHALL BE
The City of Raleigh consents to the connection and extensio~ of the City's public sewer system as shown on REPLACED WITH NEW R,C.P. PIPE, o ~
this plan. The material and constructions methods used for this project shall conform to the Citys Public o
Utilities Nandbooks' standards and specifications: ~ Q ~ N W ~ ~
City of Raleigh ~ ~ zJ~~ co
Public Utilities Department Permit ~ ~ ~ ~ m
Construction Approval ~ ~'~NQ o f~OTE. CONTRACTOR SHA~~ CLEAR A~1D GRUB EN IRE Q o ~ ~
EXISTING 60' RIGHT-OF-WAY -~-15' ADDTL' R/W d m U I ~ R W WITHIN 50 FEET OF ALL I~ITERS TIONS ~ ~ W JZ~~ oi
0-10' ~ 0-20' EXlSTING 20 PAVEMENT ~-2~ J ~ ~ ~ ~ ,1,duu ~n~~p4 _I f- Z ~
PROP. PROP. PAVEMENT PAVEMENT PROP. ~x R~ > tL C~ ~ o ~ , 1--d-0~ ~
~ ~ PAVEMENT 15.0 OF ~ - cn w`~ ~ ~ . U~p~
~ . ' ' W Q a = AL
PUBLIC ~ 5-, ~ , , J ~ o o ~
Water Distribution/Extension System 12' THRU 12' TURN 12' THRU 2. 5 3. 5 5 6. 5 = m• 6~ ; w~- N ~ ~P t ~ - ~ THRU C&G 21 % ~v~ U ~
6' The City of Raleigh consents to the connection and extensian of the City's public water system os shown on VARIES SHOU D R LANE LANE LANE ~ " FT. ~'%C ~'•.I..~''~ ~e'~ ~ NE 1 4 FT. t/4 ~
this plon. The material and constructions methods used for this project shall conform to the City's Public Utilities Handbooks' standards and specifications: r ~ ~ ~ z ~ r~.- '~i~ ti1. cl~ DRAWN ~ ~ 1 M ~r~,nnnMm~,t~~`' ~
~/2 / SIDEWALK '~k DRD " ~
City of Raleigh Public Utilities De artment Permit ~'1 C 0 o HECKED °
P # I ~ GMM ~ z
Construction Approval ~ APPROVED °
GRAPHIC SCALE GMM o ~ START DATE W
50 0 25 50 100 200 J
ROAD WIDENING TYPICAL SECTION WITH C&G AND SID AND SIDEWALK ~ JOB CQDE ?
N.T.S. ~
( IAi FEET ) ¢ 0
)K SYMMETRICAL ROAD WIDENING ON BQTH SIDES -i SIDES 1 incn = 50 ft. ~ DRAWING ~
SHALL MATCH EXISTING CROSS SLOPE. No. ~ 4~ L
co S
C
RW-l C N r-t
C>
Q

~
C a ~i. ~ `'--~'~LI ~ ~ ? G"~ ~ ~ N C N W ~ ___-?t~~k ~ ~ m ~
I ' ~~m N N~' ~~1 ~ N D A ~ ~ ' 1 ~ ~.n ~ i
~ ~ z ~ ~ 1 N-~~-~ ~ 1 1 ~ N W N ~'9Z~~ ~ €"T'6 m rn / ~ I U " - ~ ~ I ~ CA
~ O {V Z Z ~ ~'t ` Y ~ - ~ ~I Z ~ ~ ~ CG ~t = _ - J
j ~ ~ ~C1 ~ - ~ ~ ~ NrV ~ O ~ 0Z ~ z C~~W3 ~ ~ - ~
~ n,rn ~ / m~ w ~ ~ ~N~~ ' ~ w Z~ a~ a~ a~ ~ R ELEV. 2;3~ < ~ ~ > ~ , (NV~'~29:05 - m ~ ~ x
w. . ~ ~ m __I _ ~ ~ ~ iv_ ° , , , , ZU~ ~~o o~°
_ _ _ N , - _ ~ ~ . ~ ~ ~ - _ _ - ~ _ --~j w C,~ ' ' i OUT~2$~ ~E ~ `a _ ~ ~,i=`~ ~ N T tv< = a
~ / rp L~ o , (C9 - ~ Gi~ ~ . ~ ~ G~P ~ , ~ ' i 1 ~ W G z u~ I~ rn p 1 ~ ~ 4, o N ~ cv o~
~ ~ ~ w W o y _ ~ ~ / 2~ ' ! d1a - ~ 'u!9 dla N Q = _ ` ~ Dq . ~0~ o ~ ~ N N ~o , ~ R o ~ ~ ~ ~ ~n o
T ~ ~ ,,i , o ti , ioo ~ ~ o~s °iooo ~s ~ ~ m / ~p cn ~ i i ;I ~ ~ ~ ~ z co
F , ~ I ~ ~E5 L ~I si , ~9tr Z__ ~ y-Il ~ r r / ~ N . _ . _ _ _ - - - . 1
- _ i ~~{a ~ - ~ - _ _ _ ~ 1_ _ _ I ~ - N • ~ i-.
~ ~ ~ ~ ~ ~ ~ J ~ p i ~ o)
i' ~ _ - ~ ~ ~ 6~ ~ ~ I - . _ _ ~ Qy o'
~ . _r / ' ~ __...._____~j ~e- . . , . . ~ ~ W - _ .
. . _ i ~ ~ ~ ~ . , , , ~ , , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~---..d..e.._ ~ ~1 , ~ ~ _ ~ ~ - - ~ ; ; , ; , ~ , _ - - - - ~ ~
~ , ; ~ , ~ ~ ~ _ ~ _ _ . . ~ ti_._. _ . ~ _ . C~ . _ . _ ~ . , ~
, _ ~ ~ , ~ ~ ~ ae~/ ~ _ . "q~, Q=__-;;__. . ~ - ` ~ ~
'r ~ ~ U~ _ ~ z'".
N0T • -'~i u E. ALL DRIVEWAY P1PES DISTURBED ~ z ~ ~ z o ~ N u' - GN N ` , n-- _
BY ROA W < u m~ c~_ ~ D IDENING SHALL BE „ ~ c~ ; _ r~ ~ N ~ ~ , , < r ca ; _ - ' -I _ - N n N . d ~ ; ~ t`3 ~ rt , ~ ;~-c~- -w-.-
N ~ ~ ~ tTe rn ~ „ > ; REPLACED WITH NEW R.C.P. PIPE. m ~ N~, ~ co o m N. < Q v - Q r~-17't ~ cn . 0~~9~ z z(~ m ' N°
w o ~ ~ 'NV y ~ r o ~ o ~ nn ~ ~ _ - , r m "0 ~m~ ~
N N ~e~ ny ~ ~ X r~7 ~ ~r " ~-~I
j W ~ ~ ~ •A ~ C r ii C~Z ~ o: ZZ n ; vu~m -~v u; <<ow
Y NOTE: CONTRACTOR SHALL CL A ° •u~ ~ -rZ NZ m no:~ _~~1 ~ N~~ o~ ~z
E R AND GRUB ENTIRE d~~ .s~`dia ~ 10 N-~t~ X~~.~ C m~
R W WITHIN 50 FEET F %oo~~ ~do~s ~ 0 AL~ INTERSECTIO(~S ~ lS m-I w 0 ~ w-I rv r N ~ Z 0°ZO=i ; t~N~ ~
~66'606 H1JN3~ • ~ N3l • o~ + mZ ; N~< ~ i~,,,i ' W,-.^ rsy ~
c Z J UJ ~ n aN O. ~ w N J X-~~ w
. o _ ; ~
Z~A , II W i
m ~ ~ ' W
~ ~ ; ~ p , C.~
m ~ ~ ~ ; Q
N z
S M EXISTING CENTERLINE o_
~ ~ FORESNI L r ~ L E ROAD
m ~ ~ ~ / ~ m ~ ~ - o~
U I ~~U
cn m ~ TOP CUF w ; ~ / ~ TOP CURB RIGHT SIDE W z
~ (ROAC I m , ;j ~ _ (ROAD WIDENING) ni W ~ ~ -J
_ _ ~ _ , ~ ~z ~ ~ J
~ ~ ~ m~ C~ 0 ~
I ~ 11 ! i I . ~ ~ t-- ~ I~' 0 ~ I ( - ~ , ~ ~ I- w ~ W - ! I ~
~ I ~ ~ ~ i ~ ~ (n ( Q
~ ~ - ~ "~.~DO / ~ , /o -1,00% ~ ~ ~
~ ~ _ ~ -1. dQ o ~ ~ ~ W -~.ao o ~ ~
z , ~ ~ o-
i ` ~ ~z w
UTI IT IN ~ ' ' ' ' ' ' L Y STALLATIONS AND OTHER PUBLIC ~ ~ ,
~ FACILITIE5, INCLUDING SIDEWALKS AND HANDICAP , II ; o ar,
~ i I~~ ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ ,~:I' _ ~ ~i ~ ~
I AS SPECIFIED BY CITY CODE. THESE FACILITIES ~ ~ , ~ w;
HAVE BEEN APPROVED BY THE CITY OF RA I H LE G , ~ _ ~ ~ W , o
, w , AND SHALL BE SO INSTALLED UNLESS A CHANGE i X ~ ~ - ~ ~ ' GEf~ERAL f~OTES
0 ~ IS AUTHORIZED BE WRITTEN APPROVAL PUBLIC ~ ~ ~18" R P ENDED ! I I m= ~ I ~ Q
SANITARY SEWER EASEMENTS ARE TO BE RECOR ~ z DED ~ i , z T4 NEW UNCTION B~X ( O , , 1. SEE SHEET D-11 FOR STORM RAI i D NAGE SCHEDU~E.
PRIOR TO FINAL ACCEPTANCE. I ~ ~ Q~ i NEW INV IN 229.38 , ( , ~ ~
. - ~N SIGNATURE. IV ~ . 2. ALL SAN(TARY SEWER MAINS HA S LI~ BE PVC SDR 35
Z , ~-V I ~ ~
, ~~Q ; UNLESS OTHERWISE SHOW~!.
CHIEF ENGINEER , ' ' ' ' 3. ALL WATER 1RBAND urrERSET~'o MAINS SHAL~ BE DUCTILE IR N 0 C15~ PIPE.
i I ' t NOTE : CURB AND U ' , PROVI E POSITIVE~ DI POSITIVE~DRAINAGE ONG
PUBLIC UTIUTIES 4. ALL MATERIALS AND INSTA~LATI N _ 0 SHALL BE PERFORMED
i ~ ' ~ AS SUf#VEYED DO :YED DO NOT PR0 IDE POSITIVE I N A C C R w 0 DANCE WITH CITY OF RA
TRAFFIC ENGINEER ~ ~ _ ~ ' DRAI GE. i ~ ~EIGH STANDARD AN S D
E. I I , A~1D SPECIFICATIONS Af~D f~ ~ C DOT STA~IDARDS A~ID
CONSERVATI N N i ~ 0 E G NEER ~ ~ , i , ' AND SPECIFICATIONS WHERE APP I L CABLE.
_ ~ ; ~ ,
I ' ! I I '
~ ' i
i I
~ ~ ' ;
~ ~ ~ ~ 0 ; ~
; i ~ i
~ ~ Z ~ i ~ ~
~ ~ ' ' ~ ' W ~ !
I Z ' I ~ I i ; , Z
' ~ i ' i 'I ' ~I , - ~
, z ~ w
, 0 ~ o - - ~
I I ~I PUBUC I ~ i 3 W
Sewer Collection~Extension System i ~i J ~ o ~ ~ Q
~ The Cit of Ralei h consents to the connection and extension of the Cit 's ublic sew ' ~ Y 9 er s tem as shown on ~ Y P ~ o
this plan. The material and constructions methods used for this praject shall conform to the Cit ~s Public ~ i Y i Utilities Handbooks' standards and specifications: ~ Ll; , ~ o ~
i , ' ~ o 0 ; d
Cit of Ralei h ~ ! ' ~ Y 9 V , , ~ Public Utilities Department Permit # I ~ , ~ ~ ~ , ~ ~ w>~ ~ , ~ I zW~- ~
f" , , ~ U ' ~
Gonstruction A roval ~ ; I ' pP ~ , ~ ~ NQ o
I ~ ' Q o ~
~ i i ~-m~ i ~ w w o~ GRAPHIC SCALE W~ z~
~ ~ N nF- ~o ~ m
N ~ + ' ao ~ ~ o zs ~ z~ = oo a
N ~ ~ + ~ > n~ c~ ~ o tiao ~-QW~ ~
- r°a ~ DATUM ELEV ~ U-' ~ m
PUBLIC I i IN FEET W d ~ ~ I85. ( ) t~ ~ ~ , 00 _ o
Water Distribution/Extension System ~ CO ~ ~i ~0' I~ CO t~ O'. o! ~ ~ ~~I ~ 1 inch - 50 ft. Z ~ O cv W N ~
~ ~ ~ M MI M'~ The City of Raleigh consents to the connection and extension of the Ci#y's public water system as shown on ' M M MI Mi M ~ry M M this plan. The material and constructions methods used for this project shall conform to the City's Public ~ N N N NI NI N N N N M i N O I OD ~I tfl ln ~ M' c ~ e~ N! N ~
Utilities Ha~dbooks' standards a~d specifications: i N N N~ Ni N ~
- j I City of Raleigh I i ~sau~ H ~ ~u~~i,,~~r DRD 4
Public Utilities Deportment Permit # 3~2+~d 303+00 3(~+QQ + VA~511 ~
3Q5+00 306 O( Construction Approval , sos+oo so7+oa 3oe+oo , ' ~ . ECKED ~ ~ . ~
~ ~ i ~ i ~ ~ S GMM ~ • z ~ APPROVED ° ~
i N 0 ~ d'j M! ~ r i ~ ~ N M _ , ~ M ~ a~ a~ ~r = GMM o
~ M M ~ ~ ~ t0 ~ ~ ~ M ~i d~ cv c'; ta. ~ 1 6~ o = START DATE ~
I iV N N N' N N N N N c 0 N, M M~ t V ; O ; ~ r ' J N N N~ N ~~'/,~1?, K([~ .~//~~~li~ ~
! ~ ! % V n ~ _ I~ Y 1 \ : 1/1n r~/1r\r
~~~~yrtllif III~I{4N~~~" - LLJ 111 ~
ao U) ~ ao u? ao c~ ao ' o ~ i
~ tV (V N r- v- ~ M 00 O~' I~ c DRAWING ui~
I M MI M M M N t~ cM~Y N N N; N N N N EV C~ MI N NI N NO. ~ EV N N N' N C-
I m
- ' ~ C
Q7 PW 2 N CD
~

U J
J m
~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~ - i t ~ 6421 ~ Q ~ ~ I~ ~ , I ~ c,> n.. i (fj c L x ~ ~ ~4 ~ ~°~O
~ ~ ~ ~ ~ i ~ ~ x~ 19 ~ ~ i ~ i i ~ Z ~ -J ~ ~ ~ ~ ~1 i o~ ' I I ~ ~ -N~
r ; i ~ i ~ , i i I =c~oi~rn
U z ~ y, ~ ~ ~ ~1 ~ ~ k,3 6314 ~ ~ _ 3321 3391 4360 - ~ I ~ I f~ N 0~ ~ ~ ~ U J _0 N N (0
~ ~ ~ i ~ ~ i , , ~ 24 23 2~ i i c0 ~ , i Z ~ I tn O
i, i , , i ~ x;, i~ ~ i , U , I Ul U I I ~ ~ ~ `'~zf~co
~ ~ 'ERI ~ ~ i; ~ ~s ~ ~ ~ ; R PR TECTIVE Y RD i; i f, ~ 621~ i i i i i€ :g i , , i Q m ~ d- CO i c
~i i j ;4 ~ i i ' I ~L N ~ i. i-. ~ NON-p157URB O ~ d3 dl I NEl1SE R1VEtZ
I ~ ii~ ~ e~~FR ~~cnv~ r ~I ~ I I I ~ ~ BUFFERfASEMENt ~ ~ ~ ~ ~ ~ I ~ ~
' ,M ~ i k~ f,:! ~R's f f ~ ' } I I _ ~ ~ ,r . ; - ,i ~ P ~fi{ i 4 "`''N ' ' ~ o~ ~v k t ~ ~ ~ C
~ ~ m P m uPi n~ -ml k I 226 ~ d cv " ~ u~i cv m 80 a 6 c P~IASE I w ~'6' PFRIMFTE PROTEGTNE YA
r~j ~ N~ N N ~rn AqWr ~ 6,396 sq.ft ~ Q N m a o n 5,788 sq.ft. ~9 n N a°i r~ " ~ . an v ~o ~4 { No `~m - ui 6~620 sq.ft o nd ~ ~ ^ ~n . tl ~ pj ~ N 3 0 ~ ~0 ~ ul ~`o ~ a Vl o~ Q ~ ro 64 P _ e~ 'i ` 26' PERIME(Ef? ROTECTI E YA(~~ ` ~ -6- y ~ ~ ~ ~ io,zaa ~q n. - ~ - - ~ ~ ~ - ~ - - ~ - ~ - - _ DEVELOPER TO PROVIDE REQUIRED - I y
. a 0 0 ~ n~ a ~o ~o d ~ro 01 ~ a~ ~ 6884 s,ft. J - . ~ ~ I ~ ~ m u ~o v~i ~ ~ ~ ~ ~n m~ ~ q .a . { 78 ~ ~ . ~ ~ ~ Q W ~ yn. 'a n" ~ ro 6 i ~ ~ ~ i U i
~ ~ 225 6,344 s¢ft. v~ ~o ~ 'n { 5,792 sQ.ff. S~X~~ 81 ~ ~ 10 65 ~ ~ ga tt , 1 ; 5,~ sq ~ ; ~ TURN LANE PER NCDOT REQUIREMENTS n ~g~4~'`. ~g0 ~ ~ ~ ~ ~ ~ ~N oi ~ ` ~ ~ g 13 ~ rn ~ ~
~ 5,685 sq.fl. 6,561 sq.ft'. ~ ~ I I' TET E ~ 1~. , N ~ ? id ~ a ~~d l, 4 1t. ~ 09 i
{ I :x ~ ~ SPWNG BEqNS 1 ~ I I Y I ~ ~ ~ ~ ~ 5 512 r ~i I - r ° } i '1 ; DEVELOPER TO DEpICATE AN ADDITIONAL
~ ~ ~ ti _ ' v I I ~ ~ ~ ~ ~ - = ~ ~ _ v~` 6a,. I ~ a ~ ~ ~ 15 '`~°~E ~ ewacco~ 15' OF RIGHT-OF-WAY ALONG FORESNILLE o a AD AS SHOWN.
~ l I I 1 ~ I I ; - ' ~ ~ 1 p0 ft~ I ~ 'Pfi ;9$6 sQ a~ 5 ~ ~ ~ ~ ~ ~ s4
~ T 1, ~ - . _ -a- T 4aa ~ - / ~Z 5 ~-_.__._.-.J ~ fG~ 1
L~ 6.308 sq.ft. ~ 1v ~ ~ 4 m N a 15 25d y ~ ~ A~wv ~ a8 ~ ~a m ~ c 4,460 sq.ft. ~ ~ ~ Q 'T{ ~
~ y 1 212 Q ~°o ~ 6,864~sqJt. S~ 6,556 sq.ft. 46 ~V ~ Q ~ ~ ~ ~ 6 ~ N" 6,539 sq.(t t 15 250' J N ~ AI 8,152 sq.it ~ a ~ " ~ ~ `0 ~ o ~ ~ ~ ~ m ° ~~m ~ ° 57 g fk. ~ C ~ ~ m o ^ ~ ,a7G'=a RI r"
~ N N~ N o N~ a o ~ ~ w 6 o SITE RIANGLE ~n n ~ ~ ~ m 37 ~ v" ^ a~ ~~b~;i. '1 I ~ ~ 1 56 ~~7 ~ N v~i v~ ~ ~ - ~ o° ~v`Di ~ ~ ~ A s,832 sq.ft. ' ~ i~ 0 ~J ~ a ~ m m ~ r .
6 . ~ ~ \ 9p s `15X250' ° P o P ~ d a" a 48 = 9h ~ ~ 4f ~ ~ SIIETRUWGLE ~ np ~o "o vo o~ m ~ ~0 5.500 sq.ft ° ~ ~ ~ 1 ~ oar~m ~ ~mo~
~ -`1 0 437 ~ ~~~~o ~ 35 ° ° ~ ~D ~ ~ ~ ~O ~ ~ vf ~o m ~ N U ~ \ 6 r9 / C ~ Z ro ~ ~ ~ ~ ~z ~ 3 ~ ~ ~ ~ -
5 tti' 7,525 Sq.ft. ~ ~ ~ n 5~000 sq.}t ~ ~'h ya ~ V 1 \ \ 9 ~ ~ ~ ' s ~ ,n 3'. ~ ~ ; Z 11
~ S 2s 25 , 6~°~ ~ \ ~ 5,939 sq.ft. 5,819 sq.ft. ~ ` N ~ ~ ~ 0 ~ ' ~m<
~ ~ \ .~,-~Vi ~ 'a ` k- 83 3~ Q ° w ~ , ~ p Ex~. j ~ d' aNa n° p~ 6 6 571 s.ft 8~339 sq.ft. ~ ~ w ~ . p~ ya . A ~'1~~ ~ v~ ~ 6 ~ Na N~ w,- ` ` Q ~ , cn w v v w 6 w ~ ~m ~ ~P ~1 ~ , y
N ~ 6 Q ~ 'l~y~ V ~ m N m r ~ nn ~ - ~ o~ m " o / 'Q ~ ~ ~ 84 g N~ ~ m nro ~ ~ o vNi ~ ~ ~ , , N ~ 15 d ~ ~n ` r / 'q ~ Z t' ~ - a ~ r~ a 1^ '
- ~ ~ v?t sQft. N N ~o ~ ~ r~ N y1 ~ ( ,~~0 Qt~' 6,~ p~y ro _ c6 I~ . N 5,415 sq.ft. . ~ ~ ~ i~ (n i ~ ~ ~ ~ i Ls a ~i ~^1 ~ Z
. . ~ ~ pa 5 ti05 t~~ ~ w ~"S ~~~9, n sa~ I s ~ ~ . p5 ;t- ~ V ~ ~`E E}l9 °j m ~ 9S O ~ v ~ ~i t O~S 1 ~ ~ TI ~ N
" 5a G ~ ~ ~ 1~ ~ 69~ ~ t~ ~ ~ ~ 'S~, a~` s.~^.y:~~-~ .:~h~. ~ l~ 5' ~ ~ .j Q O " ~ , ~~_..'r~ ' \ L[~' C/~
~i ~ / ~ ~ y S saSl. t ~p~ 5 _ i 1 ~ g10 0 / . ~ 06 b ~'t ~~V~ V ~ 204 ~ ~ , ~ ~ ~ #''Y - s I~ Y! ~ ~ ~ C ~ / \ v 1' ~
~ ~y sq h6 5Q4 9 7,42~ gG.ft. ~ ~ ~ 5qt~. / ^ ~ \ ~ ~ \ r~. ~ ~ l~ S ~ ~ ~ X s ~ 0 ~ D =
~ ~ 6~ Q'~~ 59 C \ ~ ~ 6~9 ~ 5Q ~ ~ .r . / / ~05 ~ \ \ S '~~20 .pOti /i ~ ,/r~j1f%~~f~j'j%v / i ~ ~o`'_ ~t~ V~ ~ 6~T e, i i/ ~ u~ l/r~i~;CG~a~ 1 k zP~ ~ ~ ~ rn ~ i ~ r ~
N~ ~ 5• a tio~Qi` s9 n zr/% ~i ~t ~ i ~ 5 \ _ i 15'X250' »3 t ~ ` ~a- I / 0 ~9a4~~. $~TE " m° 112 {k. 6636 ~ A i ~ ~
/ y$h' °~~SQ~ 6'~ s F~ . r~~ ..J gg ~15 25~~ y ~g ~9~ ~ A S ~~°s i V - v / ~ 15X25~' ' 6,194 s k ~ Slff IANC~kE ~ o~ ~4Y. / ya= A~ ~ ~ g ~q SffET ~ ~ ~ y. 6E ti. ~ 5 ~ m ~ 2gg sa~ ~ ~ j~ ~ ~ 4 ,ti ~ ~ ~
~ 5~ ~ ~ ~,o~ a~~ 6 5~~ o° ~ N ° s `0 s°' ~ T,a ~ ~ ~ ~y5~ ~,~a3 sq.r~ ~ s ~o W
> ~ 5a sa 1~ ° ~ ~ ~ _ ioo A"~ - m ~ a~ 's~ y~ V 6~ ~ y 61 ° rn i~ m ~ 5,423 sq.ft. pp 102 05 y a4~~ s~s q s' ~ x LOT441 ~ 5 fc [L =
`L h~~ t~~ V ~t~ ~ ~ ~ ~ 6 l~~ ~m a m " ~ 5,23' s.f!. 5~903 s9.ft. y`E f1J . ~ nti 5 5 5Q~ \ \ Q~~ ` m ~ ° % 9 q. m a Q h PH E y 9_ m r ~ OPEN SPACE - PHASE A ~ Q
~ ~9 0'~~ ~ ~ ~ ` ~ ~ ~ ~bsG~ 5ti~~ 5 A b~ a ~V~ Q~ ~ X25~ ~V 68 e%r, s ~ .,,~J ~ .6112 ACRES - ~ ; W ~ , . ~ W~w
dpea 5~ n~o q~'' ~ \ ~ s~ 1 .Ii I „x~r ~ , , ~ ~ I ~ ; ~ (J~ (.n
~ i~" \ '~.3~~'y~`~~! ~ . 1' 1~ , 9 ~o1A1V`~'F - ~ x - - 1 ~ ~'S, 1~•' ~ Y~i <C
. ti0 a~ C~ ~ ' ' % / . i, G\ / \ A 5 -v SQ~ ~ ~V ~9 y~~ ~t ~6~` tn ~ ' \ ~ ~~u ~ OQ ~ ~ ~ , c~ ~ ~ I , I`~,%~ .i~ "i~ , x ~
6, 50.' N ~ ~ i A~ ~ 5 ~ ` ~ ~9 ' ~ 5 ~ Z Z f 1„~, ~
k ~ ~ ti . ~ t ' ! 51 ~ gk 5Q ~ i Q ~~8 t~~ I 9~ ~ Gti ~ ~ i 9" sqS~" ,~p sa' ~ ~ ~ ~x ; n ~Q CL ~ DEVELE}PER TO PAY REQt1fREE? FEE-1N- ElEEJ -l
~ . ~ ~ , ~y95 ~ 5 ~ ~ ~ < ~ ~ ~ ` ~ 1 ` ~ ~ PAY(~+IENTS FOR 1!2 OF 41' B.B. ROAD FOR ~ ~ i
` . ~ ~ I ,iz TO ~ sx~ Q g~v~ A 1 \ ~ ROAD FRONTAGE ALONG FORESTVILLE ROAD ~1 ~ \
~ . . - ' sQ ft. ~ 9 --2~ ~ ~i. ~ LOT , Q~P , E ~ ~a \ ~ \ ~ / ~ ~ ~ ' ~
~ "gasa{t. i ~ ~ ~ ~~~~ti . so~,. ~ Fa~ ;o6a i ~ apFN~ ~ ; ~ ~ ~ / 1 ~ ~ k, ~ I k ~ ~ ~ ~I ~i , , , , . ~ ~ ~ ~ ;X ~
V ~ . .r ' ' ' i~ ~ . ~ ~ ~ ~ ~ ~ 'so„r X 1 ~ i4~ ~ ~ 1 ~ ~ ~j~ ~ ~ ' ~ ~ ca V ~ ~ \ ~ ~ ~ ; ~ W ~ ; i' J L.
~ ~ / ~ ; ~ q8 5~ sq~~ q`~' ~ ~ ~ 9, ~ ~ . a o s4 q ~ / ~ a, ~ ~ 50 , q9 ° ~J' ~ ~ ~ 1 ~ ~ ~ ~ ~t ~x
. . l,1 v~ ~ t. ` 10_'35~sq.ft. ~ ~ ~ r ~ Sq~ ~ ~ ~ ~ ~ 9 ~ ~ ~ ~ ~ ~ (I~ ; ~ ~ ~ ~ ~ e~~ ~ ~ ; i
W; sa' 2C0 I 1 ~'Sa ~ 5~'~ ~ ~ ~ ~ . g1 w. sa~:. ; I ~ 6,OJ? sq.ft. _ _ ~ 1 a, w ~ ~ i C~ ~ ~ ~ ,
~ ~ w y~ d ~ 1 ~ . C~ N N I \ 1 2 1 1 ` \ ~ ~ '-N ~ 151 . , . ~'t q4 ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ . ,
' - h dN II ( P ~ O5 ~ ~ , ~ . u~ 5,698 sqlL _ ~ . g~S ~ y ~ ~ ~ ~ ai ,,•F,-,.~.. - ~ ~ 5 ~ ~f' Y I ~8x35Q ' _ / ~ l -0 ~ ~ ' ~ n ~ a~ ~
~ ~ITE TPoNIdE ~ ~ \'t v ~ ~ 1 ` ~yo 1 1 / ° ~ / ~ ~ ~ ~ ~ ! ~ ~ ~ ~ ~ n~, ~ ~ ~ ~ ~
~ j sa~t ~ f ~ ~ ~ ~ ~ V ' ' ~ u~ ~ ~ } ~ ~ ~ . , ~eb ~ / ~ ~ . ~~Q s4 ~ ,,,'S l.l' ~ ~ ~ O , ~ ~ ~ U ~ A • i n,. i \ , . ~ ; ~ . jti
; ~ ~_Y =q.~t. o~ , 5 5. ~ , y~~~ ~ -y ~ l \ ~i ~r.~ , _ 0 ~ oh _ ~ ~ l ~ ~ ~ ~ ~ ~
~ ' , I ~ ~ ~ - ~ ~9 D ~ ~ ~ v = x - 6~ a., ; ~ -0 ~ l~ ~ ~ ~ ~ \ ~ ~ O ~
~ ~ ~ , ~ i , U ~ ~ C~ ~ ~ ~ -0 6' I ` ~ ~ ; ~ ~ ~ ~ ~
~ ~ o_ 16~ ~ o ~ _ N ti ~ _ ~ I e ~ 6'~aF 5~.". _E. . ~ ,~55Q. ~ \ ~ ~ \ i ~ ~ ~ P - ~
~ ,~:4 5:.".. t' 4? . \ yh~~ ~ \ \ P ~ ~ ~ ~ I ~ , ~ ~ \ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
6 N P W Y ~ ~ _ rt. 1N M ~ ~ \ ` I ~ ~ ~ ~ ~
O ev~ 7 N I J O ~~C`, ~ P rn ~ }Q \ \ . ~ ~o c~'vo m ~0 . ~ mm ~ . A . ~ o ~ o m 6 :n " ~ V ~ 1ti6 ~ ~ ~ ~ i ~ ~ ~ \ ,
~ ~n m Z c' ~67 t \ p9~ n ~ '0 . ~ m" m ~ ~ ~ . ~9i9 s4ft~ ~ \ E45 ~ \ \ ~ ~ / ~ / \ ~ ~ ~ ~
- h ~ \ ' o ~ ~ a~t. ~~(j V~G ~ ~ ~ ~ \ W I Q 5 \ ~ ~ ~ \ ~ ~ _.~7A i ~
~ ~ J~ c.e~1 sa;it_ ~ , ~ '~~ti~ n~ ~ Q I i ~ U . ~ 5a' ~ ~6 yn \ ~ ~ ~ ~ ~ A ~ \ j ~ ~ / / ~
~ I a ~ s 0 . . '~a,i ~ ~ ~ ~ 9, x~v ~ 186 sq~ V ~ Ii ~ ~ ~0 \ V ~ ~ i ~ ~ ~
' . . ~ _ . 1 6,729 s9.EL . . i~b / ~ I ~ ~ _ ' ~ 41_ m ~ ~ . ~ ~ ~ _ ~ ~ V ~ i ~ ~ i ~ s~~~
~ - . i -~X s~ ,es ~ ~ ~ ~ ~ / 'r ~ ~
i ~ ~ 5~ i ~ ! ~ ~ ~ / ~ ~ / ~ 109 ~ ~ ~ , 1 ~ ~ ~ ~
~ ~ ~ , ~s~ ~ s,o5o sq.rr. ~ ~k5a ~a ~r. ~ ~ / 5.9ET sq_ft, - 1p~ sq. i ~ - ~ ~ , ~ ~
i / ~ ~ ~ ~ ~ ~ o m m r ~ ~ , . . ~ qY b ~ ~ ~ ~ ~
~ ` ° ~ ~ ~ . 6~,`5 ~ ° ° o am z' ~1 164 V A1 ~ a ~ ~ `d n~ d _ / ~ 6325s.~L , . . . I / ' ~ ~ ~ ~ \ / ~ ~
o ~ m ~ ~ ~ ~o m m° r ~m ~ . . r. ro - I ` o - ~ ~ ~ ~ / - ~ ~ `
~ ~ ° °J ° ~ 758 - . ,;a, s' ~,c ~ . " ~ a ~ 7,141 sq,tL ~7 . 6'° , A i ~ ' , ~ ~ ~ 1 , ' V ~ ! ~ ~ ~ ~ ~
~ ° ~p 163 ~ . , , ~ , ~ o ~o m m N~h7E ~ d~~. e•'25 sq.ft. , ~ ` ~ ~ ~ ~ ~ 1,2.8A ~ z ~ ~ ! ~ ~ 0
° ~ ~ ~ o ~°n d ~ m ~ '~~5a ' 760 _ . ~ . . . . . ~ - - . ~ ~o ~ o ~ w ~o ~ ~jf ~ ~ p~ti ~ m ° ,0$0 sq.ft. - _ . . . . Q~ ~ ~ ~ M N . c ~ ~ 'n c 6.~~~~ 5:." ' , . ~ O~ W , . - . V ~ ~ i ~ ~ fA V ~ ~ ~ ~ / i ~ ~ \ ~ ~ ~ ~ i ~ i ~ L >
r7 W V! ~ ~ ~ o] - ~ v ~Q ~J Q 1~ _ . . . . N .i~~~ ~n ~ Q . I93 ~ ~ c . ~ 9 ~ ` SQ:if, V ~ ~ i ~ ~ " ~
I ~ . °_,830 sq,ft. ~ ~ +8:. . . . ^ ~ d ~ ~ s,a.u SQ.tt. ~ ~ ~ / ~ ~ ' ~ I \ i ~ / ~
~ ~ I ~ ,-~~5 ~.I ~ t. ~ ~ i ~ EXf NG ~ , ~ ~ ~ /
~ 1 x_~~ ~ _ i / i ~ ; , ~ R2_.00' . ~ ~ ~ ~60 "x~ ~ i ~ ~ „~a,.~ ~ ~~~'r~~ ~ o MANHO~ , ~-y , , ~ ~ ~
~ ~ 1 R30.00' /C ~r/~, i"= ° ~i ~ ~ ~ ~ L01 443 s9, i ~ ~ f ~ ~ 1, / F, ~ ~ ~ ~
~-_1_~ } ~ OPEN SPACE % tn > ~ ~ ~ ~ 610A ~W~
1 i . . 3.3486 ACRES 'g~ ~ - ..,z . . R :'s~~~. y; ~x%` DEWqL / ~ ~~o~- / ' ~ w ~
_ 4 zs_ y: , Q ~ - ~ , . . ti ~!~x , / ~BA11~2EAG~ aroR ~ ' z ~ N O - - - ~ 1 ~ ~ x-
n m ~ ~ W ~ - ~°y^ a . , . . . ~ ~ ~ ~ . ~M W ~ , ~ SQ.fL . . . . . , ~i ~~y~ O ~ o X~~'~V,, ' - ~ . ~ _ _ ~ ~ ~ ~ ~ ~ m J r ~ ~ U ~ ~ , Q
~ O . Q . ~ ~ ` . . . . . . . ~i 1 ~X ! 't~ , ~ m ~ - _ . . ~a ~ m ~ ~ o °o ; I ~ ~ ~ ~ ~ ~ n . . . . . , .K~~ , X ~X ~ _ _ _ ~ ~ 1~6e!~ ~ ~ J z ~ ~ A ~ \ t~~ O I~
~~'Y ~-~~_n. Qe °~o `0 1 f ~ wo ' 7.. ' i A. ~ - ~ _ + . k~ ~J~; ~ ~ ~ ° z n ~ ~rE o~ ~ , _ ~ ~ ~ 4,05R a - ~ ~ ~riuu iuuinrl~ W f- I 00
~ - ~ - " e;,~~ s~_r.. ~ ' _ ~ / ~ ~ { ~ - ~ . / . ~ Y X X X . ~ ~ I ~ aR ~ J - 1 i ~ ~ - - • / ~ ~ ~ p7
- ~ ~y-1 / \ / x:. y ~ ( i ? . . i~~/v ~ , ~ ` ' ~ EXISTING ~ , . - Q W ~ ~ 1 : : f~ > ~
. ~ il ^ ~x a , . ~Y" ?i ~ ~ 26' PE~IMETER PROTE ~ ~ 1, < ~ ~ ~x , , v~ Yn~ , - \ ' 1 F-- U rn MANHOLE ~ ~ ; Q
~ ~ i i ~ ~ ' ~ = ~ ~ ~ _ W o
~ ~ i ~ ~ ~ i . ~ ; i ~ ~ ~ ~ _ ' 1 6 ~ ~ ~ n ~ - • ~ ~ ' W N ~ ~ ~ \ ~ , I ~ O . ` : t(~; ~ ~ ~n
~ i ~ %'A ~ ~ i ;
i ' ~ ~ ~ i ~ i ~ ii ; . \ ; . \ ~ ~ V.~ V~~~ ~ ~ t rr~~~1M, ~C~ ~~~ti~~ DRAWN
~ ~ z ~i j1 ~ N ruiiutiiE~n~~~~ DRD
H ~ ! , I ~ , , ~ GRAPHIC SCALE ~ \ ' ~ ~ ~ ~ CHECKED
~ ~ o li ' i~ ,oa , ' . , 0 50 oa zoo ~Q ~ / ~ 11 ~ h. , \ f ~ ~ ~ ~ ~ ~ ~ _ ~ GMM
i z ~i ~ ~ ' ~ ~ \ ~ I, / ~ ~ ~ APPR4VED ~ ~
o ~ ~ ~ \ ~ ~ ~ ~ ~ GMM \ ~ ~ ,
i ~ WH ~ ' ` ~ ( IN FEET ) i ~ ~ , \ , START DATE ~ ~ ~ q~' ; ~ ~ r---' i
° i ~ w i 1 inch = 100 ft. i t \ o ~ 1 ~ ~ I
~ _ ~ ~ n~I`\I l H I I I V ' ~ ~ , , ~ i ~~g3~ ,~oa co~ ~ ' ~ ~ ~ I
F ~ , _ , I o ~_~~8A ~ - ~ _ I~ a ~ i ~ i, ~
~r, i ~ ~ l~lll ! I h,~~ i nnnn ni t I~ ~ ~ ~ ~
ELI , " ; vVIL L IHIVI J. t~HKKHL ~
. CD ~ ZONED R-4 , ~ DRAWiNG
6479 PA ~ (140 ) ---r ~ rv Np,
4-1 L
~ co
C C
03 H U -
I
~

~ I - - . - - ~
~ I ~ ' FINiSNED GRADE ~ ~ ~ iNRUST COLLAP, ~ ~ ~ ~ ~ ~ ^C° 1 ~ ~
PR~PERTY MINIMUM 36° HOR[IDN7AL CLEAkANCE ~ LCNE fROM AnN C7BJECT. ~ ~ ~ ~ i J I Y z= l N i~ / c~ x
NEW C~NC, T~ BE 3000 PS -SAW CUT AN? REMOVE ERISTING CONC, EX[STING PAVEMENT ~ ~ ~ I o f~u - '~a'g~ ~ ~~y U ~ ~ ~ ~ z ~ - . q°. . . LL 'y- ~
~ FIRE NYORANT, PUMPER N~ZZLE TO !o BE POMT~O PERPENDICULAR T~ STREET. " ° ' v- Lt ~I ~ I ~ , ~o A , ~ ~ W ~ i. _ . Q: - N ~ ~ Q u ~I tt / K Z . I _ ,'p~' Q'. - n. q' ~ ~
TI- YP~~ NEW ASPHALT TYPE I-2 ~ ~ EF[SiiNG PAVEMENT 2° MiNIMUM EX[STIN6 PAVEMENT ~ _ ~ ~ TftAFF7C ~LANGE BETWEEN ~ T Q ] ' . Q _ ry~ 1 C7 F W I vo~.GQ~ (VI Q~ ~L ~ ^ W O ~
e a I I ~ p' ` 2' ~ 6' ABOVE GRA~E ~ ~ d ~ N „ UNDISiURBED SOIL ~ ~ I` ~ V~ ~~WV -~d ~ d:, w~ 0 N C9 ~I I I ~ a o E U Q J I _ _ p~ 0' °I-~ a o 0-~ N c0
i 2" BORE 1 1/8 77A„ ~'-0' ; I j j~ 5' 3' 6' CURB ANO GIITTER oN CEM1TER ALONG CUT I EXSSTIN6 SIDEwALK PAVEMENT ~ ~ ^ ~ oW~ = q - ~ _ ~ ~ ' = I~ rrER ~ ~ Q Q °.°.°d.,° ' ~ ~ ~ _ z ~ ~ PavEMCNT > " w ~ ~ - = N I c0 w
6 C~MPACiE 1 0 1' 0' ~ ~ SUBGRADE ~ 1'-0' , BatKPILL > N0. 67 ST~NE ~ ~ s Y ~ TY P. ~ i i z ' ~-EXFANS[ON JOIPJT ~ / UNDISTORBE? S~IL ~i ~ E 6' CrA1E V ~ ~ _ a- U i`~ i~ , r ~ ~ 6= / a ~ ~ "X' BAR UN~ISiuRBED SCiIL ~ ~ a ~ ^ ~ ~ ~i, ~ ~ ~ - ~ ' Q ~ U CV 0~
~ ~ /ALVE B~ &ACKFILL, TAMPEf1-' ~ MA?ER]AL AND MAST?C C~MPACTED FILL ~ ~ I IN 6' LIFTS SEALANT, AS RE~UIRED ~ IN 6° LIfTS ~ / . , ~ COMPACTED BACKFILL ~ C~IvC, THRJ 6' C~A1E VALVE , ~ ~ ~ Z ~ ~ w~ ~ = n',g ~a, (n 0 C ~
BY iHE N,C.~.~,T. ~ ~ \ ~ (TAMPE~ IFJ 6" LIFiS) . I . ~ B /I 1 / ~ ~ / L~CK p[pE STANDARD SPECS, I PIPE . ~ C~NC, T . . . ~m~ 1 ~ I ~ ~ , ? > ~ HRUSi Q ' ~ U~ ~ O~ BL~CK ~0~ I i J - -~o~- °o ~ ~ Q i - ~ ~ ~
~ ~ 5' MIN. BRANCH PI~ ~ I ~ ~ PE F:: ~ ~ I b~~~ Q m._ o~ 1~, ~ 6^ ~ Q N W ~I - ',p~'.a. I _ ~ y+1"~ i. I ~ l7 I I W ~
uNn~sruRe~o sm~ C/~AV ~ ~ M~ i ~ ReFCR ro w-a .`f , ~ l.: rtatN F.> ; I t e Z~ r~ ~ N~ , ~ Q a~ ~ ~ f~ ~ ' i I I ~ _
NorES, ~ . ~ ~ ~ ~ SEE W-3 - ~ ~ 1. Th v r ~ ~ ~ e vv ement ut shou qe deFined h ~ ~ ~ 3/4' HOT DIPPE~ y a sCnalght edge I CpNC. SETTIN~ $LpB ~ ~ z ~ - ° ~ N 0~ N'•: ~00°~ ~ Q ~ ~ Li - ~ z ~ d Y 4
i P~efernbly a mnchine sav cut. ~ i,_ ~-6A~VAN[ZED SRIDLE 3'x 1'-3'x 4" TH[CK 2. The trench eubgrode naterlol 5holl be backfliled e I R~U MAY BE ~~~P~ED, 0' ^~ri:.: ~x..i:i. ~ U Z ~ ? ~ - o ~ C .Y>;~ : a , ~ ? Q J (U o ~ - ~ ~ a„~ I a5 ~ Q~ ` ~ , J. 3' MIN. I • I 11 J v /l
.tth suitnbie material nnd compactea to o denstty ~67 ST~NE ~ ~/MINIMUM SIDE ~3000 PS~ ~ C N'R ~ or a! teas-t 55G ae tnat oetainea ay comvo~ting a ,.]i. pF PIp 5• CLEARANCE ~ 1 ~ L E~E CU. FL CkUSHED 'JHEN ROCK ° ~ ~ ~ THRUSr BLOCKIN6 samp~e oe the noterial In accora4nce .~ih aaSH7o ,7R WATER IS ~ STONE MIN. ND7STURBED EAR7 c~EaeaNr~ 'r a~R~ ~ c~_EaeArdcE ~ I ~ ~ C ~ W
T-99 as modlfled by NCDCi. ~ N~iESi i 3, ihe final 1' af flli sho.U mnsls< of aBC FPlCat1NT€P€D ~ ND7STURBED EARiH~ - ReaFOecme e~nu!~eneNrs ~ ~ ~ ~ ~ wa~ • e+~ rm ttnnsm ~ ~ ~ E~ e~ Mu,a ua~r ~ r.~ ° ~y ~
~ ~,atertat conpncted to u densky eQUn! to ]00'L ' I L PIRE HYDRANi SHALL BE AS MANUFACTUREP~ M~ELLER, AMERICAN DAR6ING, KENNEDY, M ~ of thut obtolrred by mmpo.cting o sonpie of the I ' VATEROUS, CLOW, OR AVY.. moterial In accordonce wlth PASN?~ t-FO os 2. BRANCH PIPE cHALL BE OU:i1~E IR~N AWWA CI50-96, RICAN DAR6ING K ra• ¢n ~ I U , ENNEDY, M B H, - ~ec. ua~ ( ~ _ - ~ ~
~,oosFled hy NC?OT. 3. F' ~AiE vqLVE SHAL~ PE AJGp C500-86 OPEN LEFi, d. The enklrp thlckness/ verdc~! ec~qe o{ ait NOT=S~ 4_ S1EEL RO?S pN? AO~TS SHA~_L BE 3/4' HQi ?[PPE~ GALVFNiZEO. I Z 5 iHRUSi COLLAR, AND 7HRUSi SCHCOULE I L. . . , ~c•-w~ s~er. .,ro- ~ ' ,I . ~ y ~ a,~
N~TES~ sno.u be tacked Trer~t~nes requlring shoring and i~~~~~.ng, dinensions shall be I 5 FIRE HYORAN7S WG1 DE INCiqLLE~ IM iRUE VERTICaL POS7IDN, ~ 5. The sone depth nf ppvenent Aaienai whlch pxlsts taken frp,~ the Inslde Fa[e o* i. 6. NEGaLUGS InAY BE IiSE'J Orv FIRE H1'DRANT BRANCH LEGS FOR R ~FNiZEO. I . Z ° e ~a~- a~a~ ~ ~ k o z I ti 0 < 7STi ~N, I H / ~T
1~, See Cit of Rafel h standards for trenches and I e beddin I snau te remstoaea, but m no cue seaa ^r snoring and bradng. oDD[Ne, iF waee rtiaN i 1 R~D COl1PL[MG IS EYCEEOE0. Y 9 P P g the acpho~t be ~ess than 2' thick e. P!o rocks or boulders 4' or I ~ , W-3 for ndditlonpl detnlfs 6. The a_phalt pavement nnterloi snoU be , ~ fIRE Hr~RANiS 70 HE ~OCA'ED M R~W OR 2 FO~T EASEMENT aDJACENT T~ ROW. -OR RODDMG. IF MORE LHfN ~NE irj ~ U ~ NOiEs ~ py.. I W j~~ Z~ . IENT ADJACENT T~ ROW. L SEi ~I,LV~ARO ?E1AtL W-9 FOR iHRUSi HllIGK ~OCA7~NS, a~e '.4~ ~4 ~ ~ ~ Q~~ a p
~Q^^yE~~ t0 GP U5@CI ir b0.Ckfll;, ~ instnlled ond canpncted thoroughly to I 2, Pavement ats over 5'-0' width shaU be relnforced to N.C.O,~.T. standords. acnie~e o snaoth level pntch. 3, AP, backFlll r~uterlat shall be ~ ~ z coa. ~e sHnu eE .,aao asi auo rvnrvstr xixeo, ~ W r 33 ~ - \ ~ t-
7. 0.eFer to Clty of Ro.lelgh stondards ~r i sultabie n~,tlve naterlal. ~ treo0.hes and plpe bPdding, V-3. C1TY OF Ra~ES6H ~ .or o~itionu~ aetmis, C1TY OF RRLEIGH 4. BockflY shall be tomped In E' ~ i 3, kE14Y'ONLING BNkS SNALL BE OE~QZME? PNO TlEO i~(iEiF9"JL ' - z ' z~~ I - \ A. i F f.r;~n~ p p t i pN UIOiN :N VICPIIiY ~f INRt)ST HL~K INSiA~~Ai1CN SHALL &E iHE NINIMIW Wt~tH g~ rti °ro ° m u 6 a a~~ w
DEPARTMENT OF PUBLIC U7[L[TIES ~i:~s. CITY OF RALEIGH CI7Y OF RALEIGH DEPARTMENi ~F PUBLSC UTILITIES ' pEPaRiMENT OF PIBLIG UTILITIES I ~ANrnnc si7E voeK, ~onsieu~nov,a0ns v~.~ PS SN':VN ON SiANpqR? OEiA1L U-3. ' W iY OF RALEIGH s. auc~r,l ranveo ~rv 6• u~is vEe CITY ~F P,ALEIGH I I l,1 sc+,uuaan ~ta~~v-3, ~ CITY ~F RA~EIGH ' ~ 4-
7QN T~ ~ 5 A._~nleve 95% com n tl oz nNr oruee voeK cupHecs tH~ rRaoc oF ?EPAR7MENT ~F P' i ~ UB~ C UTIUTSES A' NCRE , ~ i ~TANDARD A~PHALT ~ p c on In ~ rne ~iee Hvoearar, rr~ Peasom r~,POxs;a~c ~ STAN AR ~'1 aoc4rGL I kEn~CH BOTTOht DIMENSIDNS & BACKFLLLING ~ ; Foe rHE vow< IS eESaort~iB~E F7R nu,z;~Me D D FIRE H~LRANT PAVEMENT PaT~N D TAIL I i ~F PUBLiC UTIUTSES DEPARTMEIJT OF PUBLIC UTI~ITIES ~ ' ' CITY OF RALEI6H 5. rxcusr coi~na nusr e[ rwcraer DEPARTMENT ~F PUHLIC UTILITIES - +4~~~~~~~ ~ DEPARTMENT OF PUBLIC UTILITIES ~RD FIRE HYDRANT vE~~:~ au emN smES aio~c ema THRUST BLOCKING DES]GI~ DATA STPNDAR? THRUST BLOCK 7NSTALLAIION ~a~~~~i-~
~w~. No.REVtsiaNS arE aevisioN~ narE PAVEMENT PATCH DETAIL , ~~~~u:eenENrs Foe oucn~E trzo~ I I~~E ~~RE NYORANr ro srar ~,r~,H cono_,ti~ce l ~w~, ri ~RevisioNS u„re ecviszoNS narE ~ INSTALLA7IDN DETAIL aeH a-sroo , nw ~ao ~,eE~:as~oNS narE REVismNS oarE j ~ ~az~cs x couaR aeou~n e~a~uwr~eENOe, FOR WATER MA~NS f~R VALVES AND DEAD END MAINS ~ - S7ANDARD THRUST BLOCKING VIEWS '_ATIDN D~TAIL a opv^. ~TE REViSIDNS DATE , DU6, NO.REVIS[ONS DATE REVISIONS DATE R - ' ~
W-~ ~ - ~ 1L-L~99 3-I-87 RRH 3-31-DO ~ I~WG, N,REViSIONS D9TE REViS]~NS 9P i ~ R H -31-00 ~ 'l-8 Y.C.A. 12 - - ~I ' ~:'-4 ~_1_8 I I 3'l-8J Y.C.A. 12-3l-91 RRH t-21-00 ' DWG, N0, EViSIDNS ~AiE REVISIONS ?AiE I .j~v~'+. DWG~ NO.REV[SIONS ?ATE REV7SIDNS DAiE ~ ~-t-e~ ~ W-7 W-8 r~c~a~ -~z-ea n,w,c, 9-~-99 , ~ _ RRH 3-ai-oo
~ 6-92 RRN 3-3FD0 ~ I, W 9 AW.C, - I
I I V / w~ I
I ~ ATE/TAPP[NG VRLVE w ww ~ I ~ ~y ~ i
i (~j W Z U ~j lil u, ~2 I Z O Jq A n Z ~ qW F l
~ F ~ ~ ~ W„ .0? i.^ i'' - = H z~ a p ? a H z ' Q~r ox ~ z z o a
I i ~ ; ~ ~97E VALV f ~w` ~a~~ ~,o W > I ( ~ n~ a 8 ~ ~ ~J ~ A~ ~ i,i/. '3 ( ~ " w z aN
o ~ - - I o o I ~ . < ~ ' ~ - 1~ o ~ j 3;c• AiL-THREA~ ~ _ _ o o~ : ~ _ , ao~ <cur ro ao~ j iz u a,~ a a. t'.. I q~- o a v~ c~ ? ~ v~ a Z 6 d'~~ I z / r l~i~ '"qWL ? WZ
. I - o 0 0 ~ ~ r~c ~ ~_~,~srH~-~ ~ ~ - - ~ ~ 4~ ' 03 ~ Q'^ I- O 6... I ~ ~i ~v I ; v~, ~.'.n¢....- q ~ ' 'i qu~ww z 3 d~ I G~ w o;~ I I ~ y~~ q I~
! , ~ , ;a ~I~-.~ ~ ' I ~ ~ ~ ~ ~N ~ ~0°5 ~ ~ ' ~ ~a~ . cm°° w ~ ?Q ~ ~ i ' 4 r ~ a= w ~ o~~ y~ ~i ~ '~r i No~~ W~ i, , ^
~ !o 0 i C 0 i~~ ~ ~ : ~ ~ ~ ~~__rr 'OP VIEW i ~ ~ , z ?v~ x .W p~a ~ / ~ ¢ tt v, V J I K~ TL q ~ Y N A - a I N
9 : i ~ ~ 'i , ~ ~ ~ ~ ~ i J ~A Q w ~ ~I~~ V~~ir ~ °W I w~gK q°E ' ~ 1 aw wa i ~ oa Nm ,~J i
~ ; ~ iI, I ?GC; .7 mJNCRETE ~ ~~I! A~~ \ ~ ~ aa ~ i`?; ?w~ - ' ~~I w~ , 1 °oz n Za~ i i. s'=' x~ w 33a ?a ~ r a a, o e a ~ a a q J Q E p~ N ~v..
O° O M.J. NIPPLE d~~~4~ I . ~E ~t ~ fi_' _ - ~ '9-. ~ ' 4'iiH GLAN~S (MINJ a-~ !~a~ II ,_c iR..: ~_~E I i tr P - ~ m~ w~ z ~ -V ~~:.:9_~~I~ uo=~~ w~~ G o= a I ~ 3~3a w~W .z~, ~ ~ ~ ."~v~: i ~ z mrt ~z¢,. ~ ~ ~ ~.a~ w _ zw o ~ q a 3¢~ ~
~ I : S_ W_~~ pN~ -rt~LVE MAY BE BOLTED ~ ~ ! ~ -o-. P ~FC ~E ~ ~ ~ < co `m¢ww~`~3EOw ~ ~ °°ma; Aj ~i ? . ~ I x -~'w~~QFi~WOd ~ ~ yo w o~ ~ cr
_ ~ ~-VA~VE i DiRECiLY TO TEE. SEE 1J-10 AND L-1: r~7R ~ _.-u FoR ~ ~ c~- ~ ; , I REAGTIDN BLOCNir15 1 ~ EE 1J-10 AND L-1; Q ~ a I ~ ~ o~ FW ~ o ~n _~~&N~I~-a¢a, a I EAGTIDN BLOCNirIG ~R A~ ~ ~ ~ ' ~ a r~ y o a c 1 I I_.J W ~ , wn? ?~a~ ?~z w Z ~ ~
~ ' ; . A_ ' ~ ,,-MJ, fITTING ~ I, R;a~,T70N BL~CKIN6 C~NCRETE RREF. ~ ,.~'wRETE AREA~ . - r ' ~ ~ I 3 ? ° , ~NCRETE RR F. r I / ^ E ~ AaaaAw ~,~m ~ ~ a w ~I ~ ? I / J ~ g z.; ni rs ~n ~i ~ I~ i
~ _ ~ ~ ,-_r-t ; ~d-~ Ro~ RE~u.rREN~Nrs > ~ = I ; ' ~,i~ ~ ' . ~ BRANCH SIZE 'J9. OF RppS ~ `S 'I!, I d, 4 ~ , - ~ W . = w W ° cn c a z . " ~
. ( I ( ~l~~i ~ , i~~, ~P, f~ ~ ~ 6• a ^ J y ' ~ q , ~ r n ~ I ' ~ c'~ i¢ J~ . a 3 ~ i. ~ I! ~ i > 3 . a 3 ~ . , ~ V 1 ~ ~ I ~ 3 ~ ~ ? a I I . . ~ ¢ y ~ J ~ I I ~ ~
~ ~I~ I ~ , ~ ~ i, e' ^ G I ~ ° ~ ~ iz~ ; .9 I ~ ~ ~ I ~ ~ I (~,``I (A, (A ".Z. \ I I mr.. I ~ J I 'i ~ ~ 1. Y
~~o. , , 1fi, , ti C o. , I i ~Y' ^T . ~ W Y ~~IL. ~ ~ ~ , j~< I ~ o~~~, J~3~ 3a W o = ~ W> > ~
TAPP N I ~ Ur'~~ . 1 ~1 .S_tE _ I ~ 3C i B ; ~ I 36' ~ 8 ~~s ~ ~~I W m ~ ~ i ~ tuuu un, ~ _ I ' > > o, ~'ti , 5> z, ~ ~~~~,A1 ll Q~~ ! ~
SIDE VIE'~~ I NorES~ ~ , t, S~EEL RODS AND EaLiS SHALL BE 3/4' H~T DIPPE~ GALVANIZED. ~ ~ ~ ~i ~ ~ ~ ~ p ~ ~ m ~ ; I ~ i ~ • /~G E~GALVANIZED. ,~~~aai ~ ~I I ~ ~ ~
~ _ . I, I. 2. ~EE SiANDAR? TI-RUS' 6LOCK. TABLES W-i~ qN? 4i-L fOR CONCRETE. 4i L fOR CONCRcTE. - , ~ ~ i ~ I °e_j ~ I
~ ~7NTACT ! 3. L~HCRETE SNALL V7? L~NTACT BOLTS OR ENDS OF NECHAN[CAL FiTi[NGS. _ _ = n•rrHANiCAL ~ ~ 1. ?~.~[S RO~OWG REGUIREMENT ?OES N~T APPLY T~ FIRE ~'YLRa~~T;. 1F NECHAN[CAL F:Ti[NGS. I I~ li '~i4 ~ FIRE ~'Y ~Ra~~T~ n~tl ~ - L I ~ ~ ~ A
nF - ~ ~ . . _ - i.i•, . <~'.~Er,.r . , ~ ~ - - - -=-=-:7h BL~CK ~ CITY ~F R4~_EIGN ~ ~ ~ I ~ - Y ~F R4~_EIGN I zI"-'I I CS7Y OF RALEIGH ' ~ I clrr or w,~E~~+ ~ ~ • ~ d
'--''7 U-]! FOR DEP0.a?ME:dT Of FU°CC 'JiIL]i[ES ' DEPARTMENT Of PUBLIC UTL`,T.~C; - ~ R_QUIRED. ~4" - =d- ST6r:J~i:iJ TF~PFING ' . BESTR0INE0 TEE AND VHLVE INSTa~ _c-~ Of PUBLIC UTL`,T.~C; Q,, i~I DEPARTMENT ~F PUBLIC LIT]LITIES ~ ~ ~ w i DEPARTMENT ~F PUBL[C UTILi7[ES ~ • • ~ ANU vN~vE ~NSra~ _~-i~ra I ~ TEMP~RARY 4.tATER MAIN ~ ~ ~ i~ ~ ~
S~_E=`~rE AND VALVE ASSEMBLY ~ ' o,v nEAn uNES ~a•-za•~ DVfl NO.REVIS;;}~$ ,DATE REVISIONS ~AiE iDVG. N~.REVISIDNS DATE REV[SIONS DHi ~ ~ I PERMANENT WATER MAIIv i~ E~,• (4'-24') i; , ~ ~ BL~7. GfF ASSEMBLY I: ~i /I,~ I BLOId ~F~ ASSFMBLY I I ~y,~
W_14 -1-87 D.W.C. 9-~-9 3-1-87 D,W.C~ 19-7 . 2-37-9 RRH 3-31-00 ~-15 Y.C,A. 12-31-9 RRH ~-31 fE REV[SIONS DH7E ~,OWG. N~~REVISI~FtS ~AiE REVISIONS DA7E DWG, NO,REYISIONS ~OAiE REVI;iO~~i~ 'pai~ . ~~~~7,1~y' ,~y~ ~P~~~ 1 87 D,W.C~ 19-7-99 D~1J,C. 72-2e-99 ~ ~ E/l~A y1~41~ at-9 ~'d-19 i ~ n.w.c ~~~z-ze-9s ~ ~~~4h4hdd~il~~~~ RRH _ 3. 00 , w- ' 1 ~ ~ RRN 3-_i-oo , Z~ , ~
I
. ~ I I I-- . _ ~
I I . i _ ~
i~ I I ; ~ TdkUST GOLLAR NEV MaNHpLES USE NN APPROVE? BIiUMPIWS i. I
I I , . _ GRADE . . ' ~ .I~ ' . i f~ ~ AASE SEA'_.~li iNqi SHSL BE PPPLIEO ip ~ - I'~ I SEE COR. SiANWF9 i-c5 ~~4C "M 3 n~E ~UlE SEC':ON i0 ?Fp`:l~C I li ~ I . ~ G9R HAroqLC fR4xc y,~t .OVEA ~ ~ tER ~~~4 ;EpL. I
NEW C~NC, i0 BE 30DD PS Sav C117 qND REw~:~E ~ - ~ ' . . ~ . , ~ EX[SIING CONC. EVP~,~uVG PpVEMENT ~'i ~ ~ ~ 4 ~ ~ I ~ : ' , . ~i~ ' _ ~ \ y~ I I . ' , z.~~ ~ - \ I ~ \ ~1.. ~II
{ ~ ~6 ~ - a e'; ~ ~ ' ~ , . Z' i.:, HALFR~UN~ . I . - 4 ' ' . rv~ p~ Thnli NANHOLE ~ ~ t ~
~ NEV P`:1~ALT TYPE . v ~ . . , , _ % I ~ - , i i ~ Ei.iST7NG °avEMEPr ~ MI4IMUM 'ER[STING Pa~+ErEr~' ~ ~ ~I ~ , , ' _ ~ : ~i 24 MA7' a - . . ~ r ~ . . ~ . \ p, ~ ~ Z ~Q Y p~, , ~ .i , ~ ~ ,-a 4FU~.T~, ~ I 'Tc~U~~.l' •1
a ~.~e , , I. ~ , ~ I _ ~ ~ _ r / ~ ~ ~ ~ ; !NDISTURBED S~IL ! ' - - e . f ~ ' 7~ - n~ . i. . - _ ~ '•G ~~T~i ~ ~ ;o ~ R~' L~J j PREGaSi MaNHOLE ~ (
2` ~Bu~: . . . . ~ - ~ ~ ~ v oN ~ . 's 'a ~ T ~ i . - -i = ~ ,~y- . ~ ~ I ~ ~a~ . - _ ~D.'. / . N Q~r. d•a ~~~pDvd. , . ' . ~9E~uNEDI~M.~ CWC I;~~ ~ . ~
6' ,:OMPFCiE 1, ~ .t~.~ I~ 1.' I ~~~J. 67 STONE 7Y p, ~ . I' ~ i ExPr1NS.~" , ~ . Rp . i. 'X' BAR uN~[STURBED S7iL ; ~ ' - ~ 2 ~c~ . . 0 iD S7iL ~ _ ~ m' ~ ~'r°- SECTI~N AT R!vHi ANGLE Tp CENTER LINE OF PIPE
BACKF[L~, TAMPE ~ T~'~ F'_ - ' , COMPACTED FIU_ . ; ~ ' - ~ ~I ~ ~ ~V.. I . . , . , ~ , , ' z' - ~'d ~ ~ J'~s- rv~c.a _ w,,- o ~ ' ~ ' - . . -•w..~_ . oA .
IN 6' LIFTS SFALANT . ~B:,:RE? ~ IN 6` L7FTS ~ . ~I ~ / ~,4r~ , r ~a~.~ 6 i ?HE ~i / (~T a ° PIPE ~ ~I ~0'^0\ . ~ ~ g.~ ~ ~ ~ a = _ ~ ~ ~ ~ a~-5~ ma as ' ~ s~-'~~,'.' ~ . =.2'~L':REi' ~ ~.a'~ JoCT!LE IRON P[PE AND
P;P"c ' STANDac; _ _ , i f / ~ ~ ~ ~ ~ ~ 2~0• ~f~ ~.r5.::;~ i ~ ~ - . . . c ~ ~ ~ ,~•+c~" . ~ - . DU:?[LE iRON 4 , ~ ~ . . a:~~, B~NDS AS NEEDED, W1TH
wdDISTUR ~ ~ ~ ~,L ~ ~ ^~"I . ~ ~ BED a'OIL i ~ . . ~F~, A~ . ~ , , I ~ ~ ~ ! . REFE2 TL~ S-4 ~ ."I s.~~~~ 1a~~'~ - ca Q R]N6 SEAL > ~R RAM-NECK ~'~~7 MORE THAN iHREE . 5_" . o ~ J 'i ~ 4' I ~'r . i % ~ L7 . 4' ° ~cJ01NTS OF HALF PIPE, ~
~ ' ti" 1' _ ~ ~ i• ~SEE r4 & &5 ' ~ 0~Qp I / I . ~ ~ i . . q~.:.,:,: . '4 51w11 ~ . . . erw' M be tle~• . . . A'~ ~l % t1 ~I ~ _ ~ Z ,!__F.._, q Q > v :'.•^r.~'. ~ ~ ~
. % ~ - s . . . Vo .r.~.~ I ' Yf~l~:O.~ troU11e5 [ut. s~ e . 1 ~ t~%:i ~ n,'1b.:;'o ~ _ '-.i 'r~^ ryQrndP naterb~ 9e1 be backfAleC I . ~a••o• '~i - ~ a RuaeEK aooT ~ ~ .';'+v~:' ° i ~ ~ N ~ ~ ?~i Q~ ` ~arcua~ iHVCeT sHau ~nr ~ ~ "I I I ^x.• I ~ ~ ~ ~ ee ~nvEa rHnN Haw sPe~NC- ~ ~
i s.rtca~ mterht ard corwc<m ao n denstty ~ ~ ° ~ , . 3' N[N. 3° MIN, . i ~~art 95'/. ae 4hat obtarn q eonpncting a I i #u7 STCNE ~ / MI JiM.::'! SiPE I C_~a~4ANCE Y B~R .g~ C~EARANCE . sa~pe af the moteral In accva~:e dth AASMO ~ ~;'~3 OF PSP 6' CLEABFNC I 3°MIN, ~ ~ newE~oveaerioo~r~n~n~ ,-INVERiSHOUI.DE ~UCifLEtR~N ~ _~p~ C~EARANCE A;' aim vcnir ra ee i~ aeovc FR~M PREVIOUS I DUCT[lE IR~N ~ MANHCLE
'i I :f nodFle6 by NC?f7t, ~ I WHFN 12C~CK j, . _ . I r z~" `6~ING REOUIREMENTS 3. Tht hql I oC fllt shnil con5's: ~ 4BC ' NGGUiI:cRED _ _ ~~F PIP 12' ~-MA%IN~N ,;i~E I ~ ~ ~~'..~q~:~°~ A~~~.:°~`a~ t~•. ~r,~[+~nw~qiEro~as~ntrt~N 70NExT ~ ~ - c..c'~_ ff a nenvE ~uo~. ~r--4----~ ra tt°w~m ~ , ~ 3rt:tc c*[rs M.sr ec MANND~E SI~PE IO%
'I mce.~i campocted to a densr., ra.v to twz I CLEAP,Ar.;; ~ ~~`~ID i. i Tnt abtolned by conpacdry : sonqe of the 'J~TEc~ i ~ - ~n~.ac ua rn;e.e~ '~n nccordonce with AA9~'i '-EO ns ' - j. dimensions shnll he ta' e. rr~ ,+n.e ~'Y j~ u~~~ ~ ma - . ,~u x. ~ n ~ I ~ SECT[ON A-A s-~ze~ rwl s:o nvu~na~ix a~e "D ~ ~ . o ~o- -~~e~~ OR GREATER r Q ~ ia ;~+r~:c ~crns, ro~ ov PRECaSi . . S ~ / . o .p .
j ~~i li ~ - ~ _ _ - - - ~ . . I ~ LMRGS" G0.~_:V nN0 11RUST SCHEWIE ~ no?~'ta by NCDOi , . - I 4.'N rf.:ke ~hlckness and ver"~_ nqe of Cut " ` I , I a . o I . ~~'~~R S~w1 BE ' ~ f-- ~ wsrtii rt w. ff r aeme MpYN~LE ~ p'r~. e~.e ~~~oD~ \ Z, ~ I ~ . FINISCL~Jt„J:,c~p~.
~ ro:' Ee tacNed ? ~ I ~ NOTES~ ~ , ~ ~ = - ' ~ ' ~ be used In Jnltlal bac~~'. ~ ~ ~ , , _'Fe sane depth oF pnvpnpnt ne.r ~rlch exlsts ' I o€$ ' iECION AL~NG CEMER LINE ~F ?IPE / . . 4 : D:. ~ ~ SEE iE.LP Ci~:GN :ECiIMI [ ^ H I a. ~JW ~ ~J I J ~ ~ I ~ N ~ ~ GT_ ~
'I ~ , 5 zM~'~ i.e relnstpfted, but In ne;~seCfMll z materipl. L See Ciky of Rnielgh standnrds for trenches and plpe bedding cspholt be iess thon 2' d.b ~ ~t ~s ( S-4 & S-5) for addiSbr.cl detalls, ~ ~ osFMlt pnvement mnter'e rr. u ' - ~ - - ' . ~ . . nreas, 12' ~~.n I . SE~ ~ AuOpRD OFin0. S-I FL* 1He:1;! B~VCI: ~O~a7tONS ~ o~~~° ' . \ _ r i - NO HOBrnN? . ~ ~ c_ . ~L A~ , pi r I ~ _iv M~N7 . Y j o ~ 4' i - e ~CE « \ . ~ Mu . ~ . , I Y .7W4 ~ . . I ' : q ` , 6 SiONE 4=~~` ~ . ' , ~ ~ ~ =pS~ ' . I~ . . . A~ . . . ' znsc r_ x~z a~~_~n C J BE MADE WITH IN HIo MA~HC~_
a'~,ed nnd ror~pn[ted thoro.q~~ 2. Pavenen} cuts over 5'-0' ~~n xld{h shall be relnforced 'k:e o snoom ~eve1 potck ~ z stcErE Sxau ae 3p~o Ptt avo izwztr n~~a ~ _ ~ umcc~c uc._ ' TYPE, USE ~N GRA?ES lOk ~F 6PEA?ER ~ ' _ k3'S.3 ~ :f - _ I V~~ ~ ~ ~ ~ . . a - : ~ ~ ~ i n; w,r-~r-~• avcns, raP or i . ~ I
to N.C,D.~,T, sSondards. ~ ~eie. to Gsy ov Raleign stamwas I 5, Achle~o=_ F- n ' ..u:A~wc eaas an~ ~ aeroer~o arvo nE~ ~~r~e. ~ . , . and Plpe bedeYng C S'~ t S~! ~ trnff!C ~ ' ~ . • ' ` r"~pPCtlon In . ~ ' CITY OF 4u~;;~ ~v eom<ann~ eetmis. CIT1 C: 2-_E: ~ . ,'r~.i~ eormx um~ ~rv v~cw~rr ~ n;zusr ai.neK ixzro,uarmn aw,c. 3e *rc nw~,wF~ wnru ? \ . : ~ 3 . ~ ~ i z . , 7 a r iRnNE nn? roviR SHALL BE I . I (n _ . ~iP:~.~,:~~t~o . 7NSIPlLE~Tyll10Ft'ABIIVE ~ ai. 3~ '~E vNlkFq 41?iN , ' " ' ~ FINISKO GRC:h~ SURFA!I, I ~
5i S•J~N 6J SiAN00.PD DEiFIL Si 6 S-5. ?EPARTMENT ff?UB_[~ ~i 6. If In eoserrc ~ r L;TY CF qqLEIGH , ~EPARiMENT OF Pl1F_:= _ _ ~ J I TIES ~ ' CIi° 0~ RA~.[GH - - ~ ~ vO a~~ ~ ^ PA [GN _ qa r:;". ~ ~ CRY Of RAL~IGH ~ ~
$TAN~AR~ ' 12' dean se~>_- ~ _-~cuL ed.~' pEPARTME1Ji OF P'~,1BLi., UTIIITIES . ~ a~.«i~ raneeo iti e~ uvrs aEu J'TANDARL' r-~~HALT r r~,cwo oEra~~ s-~ a s-s. ~EPARTMEN7 ~F ?UgLIC UTILA[ES 1" AVEMENT PAT~_' - . 7, N bOUINe'~ - ~.-a-pr pr I rRENLH BOTiOM pIMENS]~NS 6 HACkF[L~[NG Q COLLAf XIISi BE S'qGiORY pF ?L~9LIC UTILA[ES . cc,~~qry- ~r p,; C1TY OF RALEIGN ~ . _ . =t E~~~C ''3~-:''•== ~ ~EPARTMENT ~f PUBLIC UT[LITIES I aR i ~ ~EP TMEI•li OF PIBLIC UTILIT(ES W 1
PAVEMENT F.~ , CH DETAIL greorer ~ atauta[Nenrs Foa ~urn~E tem+ a ox eorH smes w.ou~ aorM TNRUST BL~~!.-kG JES:GN ?ATA i . a~n rz~~Nroacen eo~caEre a~ve. ca~iaa ~ouun siz~unvE~rre ' ~ F~R SEWE~ ==P,CE ~;AiN ?WG, NO,REVISIONS OATE RE.:~. " '?1SIONS pATE -REVISIONS ?ATE ~ i S-2 3-1'6~ ~ z- _ ' D~W,C. I1-1-43= "Jw N~'~iONS DAiE REV1S[~dS pAiE ?W6. N~IREVISIDNS DATE REVLSIpNS DAT! 7Lh h~ JE~~GN ?ATA ~ _ ' ° ' ' STqN~ARD PRECAS' ;AN.TARY ~ ~ E~ _P,~E ;AiN . . . ~ aH~.~~ 'yP--S- 6_CC<iNG 'vIE'?S ( ~ ~ti~,~ . I SiAN~qRD HIGH VEL~CCTY MANH~LE INVERi SEWER MA~l ,.~c
Y.C~A~ 12 31-9 ~-3~-JT I" RRH 3-30-,^, i I ,,i 3-1-87 RRH 3-30-0~71 RRH I-21-OC _ . ~ .,w,~. -3-9 , S-5 ~ . E REV(SICNS DATE ' ~ -\,l;~`Ji ,OvG. \G.REV(S(~9S !DaTE REVISI~NS ?ATE DWG. N~.REviSI~7NS DATE RP/iSiONS ?ATE -~C j . - _ _ DWG, N0. REVISSONS OATE REVISIONS ?ATE RR - N 3 30-00 ecc cuc, qr easc a-n-ei . iz-et-vz
~ ~ ' S-7 ,y- ;o_ _ 5-20 a-i-a~ ex~ a-~a-eo a-~-ei a-ao-ao 5-23 rca. iz-ai-s~
~ ~ ~
MA~7HOLE FRAME Ati'D ~~':~~R ~ ~ r- Ra~ U ~ (D ~ ~
- oii ~ ' ~~il.. ~ w ° ~ ~ J '~j COPER :20 LBS. MIKi~'_~ i ? z m m, ' r E~---~--t -o~-~ W r- ah RAD.~ ~ve° P.a~ C~ d' FOR MIS APPl1CAilON, ~ l
~ ~ ~ ~ ~ e o w ~ ~ nr- ~c a, e~a F- e~ iHE SIGN MnY BE MO~nh~ NP77Ny R-i7JA. Fmt ,baw, ~p5~ ~ I I / ~ r P~~pA~ ~ ON A P~ST, 1HE BNIDING or EqW ~ ~ ~ N O
1ia, j ~ ~ ~ _ z ~ a ~ W i ~ ~ : % ~I l si~ ,avrzo~o •ce ~ . I . wwa Qa` j ~ I , . ~LJ I . USE .4A7? SB . - ' °u . zdO zd ~ ' W S U' ~ Z 2 I~ G.S. 4J-1].6 ~ ~l _ , > }.P FACE, A GOWMN aft ANY ~ r I I O .}~5 OMEA fIHEO MOUNiING i z ry~ ~I Prr~'aY ~ LL.I ~
~J 4` = ~ 1 . . '--I t ' . / , ' p "t'' J o ~ ¢ r~ 'J~ J. ~ . . I ~ ~ ~ . 1 . ..3a o~-r ~ ~ . ' A SURFACES. i ~ , O. . ~ ~ I ~ ~ ~ I .<a Q Q I. . a ~ ~ a ~ 7' z~
~ ~ ~(~l ~ _ ~ ~ - ~ ~ ~ I 4' l~C ~ ~ . . T; a I ' ~ - ~ . ~ ' ~-I = - . ~ . - ' ~ ~e J d m a < I ~ ~ ~ ~ ~ ~ Q
~ ~V V,_ . . I . . . . 16' 23 1/2~ ~ 1T ~ . , I l 10 ' . _ j ~ ~ _ , . . :..i r ~ -T- ~ ~ - . J . ~ n ^'~~aa.. "IN ~ 1 .S c. _ ~
~ ' ~ I ; ' ' ~ ~ . ~ ~q~~`,~. ~ o w ;~i~~ - ' _ ~ ~ ° Q a e'-6°-~ ~ ~ a 4 \ / ~l 0 -ARp Jo ~ i( ~ to W . ~ . . ~ \ k ,'SC% W ~
~ ~ 5, ~ _ f ~ w ~ . ;I . . . - < I~ , d~ ~ . i . a a i I . . . 24" ~ U .J ~ 30" C~NCRETE VA w ~
~ ~ ~ , ~ . ~ ~ ~~i~,. - - ~ z ~ . I ' nE.GNi i0 8CTf01d OF S~~ t+Eh O \ r ~ li Q~: . O Z i . i PmESIRIMI PAiM GROA1 .=R J . . . I i - . . ~ . ~ - ~ . xAUt 06ES NOT Pti55 A ~ 6G . LLE~' CURB & GUTTER ~^C~ti I PINA~ .,~~5,! MEiALL7C~~ ~ Q ~ BACKFSLL . ~ ~ ~'ti SNALL BE N ,4 - ~R O ~ ~
f ~ ~ . - ~ I - _ ` o ~ u ~ w ° ~ ~.r~o~+ r~e scm I -z= z.' ~ ~ ~ ~ I , ALI,. PVC WA E . :3 F" , ~ , A ~ . ~ ~ BELOW PIN[ _ _ Z O ~ a ; y I - U1ILITY INSTALLATIONS AND OTHER PUBLIC W N
" a~ ~~~1, J~~~~~i'.~ wec ~ ~ 2718 ~ ~ - .e~e...az~:,~ ~ . . - ~•~,,,,~„T~,, ~,.p ~ ` y FACILITIES, INCLUDING SIDEWALKS AND HANDICAP J ~ °'a e~"d ' TN s~ - RAMPS ARE TO BE CONSTR
/ ' ~-n S a' Z 't~E R'-6 CA 4~-EA Sr;n FPI I . _ ~ti~~~d~~..~~~~_-_. - OA I ~ ~ILrL " .a J R.. F- . 9GN.Wnv.^iiqiUSE ~ UCTED ON ALL STREETS U ,=e R~ s rn =;-en s~sr, r~veav~o rce a' ~ ~ !y*, AS SPEGIFIEQ BY CITY CODE. THESE fACILIT7ES e~~~+cEe ss :c-~ze ~ n. ~ ~ 1Nrria~ _ ~ uNO~srueaEO so:~ HAVE BEEN APPROVED 6Y THE CITY OF RALEIGH
- ' u V (=~i ¢ Q ? W ~ ¢ I' UN~EA GF1ddk 5'~UfE 7L.31.6 >E ~NCE4 ;.5. :?-37_6 25 lia• - ELEVATION ~ Q- y m~ z m ~ ~ ~ ~ ~ ~ ~ eacKFi~~ . .Y AND SNALL BE 50 INSTALLE6 UNLESS A CHANGE ~A~
~ _ - - ,~~Y~FZ~ C- FQI . Y_F ~----23 3/4" SLIP RES:S?.h' ;,_Et'~ - - - _ a z ¢ u.~. m ~ , ~ ~ F¢~mnrvoso,~a-caa. ; _ ~ - Q A - H ~ I , Y.Wh SYNAOL W ALUE Btie;0.UN0 f \ r. - ra a s ? wiN ~ - W BACKGFWNO-WMih um~ T'~~P10~m~ ~ IS AU?HORIZEO BE WRITTEN APPROVAL PUBLIC ~''~r""~ ~ sPR~N~ ~rNE ~~~67 i SANITARY SEWER EASEMENTS ARE TO BE REGORDED G M M -Miry . •°'IT'~,:" S ~NE (SEE Y7"=
I ' I i - ._W £ W?i~Y1 ~y m.~ ~ ~ W N(i~ . ~ C I _ Z~ = rU. = I 2 ` . W q ' P . a \ ~4, °~"Y~~'~' PRIOR TO FlNAL ACCEPTANCE. HECKED ~ E ~~a~ s~.a HnuNCN~NC' F~~ ~ ~ PiPE eRaoE q~ c ` I ^ SIGNATURE:
, .>r~ ° 1' ~ 3 ~ ~ ~ . \ 4,.., l ~ , T ~..~..z ,.w Q~~' ~ 71/2' ~ ~ > . w3~cof = ~.~,v,~ v,~-' ~ . A aa ~ ~'--221/4' . ' _ ~~ti~~~~ . < ° ° n~~ ! GMM ~ 4' BEDDING ~ ~a ~
~ ~ ~ . .Z _ i~w:~~ "'v~ .~aA~ i~ % ~'C F,"..?dP ~ F jLli^.~pp ~ 'i ~i ; _ _ APPROVED ~ ._kK. ~ELL UNDER OOTTOM 6',',O.u.~~,+;i'JIMUM SIDE CLEAkAR~~~_ CHIEF ENGINEER ~'C RA?dP
L I' I' Q• W _ ryt L I Z ~ i . _ -~lon~ ~ ~ M A X IM U M ~ z, ~ ~tz~o~ o~ F~_Pivc~ ~z•I e~az;MUn sin~ c~Eaear,r. GM M Puauc ur~u~ES START DATE
~ , ~ W ~ ~ ; a_o~ ~Q , 24 3/4' - ~ ~ L° ~ ~ ~ i I . ~ 3 ~ I - ..E r,~~ PENALTY . BOiiQM R S~5 SIGN r~~ -~PiCAL TRENCH ~U?TC~P~ r~IMENSI~NS FC~~ ;~S 'os~'s f=~ p',~_"~~p I~.~, I_ ~~~~~'~~~,CTTF ('qflfl-P',;^ PrP ~~~~m Pvr con~__. c-n~ TRAFFICENGINEER
~ ~ 33• ~ I r-_ i~~~~ ww;~~:~~ ~ ~ i i ~~s _ o,._ n_F
~ FRAME 192 LBS. , L ,$100 lrn~, . . ~ ~ e7-[ Jki D :c .R 43 OR #4 :E3>d l , , • JOB CODE ~ R -Eo CONSERVATION ENGINEER
LAGSHIELDS ONLY MAY BE USED OR RMG ;UNK T[] u . , II ~ i . I I.. ttPC4 SIG GS 2B-3Ib o R7-E 1N RIIADWAY APPL[CATIONS. DESIGN Il«TH, -h~7 ~;i8. X3' GORRaS[Oh RESS`A~- MATERIAL 0 Hai GIFF~ , Ga.r;::ItE6 ~ sicu k]-BD 1 PUBl1C
LaG BOu nr.L vaSHER , i - z~ w a?~ f i _ CITI OF .rLr..- d ' s . . , sm+e~ cauaex~Fx<~~an sn~~ < a v , d Q ~ IAe qh a10.0e~41 cmmU to ~M1e mMUWan wE cSarsUn ol No QT/~ PudVC ae+n M~~ a~ Moim m ~ ' m. maiem we @,s~marme moinme ~:~E r« mro woka me <a+m~m m n. a~yc weie
Z EIGH sc . .+.e.•a~us~ L CITY OF A:5~ ' - > _.'Y pF RAL DEPARTMEN7 OF ~UgL:..:;Ti_?i[ES ' . - ' R . uNO[a c.~t _~;>mr zaate DEPARTMENT OF „-.LITIES o- - ' A vm ona .qoa km'ws °a < ~ . ~ ~ m ~ 1. FOR TRENCHES P G'~d. N7R~A~ v~~ r~qCENG, ?IDtENSIONS SHALL F. ~ ~ _ _ DRAWING TNCEN FROM ?nE L4SID' FFCE L~;>nuRiNG AN~ BRAGINfi~ ~sn~ ~~i~,~; ow=nm,~~ v„~,ae g M91FD
E nEP:.KT+!En.r OF Ptl BLCC ANDARL MH`!-__- SECTION A- A STANDAPD S' TANT ~ I tJTILITIES ~ SANiTARY SEWER GRWE ~ n _ p~~ a p~ 2. NO R~CKS OR 3l,iD_BS c~ . C 8E USED M IN]TIAL BACF _ Pa~ NO. _q.~ _ ~e 3. ALL BACKFI~~_L N.TERIAL _ iE`^'adLE NAi~NE MATER[AL ,m,
Dwe No,REVis~oNS na1E FE:;::-mc narE MANHOLE ;Tc~ C ' ONNEr ,TION S7 25 3-1-87 3-1-87 , v' 'JISI~NS ?ATE RE.:S,:'.; DATE , ~L', DVG. N~.REVI'. a; iGaiE REViSIDNS ?AiE ' , 4. BACKFILL SM,a~~ 3E 'aMP~~ !v TaqFFIC ARAES, l2' 60" NoN-rRaFVr. ;r:~s Pueuc Waid DivhNuUm/ENenxM S tm
RRH 3-30 -0 i TO BE US~L S';~ »E~ - a is~n ~a me w,nen~~ o~a mnmsrn oi ma crtre o~eik .ate, .riam a. sno~ m ±~~tk mewe ane eawrNCU~s meums ~~s<e iw mi. a~~pn ~nou wnm~ m ine ~v~~. wak - au,e~ xo~ae~ na~ao-a~ o awnrv<mm~
~'.y o1 Roklgn P~aik ~idlika Opaiment Gmmitq
Ccn~WC11 n .lppcal Date _

U
_ ~ s~ ~ a~sr. awre s t~ ~ J 0} r.
I IX6f.5 n U X VAR R LL ~ ~
I ~ ~ ~y . SfOP BhF YM R ~ CIiY aF RALIEGH N ~ d~
SOEWALK ACCESS RAMP-~ SEE N01[ J~3 ON vnAiae~t s~oae vaaipe~ soaE Ner ra ~c~o rvor ro uc~ro ~ SEE N07E 1 SEP N07E i ~A55~ pR~ ~ 7~2° EXPANSION JOINT-~ ~ a'a• tin . ~EET 4 of 4 i2~ ~i2n--~ SfDEWALK ACCESS RAMPS ~ ~ ~ v ~ ~ GENERAL NOTES ~ L ~ ~ r`
~ 9' SiOP BAR / ~ \ . PFk-XINC 15'-4 / 15'-<" \ 10 MIN. - ~ ~o' ~ ~ ~ p N CO ~ \ _ cL1 CO
90ENAL'( SIDEN'ALN 5~ $IOEWALK b'-9" 3'P' AIiH. 6'-0' 4' 6'-0" I ]'A" MiN. \ 6'-0" BOErvq n~ \ eacK or I, i. NORiH CAROI.INA GENERAL STAN~fE 136-44.14 RE~UIRES THAT ALL ~ ~ 7--~ ~ N s•-o' soerva~t I 57REET CUR85 BEING CONSSflUC1ED OR REC6NSTRUC7ED FOR A~AINTEIJANCE 4• ~,py , ~ / ~ I PROCE~URES, TRAFFlC OPfJtAlIONS, REPAIfl5, CORRECiIONS Of UTIIJTIES OR - - - - ~ = N I (Q
iF 4' SiOP BRR y y '4-- , c° ° e4, Pa° a B.w 71 09 ~n~ g oY Z i roP ~ I ALIERED FOR ANY f~ASON AFfER SEPTEldBFA 1, 1913 SHALL PR019DE SIPEWALK I U~ ~ ACCESS RAUPS FOR THE PhiYSCALLY NANDICAPPED AT ALL IN7Eft~C710NS WriERE ' ~ 0~ ~ U cuab 'I 901H CURB ANO GUTIER AND SIOEWALHS ARE ARDNDE~ AND AT 07HER POIN15 ' S~~ 12~ ~ ~ Z
yZ y{ D 0' h G'RASS SIR~P EPFE D a DEPR SSEO DUMMY -v + SNa BPR ~ -w~ > \ CIIRB / LURB GURCR SEE NOIE 7 F srnnoaw srnr~aeo uNE currrR I OF PEDESIPoANS FLOW. I 0 ~ ~ uNE IN A~~IiION, $C110.4 228 OF 1HE 7973 FEDERAL AIO HIGHWAY SkFEIY ACT UAA R y,yt p {f} ~ ^
CUPB CURB s~oc~vnus p~ x sioEwnu °~'~,saaa <a ° .t SfCTIOtd "C-C' ~ REQUIRES PROVISION OF OEPRESSED CURBS ON ANY CURB WNS7RUCIED AFtER ~,s ~ (I~ ~ O~ JULY i, 1976 WHETHQi A SIOEWRIN IS PROP0~0 INI11A1LY OR IS PLANNm FOR I gA _V ~ O~ ~
~wc OOUBCE ACCESS RADAP OfiAIL SHOWlNG TYPICAL LOCA?ON SE£ NO1E i A fUTURE ~ATE. Q`~ ~ Ol ' iHE AA1EPoCANS VF7H DISABILI71E5 ACT (ADA) Ot' 1990 E%1FN05 TO INpIY~DUALS re~1E tSE 7HE YEMW SxOWN ~B6,f N1EN 08S~w.'Iq~s, m'QJ VA1H OISABNTIES COA1PflEHEN51VE GNL PoGHTS PROIECiIQN SIMILAfi TO THOSE q~j p~ ~ ff q~~~ O~ ( u
Of SIDEVYALK ACCESS RA~IPS, PEDES7RIAN ~ iNSOe veoesmnw ~aeess~o wae CROSSMFLN IJNE PEDESiWAN CROSSVAIN ~ CR0.SSWALHS AND STOP 8AR5. ~ r~ ~o wrurewr ! PRON~EO TO PERSONS ON 1HE BASIS OF RACE, S'E%, NA7S~tJpL ~dGIN AN~ N~ r~ uaorr ur~R n+~ n+~ c~m ~crtrs nc~ o~ rss+. me aooPreo sioexux LoCATION oF wHEELCHaIR RAhAPS WHFN
\ ~ ~ e P ~ ooue~E wHEE~cHn~a aawas nR~ ro ee SIDEWAlK ACCESS RAMP 15`"" nCCess Ra~tP5 NAV~ e~rt o~crt~ To couPLr ~mtti nn.E IEI o~ n~ AQq I EXlSTING CURB & GUTTER AND SID~VALK ISOktEtRIC VIEW i ~ M n~n1 eECa~E ~cnv~ aN darauaRr zs, 1992 AN6 AS AMEN6E6, I5 6EYOND EN6 OF PROPOSED CONSiRUCTI6N i iHE ADA REOUIRE1AEttlTS FOR DETECTABLE WARNINGS ttfRE SUSPENDED EFFECIIVE ~ ii ~ ~ ~
INSTALLED AT ALL PUBLIC STREf.[ ~ARUB~ MiERSW~ONS WHERE SIDEWALK 6 MAY 7T, 1994. ~ HRCK ~F SI?EYALK ~ i- ~
RE6UIRED. 4YHEN SIDEWA~K IS NOT I si~p K s•-o~ _ a• nini. 6~-a• ~ anck o~ smEVa~K REQUIRED, CURB IS TO BE DEPRESSED ~ vaa s~wes mo AT ALL RAMP LOCAli0N5 AS SH~WN ~ ID ExcEEO ~ai ~ ~ J Z. SIOEfYAtJ( AGCE55 ftAMPS 91151 BE PROVIOED AT LOCATIONS AS SrIOWN ON 1HE ~l ~ ~ PLANS OR AS DIRECTED BY iHE ENGINEER. SI~EWALN ACCESS RAMPS SHALL BE ,.}J W IOCAIED AS INDICAlEO IN iHE ~ETAiL HOWe7ER, iHE LOCR110N MAY BE ADJUSiED
ON THIS SHEEt cEE NOff P ~ i~ SEf NOTE 1 ! 8.5 UNLESS 07NERV~7SE SPECIFlED' DEPRESSEO LYIRR . o j.= o; oa° a p o. o, o a a' s• ~roa w wae \ ,I ~ ! I ~ 4' SiOP BAA ~ SIDEWRLK FlCCFSS AAHP 6• ~roa w cuae AS DIRECIEO BY TNE ENGINEER IVHERE El(IStING LIG}iT pOLES, FIRE HIDRANTS, ~ DFOP INLE75. ETC. AfFECT PIACEM£NT. AT ALL LOCAl10NS, NOT IESS tHAN 2 FEET
P NC ' 1/7Z EXPANJIOIv JOINr $~ANDARD 2' S" 6ViiER LWE ro u~rv. ~ cuRe & currze I ~ curtEe un~c OF fULL HdGHT CURB SHAt1 BE PtA(ED BETYIEEN OWBLE RAMPS. W1R R , srop ea~ vu~ a U apUBLE N9iEELCNAIR RAMPS ARE TO BE ~NSTALLED AT ALl PUBLIC ~
I ~2:~ MAk1 I ~SiqNpARD CURB ~ SIDFNAIk SICEWittH a~~ ~UM 9LOP~ L[P NOi i0 EMCEEO L2' / C~AA$$f~l dRfA ~ ~ SiREET INiERSEC110N5 WNERE SIOEWALK IS FEWIRED. WNEN SIDEWAtK IS NOT RE4UIRFA, CI1RB IS iD BE DEPRESSfD AT ALL RAA1P LOCATIONS AS SNONN ~
~ - ~EPRESSED CURB ~ r- ° 4' SiW Bat A ~ 91~EWAlN hCCE9S RMIP ON SHEET 1 Of 4.
_ ~ ~ 4' SIOP BAA ~ -y. I ' SECTION "A A" SECiION 'D-D" 3. 1HE WAtI(ING SURFACE SHALL BE SIJP RESISTANT. COLORS FOR 7HE RAAIP ~ ~ SNALL 8E OARK CHARCOAL GRA1` FOR CAMTRAST W11H UGHT PAIHWRY COLORS ~ AND UGHT CONCREIE GRAY FOR CONIRAST K9TH DpRK PA7HWAY COLORS AND ~ vnR ft
cAnss a~n FOR ALL PUBLIC SiREET DE-!NS SIOEWA! K SI~EWAIf. SHALL BE AN INTEQZAL PAFT OF 1HE CONSIRUC710N MAIEHIAL IRON 0%I~E ~ ~ YkR R ~p~pyk PIGNENT SNAkL BE USm Ai THE RAlE OF 25 LBS. OF PIGMENT PER qJ.
a~ran sFrowuvc rm~cu cocanor+ ae sroevrwc acc~ss aaurs smEwa~K YARD OF CONCREIE. j 4. NO SIOPE ON 'ME SI~EWAIK ACCESS RAMP $HALL EXCEED i"/i' (12.1} IN YAR R S7QP gpR ~56m h~, ~N v~tx a'
PEOfS7RIAN CROSSWAUCS AND STOA 8pR5 FOR TEE INTERSEC110N. Y2" SLOPE 12r i~+AX (5'-4" MIN.) oePResseo c~rae GRASS STRIP RELITIONSHIP TO 7HE GRA~E OF iNE STREET. ~ ~ ~ R auu' a~ art n~aaucx o~+uxc a+ ~ svxo ~ (wnc sarc u+ iz7
. I , i ~srArmaan 2~ e• I \ \ II ~ C'JRB s NiiER S.IN NO CASE SHALL 1HE PoDTH OF THE 90EWAlK ACCESS RANP BE LESS o A I iNAN 40' (3'-4') HOWEVER, RpMP MAY EIiCEED 40". I
I II q" a' s~wau~ er~.wsioN ~oiNr I I ~I ~ ~~E'NA \ ~i i 6. U~ p.ASS A(3000 P~I) CONCREIE INTH A SIDEWALK FIN~SN IM DRDER T~ OBTAIN A RWGH NON$KID SUR~ACE. ~
'i ~ ACCESS , i~d'.r. / / ANAP 4' SiOP 0AR li E%PANSION JOINi ~ / ! / 7. A t/2' E~wANSION JoiNT vnLL aE REqWREO wNERE 7HE CpNCRETE 9oEwkut 1YPICAL El(AMPIE Of WHEELCHAIR RAMP WHERE AN 08STRUCTION ISLRND IS PRESENT
8 8 0 sioe~,QU< I SECTIQN 'B-8° ~^P ACt~SS RApP JOINS THE CURB AND AS SHOMid ON THE STANOARD DRAM}NC. LOCATIONS WNEN CROSS ROA~ DOE$ ~R THE PROViSION Of A RAMP OR CUT-THRU ~OES NOT HAVE SIDEWALK SHALL BE PRDVIDE~.
~p,g~ FCX2 RAMPS AT ASPHAL7 TD ASPNAL7 57REE7 TYPE DRIVfWAYS ~ ~2~ OR PRIVATE SiREE7 ilE !N. ' ° 4, 8. SINGLE OR DIAGONAL RA11PS ARE NOT PFRA~ISSIBLE FOR NEW CONSTRUCTIIXJ, EXCEPT AS SfiOWN ON SHEET 1 OF 4. I ~ -
SHEE7 1 OF 4 ~ '/~'a pe pEPRE55FD WAB k N1NG5 rj Ai RAMP ~yTy Of RALEIGH C1TY OF RALEIGH SHE€7 4 OF 4 i r~
qTV OF RAIEIGN FQR RAYPS AT ASPHAI7 i0 kSPHALi SSREET CINTRN. fMCdNEERING DEPARTMEM7 ~I CENiRAI ENGlMEERING ~fpAR77AEN7 CEN7RAL ENdNEER(NG DEPAR7i qTf' OF RAIEICN CiN OF RALFJGH ll / 7RAL ENdNEER(NG DEPARtAlENT CENTRAt fNf1NEERlNG OEPAftIMENi
TYPE ORfYFWA45 at PRlVAlE 57REE! DE IN. ~ . RElASIONS oA~ ~/oo flaAwN er< ne RENSIONS an~~ t oeav~ ev: ,ne ISOMETRIC VIEW REV157oNS oa~ 7n/oa oeav,r~ e NJS oa~~ zp/OU oaav~ ee ,ne REN57QNS oA~: ~/s/ao ~envmi ew ~na SfRFEf QR OR~4WAY
SIDEWALK SIDEWAL}( ACCESS SIDEWALK ACCESS RAMPS ACCESS SIDEWALK SIDEWALK "n" ACCESS ACCESS wu~
RAMPS TYPICAL LOCATION RA~PS ~ sra ~ ~o.n sm. ~ ~o,n sm. ~ zo.n RA~PS RAMPS vea a 90EW.VJ4 ' ~
sm. ~ zo.n sra ~ ~o.n R I I W
~ ~
~ EXAMPLES OF SPECIAL ~ (J~ N
51TUATIONS FOR WHEELCHAIR RAMPS AND _J
i/2'R 6• ~~_p~ DEPRESSED CURB.
~j Q C~ W z ~
6` 3,R i/4"R r r- W
, , ~ :A..t.i . ] ~ 6 : a. , Z 0
. . 4 ~ [ • ~ ~ SLOPES FOR VABIABLE I I ' ; , ~ C~ roa,or cuRa NOTES -
I„ 3 -0" _I ~ _y ~i'` ~>;?nNS~oN SUPER ELE'JF?tOPi Ba~`~ I ~ ~o~~~ - W W ASPHAL T PA lIEMENT PA TCN 1~ 1~ ~ T~ ~,nER To W I
~ io~-o• 30" CURB & GUTTER ~q ~r~~' " - ~ u~a a~tiL~ ~ _ , ~ 7NE CATCH HASIN ~N THE l1PHll.L ( n ~ ~J Fa soPE SI?E SNALL ~GIN l6 FR~1 TI# ~,l / i, ~NEV I-2 ASHPALT 2' NINfMUM I 12 3/4' ~ar[~~ iHE CAiCH HASIN.THE A~E OF - Q
~ ~ s u• ~ , ~ i 7ME GUfTER TO TFE CATCH BASIN . ~ , o~ n€ nnvNSra~nn ~
1/2'R - ~ ° ~ 6' 1`-6' ~ ~ F- 6' ~ j'; . • 7' ~ to,_oe iiz• Ezoavs:oN ~ r ~rnu~c s~ eECw s- ~am~ . . ~ ~ " ~ TI~ CAiCH HASM I"'-' ~ to~-o° ~mNr ' s~ v ~~~a ~.~.~.~.~.~.~.~~a,~pPC~,1Z".r~1mMUM.R~P?N.'.'.'.~.':.'.~.' ~
~ ~ ~ 6 3~~ 1/4`R i~ ~o oz . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 ~ L,1. PIP[ CNt P4C PIDE , ~ ~ . ~ 2> STEPS SHALL HE FtiSF(A.L.ED IN ~ .
~ ~ ( 6 3II' CURB & GUTTER ~ . . 6 a< j . ~ . e• muw~v i~ ~cEr i~• xu;. FLL CATCH BNSINS QVER 3' IN DEPTH, ~ ~ ~i I . I w ro 6~ rzai ,w cv cwe. OEPTH SHALL BE MEASURED fR@I 2fIE I ° T[1P OF S!ff Q17TFR TO THE INVERT InI
~ d~ ~ ' , . ~ m 6' . ~ ~ ~ q l_ I~ FNf CATCN BASIN. \ 1' LJ~ l~. ~ 3) S~LID CONCRETE BRICKS NM1Y BE '
~ L~ ~ i• ~•e ~ ~ 2'-p' _ ~ 12' _ ~ I Face o~ cue ~ ~ - i_~~ ~SED IN 4%4NB I7R ~%6X16 SRES, V ~ - ~ 10' ~~--CdMPACTED FiCL ~ I--'
' ~ - na ~ i~ - i y ~ i . ~ , ~.z ~ ~a-^C ~ . I' 4) NC?DT APPROVED PRECAST ytI . . . ' CANCRETE BD%ES ACLEPTABLE O, I. sISTiNG SUAGRADE o
24 CURB & GUTTER , _ 6 C~NCRETE HEADER - . ~ ~~=----a T ~ IISING STANDAR? 5' CASTINGS, i I~ il o~~ I I I o`';\\ ~
SECTI~N A-A ~a ~ ' ~ W z,_6, z,_6, ~ I I aaoo ~
A ~ ~ z,~. z, 6, z,_6, 1 - SLOPE=3/4' / FT. . Ln ' ~ ~ P.S.L o\~ ~ _ i~ C^N . ~ / ~ ~ C. i o\c ?z a
5' ~ - -30' ~ ~ 1/8' MAX. I i F B . z~ : ' V / , M . ~ ~ I ~ , ~ ~C ~ 0 6' JP i0 DFEP . ~ . , ~ . e 6' - a o . o . v . Ee ¢
~ 2~30' Rp~LED TYPE GUTTER ~ j~ 1 ~ ~ ~ % i 6_,.
N~TE~ ~ F,~E ~ ~ ~ ~ AO ' BNIX 6 CURB/ I ! BNIX 6 CURB/ ~ I
CONCRETE FOR CURB AND GUTTER SHAL ~ os L< ( ! NO1ES ' N 1. THE PAVEMENT SHALL BE DEF1Nm 8Y A S7RAItliT EDGE. PREFERABLY A MACHINEO SAW CUT. STANDARD C.B, STEP 2. iHE 1RENCH SUBGRADE MAIERIA~ SHALL BE BALKFlLLED M71H SUITABIE MAiERIAL hND COMPACiED TO A DEN51 3 a3 REFaR~
A io~-o' NAX. BETVEEN ,JpINTS C~NTAIN NOT MORE THANN 6,6 GALLONS ~r. - j , F WAT R P _ uP ~ ~~rTER 0 E ER BAG, N~T LESS THAN 1, ~ uc ~ eurree OF AT LEAST 95% OF THAT OAiAINED BY COYPAC7ING A SA~IPLE OP THE MAiERfAL IN ACCOROANCE 'M'fH AASHTO e~ ~pap ~~I ~ ' ~ T-99 AS IAOOIFlE~ BY NCDOT. A, ~ ~ ;
FRONT VIEW B,B.LS, PER CUBIC YARD. FORM _ - ' A B ~ ~ ~ 3, THE FlNAL 1' OF FlLL SHALL CON9ST OF ,19C MA7ERIAL COMPACIED TO A ~EN9TY EWAL TO t00X OF 1HAT ;-~j-, T,~~~:;: - - , ~ ! OBTNNED BY WIIPACTING A SAMPIE 0~ 1NE WAIERIAL IN ACCORDANCE WI1H ASSHTO T-80 AS MODIFlED BY ~ ~w, ~I, NCDOT. BINYINIXI$ BASE OR &N~ER NAY BE S1BS11NTED IF APPROVED BY 1HE FNqNEOi. A
PLAN VEIW STANDARD CURB AND GUTTER MUST BE ACCEPTABLE TO ENGINEER, ~ - ' : 'I.~ .E7:<'I W ~ ~ ~ ; ~ ~ i i ~ i ; TF$ QI71RE THIpCN6SIVEN11CAL EDGE OF 1HE WT SHALL BE TACNED. _ ~~'~I~ ' I 5. 7FiE SAYE ~FP1H OF PAVE4ENT YAiEPoAL %MIq1 E%I515 SHAl1 BE R~NSTALLED, BUT IN NO CASE SHpLL 1HE ~~~~p . y~~li ,
- I{~' ~F-~:'- , . r> - - , ~ ~ T 7HAN 2 1H CN. ~ ASPfiAL BE LE55 4 6. 1HE ASPHALT PAYfIlENT MhTEPoAL SHALL 8E INS7AllED MID CONPACTEU 1HOROUGHLY TO ACHIEVE A SMOOiH z-r ~e~s n~ r vr r`'.. A y~pE ,
v. I' ~ I , ~ ~ ~ NOTES 3, 30 vALLEY TYPE GUTTER ~ ~ I LErFl PATCH. tm+c oN a.r L~ RNI Fl.EV~TIDI ~ . . 4[9C -16' HEIIIV - ~ ~ i@ 6 Ct ~
ta~~~ < , _ . i , I .o oa i~•', , ~ k6 PFSIStAHI IIFA*S T',o' aR l2. - ; ~ ~ ~ n s u,r l uu.a~. ~ co~wi ~ ~
1. 10' MAXI~AUM 6E7N£EN CONSTRUCTION JOINTS ~ L-J I ~~I - I 15' MAX(MUM BEPh£EN CONSTRUCTION J91NiS ~ ~ ~ - • - ~ - - ~ ~ ~ wui*vn, ~ -x res~srwl . :~,Ea iz ocEV ~aiwu~ . . , . WBBFJD I ~ P ^ ~-~-i . ~ I I , a ~ ? r~} ~ 3:P: r=~ N~AStII
_w ON MACHfNE POURS =-6' soer~x (s. s~) ~ _ " ~ . , _ - ; F1EVPT1@I SECT1@! A-A 3 ;W.'3~
i ~ unurcsrmc 2. 1/2' EXPANSION J(NNi EVERY 90'. o h~~~ ~ SECTIINJ A-A SECT~1 B-B I ~ B r o.oe ~ux.) , i 3. 3000 PSI CONCRETE MINIMUM, 4' SLJMP MAXiNUM. ~'E "~y _ ~B SECTIDN C-C s~zx ~ ~ - ~ cccr e -
W6 o.~NaRU) ~ ~~'1 sm. T-e• a~e , 9~~° a c~a sxowx 4. UQUID MEMBRANE CURING COMPOUNO SHALL MEF7 GTY OF RA1EfGH CITY OF ~ enoie rnc s,mr~.<c - CITY OF RN.EIGH pTY RAlEfGH T - - GYTY OF RAtflCH
~5 ~~~x aT 1HE REQUiREMENTS Of SECTIOh' 1026-2 OF NCDDT ~N~AL ENqNEEitlNG OEPARnuENT NOlES: ~'n+~- I ~ g..g ~~~~P S7ANDAR05 ~ SPECIFlCATIONS FOR ROA~S ANO REN S onr~ ~n/ao ceAVe+sr: 1. IN ADDfTION TO T}{E ABOVE CURB ~y~ oph mam,u tran~menrc om,wnrErrT camu ~c ecv,wnQ+r _ cFr~mni. ~c~r~iNC o~anRn~~ar 6 ~$~Qjd$ OAiE, 7~7/00 CHaxH Br JID ~ IIENSyONS DA7E~ 7I~I`7~ fAliN 3". /A 4 a~.: - ~ R~$~~$ OP7E 7 3 ORAwN Be ,Iig ~
~I 3. ~ Y~~ STRUCTURES. - CURB ~ SEC~ION TRANSITION, THE GUTfER SLOPE CUI CURB TRANSITION ASPHALT 5' O.M.
e AND TRANSITION SHALL CONFORM TO NOTE 1 ytiti• ~''K i~ - mP o~ wrm 5. ALt CONSTRUCTION JqNTS SHALL BE FILLfO I OF STD. 30.01 ~x ~ W 1 7 N J O l N 7 F I l. t E R A N D S E A L E R I N A C C O R D A N C E GUTTERS i 2. T R A N S I T I O N N O T T O B E L O C A T E O VALI.E` TO 2'-6" PAVEEI,IIETIT ~ 30~~ CATCH V A L L E Y/ R O L L E D G U T i E R i P A T C H - B A S I N
~~.~ty~~, ' j 'MTN NCDOi ROADWAY 57ANDARD DE7AIL 846.01. g~+ pp,~ WVTHIN iHE CURB RADfUS. g~p ~ STD 1 'L021 91~ ~ 20AI - DRnVING NQT To SCALE - 87D.! 80.01 ~ I
a,9~4~ wraF aa~ ior ~p , ' ro o~ m (~nq ~ ~ ~ ~i ~
A B NOIE ~ PORtIOX OF OIE OR ~RI pp~llgpl eplf I ( NYPS WY FXiQ10 OUISDE ~ - ~ I ii
7fE RElllk~. i
~EMldK ISOMETRIC 41EW - - i
E%PANSION dDINi ~ W +9 F~EF NDIFS ' . „
' 0.0' R' S8' S.'' 2 11 t 17 SEE RISE! A d~. 7a5' oc e::; ee nrvo ~ i ` CITY SiANDARD~ i 5'-3' _ . ~
e .o a ~ owumaHdwM~ - `IG 30.13 OR 2~;;; ~ ~
5 3.0 &B 4.4 " Z.15~ OC I SIOQ4NK . r~ pAN i ~.o e s~v ~ssr~wr ^ ~ i / ~ „ ~ ~'~;'-~J ' _ ~ ' Z - - a 0 ~
~ 5 6.0 70 9 3.1 I N lE41HW I ~ ~y 2~NLL NEIfi1f ~ ' SIDE ELEVATION (!l g - >
8_ K Tp / CURB ~l~l I/2' PlA$iER--~_...--~_~, r- 8=~IANCC F~M F~Nf E~ OF 50EW~J( rtnMK RMMT ~+u p~yp$ . iH5 PCNIGM OF HINF W - I i ~
TO HeGK P~N[ 4F 111 (B.33x~ SDPE ~ F,~ ~ ~ ' • aaa~ a~ s~otwKx mtov n~w~o ra+ eu. ~ ~ ~x - _ ;~~~r.~e ~ ~ ' , ' ~ ~ , , - ~
sioE~w,uic oKOa xEau~n Foa voerwc SEE NOIE 1 (s¢ wtc io) s~ ruEr n u _ A st.o2~s o.aa. ,wo ~ i 'xo~ I I• ~ e u w ~ ~ s~a~ . , ~ i I . i ~A A . , ~ I 3f4' NOLES FOR . ' I ~I I ~ ~ ~ FIaN?LES ~ 1 ~ ~I ~i ~ ~ , - ~
~ e~ w~xn~~, ovice a n~v, ~ ^ S , I'. i~~ ~ _ .2' N!YIXUM ~JP i0 6",-- \ 4 .'R6~ FpP p~ JRA. ~ ~ ~ ~ ~ . ~'I ~ -SEE DETAIL- ~ ~ , ~ . . ~ ~ ~ I " ~ ' ~ ~ ~
. e ~~F--L-' ~ ~ 11 ~ U i.t ~ J Q , , •}~i I I ~ ' ~ ~ ~ CD i ;I I ~
~N ~ ~ a , ' ~V ; I ~ i ~ i I ~ . ~ y _ ~ I I ! L~ a . ~ W s Ft . t ~ ~
' ` . a PLAN ~F C~VER B J ~ i, , ~ J~ ~ : z~,~~ ~ ~ 6• i ~ ~ ~ ~~i" ~ W ~ 0
~ sa~a asi coNCa~rE < . j o . , a STANDARD WHEELCHAIR RAMP ~ ~ y~ r----~ I ~~a~ ~ I ~ i~ ~~z- ' z 0 N~-- , i I- ~n i ~I _ I
i _ . , " --3=0• ~ eV T ~ ~1 ~ ~ . y,y, I ' ~ 3. m ~ 3` ~ I I ~ ~ 1 ~ T' _ C~ ~ ~ _ i ~ ~ ~ ~ a • ~I ' I - Q ~.Cl
~ 2~-4 ~ ~ 2'4 ~~Z r ~ a ` ~ I l 2 3 _.e. ~ I, I~I I iva~ ~ ~ --f ~ ~M 5,_3. - _ Q W
SECTION A-A i - W I- I J ~n ~ ~
N~TE9 ll FOR 24' RCP B LAR(FR USE ~7~ ~ 21 V4' --i I - Ll m / . I ~ - V'
~ ' PIPE DIAMETER PLUS 12' FOR ~ L~d ~ I ' MMINUM INS]UE DIXENSmY, y.~ ~ 3' ~ 6- ~I s- 7~~z• ~ I e~,z• ~ Q W~ ~ i ti~l F.~ ~ ~ z._;, SECTION B-B (n U~~
2> Zq' X 2A' CASTING VITH 12', ~ 5'~ PUBLIC ' ' SELTION ~ is --I ~ W Q SELTION B-B I --1 ~ (x
Sewet Capectbn/EztEn7ion SyStem ' 15' 6 18' PIPE. 24' % 36' _ CASTING USED VITH 24' PIPE TOP VIEV ~ i ~ ~ ~
The City of RalelgA conaeota to the connecUan ond exlendon of the Cit~s pudk eewx system oe aho~ m UTILITY INSTALLATIONS AND OTHER PUBUC ~ i ! I ~ i1R LARGER IF PLACED VITHIN i I this plan. The matarld and canehuctbns methods used for Mis proJect shdl canfam to the Gtys Pubfie FACILITIES, INCLUDING SIDEWALKS AND HANDICAP j f;;', ~ Pueuc Riu usrtNC HusT aE i .~i U t A i G e e H a n~ o o k a' a t a n d a r d a m d ~ e c i ~ i c a t i m a: RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ I~ i j' ~ , T R a t' F I C B e a R l r w tt P E ~ a I I i i, ' W N - ! ; „e ~ ~uu ~ - I i ~ 3~s eou~m , -I's ~ ~~~~Illll fIU J{~ l~ ~ r~ ii ~ ~ 5,6. ~,8~ ~ V
, NCDQf STPNDARDS~ i 7:~+• i I C~Fy ot poletgh AS SPECIFIED BY CITY CODE. THESE FACILI7IES I; i„~ 3 3i~' ~I I I ~ ~ _~~i2I Ol` ~ ~ Y- ~ , ~ ve• c , I~ ~ ~ I
PuWk Ut~das Dapwlmad Pamk [ HAVE BEEN APPROVED BY 1HE CiTY OF RA EI H ~ j ~ I ~ us~ n• x+• x e~ u~ 4• z e• z - L G l6' SOLID COJCRETE BLOCK, CAST %z' S AND SHAtL BE SO INSTALLED UNLESS A CHANGE I J ~ ~ 3/4 ~ - - • ~ ~ . : ~ S~ ' ~ z sa ~,~z• ~ _ ~ ~ DRAWN , _ _ T -
Conehuclion J1pD~ J ~ . . IN PLACE OR Pf~GST CONCRETE TQ ~~;~e•-'ai IS AUIHOR{ZED BE YA21T1EN APPROVAL PUBtIC ` MEEi N.CDfl.T. ST~NDpRDS _ - - - ~ I ~ e -~Etic ~ . Q D -~~I 3l9' 1 V2' , , ~ II . I ~ - -
~~e SANITARY SEMfR EASEMENTS ARE TO BE RECORDED j~ accEPTne~. PRIOR TO FINAL ACCEPTANCE. ~ I~'~ ~~-j~'~~ ?E7AIL ~F ~ ~ ?ETAIL OF HANDLE i -i a vz~ ~---~,r t- I _ . CHECKED
PUBLIC SIGNAIURE ~ 4~ Foe s~v a~au~NEnr, s~E tiarE Ybtar Disiributlm/Eztenelai S~atwn ~ 2 ON STpNOAR? tdl. 30.01 . SECTIDN A-A i ' ~~V< ' ~ s ' GMM SIDE ELEVATION i ~ ~ ~ '
' i: ;l The City of Robigh consents to the connectlon and e~tenslon of Ne Gtya pudk rnter syetem ae aho~n m - , I !'!~r !~~,~'r ~ , G~ fl APPROVED li;r j STAN?ARD 24' X 24' DR~P INLET CAS7ING ~i~
this dlan. The mataid and tmstrucfkns meMOda uaed tar thia project iidl cantam to the Giya PuEk CHIEF ENGINEER I ' ~ i+l j- utA~ties Nmebodce' stmdo°ds and epecmcotwns - - I CITY OF RALFJGH I - - - ' CEN7RAL ENC7NEY7~'AG OEPARIMENT ,r ~t cirr oF Rn~cH ~ c~n a~ R,u~~crf ~~~~4 j G M M I; ~r Cf 7f7A G OEPAl7T1ffNT CENiRAL ENpNEfR1NG dE'PARhAENT dlJ~ ~ i~~!
C~ty ot Rate~~ PUBLIC UTILITIES - - I Publk Utilitba Departmmt Pamit d E41Sl6NS oa~- ~/e a:RU, sr ,~re ~ /I 9~ i;3, N~~nr~r~ur+ ~ 1~~~1iH~161N ~ START DA7E REVI570NS narc~ ~verNSr are I REN5 S oa~r ~/a{aa oanvMen ,ng ~~^~~~~I~~I~~~~'1~
STANDARD I ~ ( g~„~„~{b„ ,~a~ TRAFFlC ENGINEER pR~, ~ i ~ ( CATCH ~ DROP ~ ~ I ~ JOB CODE
i ~~-1 ~1 r 8cm~acc I encnn~r.
D0te CONSERVAPON ENGNEER n" END ELE END EL-EVATIDN I -
- I1RflWlNll'i NOT TO SCALE - SID•+ mDS i - DRAYING NOT TO SCA1.E - go-f 3011 ' - DRAVING NUT TO SCALE - sm ; Ivuil
I i DRAWING
- I No.
I
D 2

~
J ~
~ X ~ U ~ ~ ~
~ O " ~ ~
~ C ~ ~ ~
~ ~ ~ ~ ~ N CO
- - - ~ 0 - ~ ~N CO ~ a = N ~ CO
~ er~ (rm.} YP.} y, ~ ~ U-o T I~ I~ a ~ c v z N 00
8' MA%. YARIA9LE AS D4CECtED BY 7HE ENGINEER ~RTM , j T O P E L E V A T i d N O F S T O R M W T E R ~ p ~ ~ I 0.5'-1' ~ J ~
s 0~ I wASNEO < ~ r~ ~ ~ 1 MAX. Q _ 0~
D O~ • ~ STONE ~1 A ~ ~ N pl u
AYN. t2-t/2 G0. INTERMFAMTE SIGN~ OF SPI LW ~YS ~ ~ ~N ° ~ DE L A o~ ~ ~ I ~ EXISi1NG SLOPE ~ ~
AMN. 50 GA. 1NRE$ UNE A~ES DRAINAGE AREA WEIR LENGTH ~
SI FEN F iM TO 0 (ACRES} (FT) CLASS t R!P-RAP FILTER FABRIC ~ 4•4 VARIES ~
i 2 6.0 3 8.0 W
GRA11E ~ ~ I II I II I I I I II-II I II I i I I I-II II II I, I I I II-II I I I, Ih ~ p(tRA POST IN A~DOtE 1 ~ ~ ~ ~ 4 10.0 ~ - ~
- - - 'HOG YARE ATTACHm OF OPENNC ~ TO POSiS N11H LENGTHS I 5 12.0 U ~ ~ SIDE VIEW f , i D1~tENSiONS SH4WN ARE MiNIMUM i ~
I ~ HORIZON7P1 MEiAL POST seun~Enr r~r I EXISTING SLOPES '
I F~ III 'MRED SECI%tELY TO VERIICAL I ~ fl POSTS ~ I N4IE~ i
I HEiGkT & WIDTH DETER~1lNED BY EXISTiNG TOPOGRAPHY AND
- FRONT VIEW ' BAFFLE INSTALLATION - STEP 1 ~ R~ RAP ~ SEDIMENi STORAGE REQWRED. VARIES
STEEL P6ST NO7FS: KEY R!P RAP ~NTO THE DAM
'tqVEN VMiE FABRIC ppryE SIEa FEI7~ pQg7 AT LEAST 18" IMO FA~tIC CUT AND FIXAED FOR STABILIZATION. FABRIC FOIDED ~ 0~£R HORIZONTAL
S1L7 FEMCE G£O1EX11LE FABRtC ~~~D OVER 1HE HORIZONTAL FENCE POST Posi II 6°'1 ~
N47Et 2. MOOD POS15 ARE NOT ACCEPIABLE I N
-I~ 5LT FENCE ONLY VMEN DRAINAGE AREA o o ' uo~s t+ot ~xc~m i/o ~ uan w~ iw ~ ~ Fl~i s. us~ srnP~s i~ MART TO ATfAqi FABRIC PERSPECTIVE VIEW 6F CQ4 FLOW m • FOR I~PAIR OF SiIT I TO °HOG WqiE" PECTIVE VIEW HOPoZONTALPOST ! W Q wEIR xEV~~ RiP Rna FENGE At~ fABPoC I < ~~~~o a~~a 9URIE0IN iREt1CH ; ; > ~o.: _ o . a:....
~~A~ N Z FENCE FAILURES USE -END OF SiLT FENI~ NEEDS TO BE IURNEO UPHIU.. ~ No. 5T WA91ED STaJE 4. BAFfIE SPACEO AS PER APPROYEU PLAN. Tpp ~ gpFFlE SHpnp gE g~ i0UL0 BE 8" :
~ fOR ANCHOR IV}EN SIIT HIGHER THAN THE BOTTOM OF fEN~ I6~ 7EC797G I . THE SPULWAY eotraaa~ I 7 WASHED STONE ~ i ~
BOTfOMI OF BAFRE I p B° MIN. COVER II TRENCH AND 1RENCl1 6°K6' 1RENCH~ ~ BAq(FlLLED AID FRONT VIEW
I 04ER SKIRT FlLLED YA7H ~IL AND REVISfONS " ' c~AC~° COMPACIED
DATE DESGRIPTION 'wC~at S~RT AS ~ REVISIONS DIREC7ED BY ENq1~ER REVISIONS ! fXiSilNg StQp
i DATE DESCRIPTION SECTION AT OPENING oa~ DESCRIPTION E ~o~es Noh woma~ ~,.o. STEP SEQUENCE U)
SIDE VIEW I BAFFLE INSTALLATION - STEP 2 ~ a/~s eoo sa~uwar a+nRT c,?~a ~ ~
- - (yl -
~ ' ~ ~ ~ Q
STANDARD TEMPORARY SILT FENCE 1 ! GRAVEL 8c RIP RAP FILTER BASIN ~ ~ _ ~ ~ BA N 3B CNECK DAM 6 SI
- ~ - ' w
p1ERGQlCY SPiLLWAY C~dStRt1C1ED O+iER - C!~ N~ I
DlMENSIONS ELEU ~ `~01ND ~~0~° 3 ~U
EMERGENCY SPILLWAY I ~ roo~s:- ~ z ~ 50~ MIN. W ~
, SEqMENT TRAP 'I TOP QF DAM WIDTH I pJSS 1 R~ RAP(SEE SECtION 1HRU AASM~! BELO i. P T ILT FEN P U S CE OR TREE ROTECTION FENCE UP BUT SUFFlCIENT TO KEEP N i, SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. LL
- P COLLAR ANTI SEE i F~ pw ~ , _
RIP RAP DISSIPATOR PAD ~ I WSSA'ATOR PAD i ~I 2, IF CONSTRUC110N ON THE SITES ARE SUCH THAT ~ , iNE MUD IS NOT REMOVED BY THE VEHICIE TRAVEL- W z -
ANTI-FLOATATION DEVICE ' Rro Rr~ ' INYERT ~ TOP OF RISER i , i P Ru'H~uw"LL I 2"-3" STONE TO BE USED 25' OR WIDTH QF ~NG OVER THE STONE, iHEN THE TIRES OF THE r~ W VEHICLES MUST BE WASHED BEFORE ENTERWG THE W
~ . . _ . M \ _ OUTLET PIPE INVERT 1N \ ~ ~ ' EXISTING GE STONE OR RAILROAD . v J`-' J ROA WAY ~SUR T PROPOSED STREET, pUBUC ROAD. D BALLAS ) WHICHEVER IS Q~ Q
OUTLET PIPE INVERT OUT , ~ ~~ii~ GREATER. 3. IF A PROJECT CONTINUES T~ PULL ~IUD AND DEBRIS ~
~ ` ~lllllll1111i111!!!'' w srarie. r i SEdIMENT STORAGE AREA ' ; ~D''~'rsr aun~ a~v~ ac~c~ u~,-- G% Z > N TO TH A -/5 w srade. nna~ z a rnc~ Wm. 0 E PUBCtC RO D, THE GOVERNING AUTNORITY W WILL CIEAN THE AREA AND INVOICE THE FlNANCIALLY ~ z
RESPONSIBLE PERSON AS INDICAtED ON TNE FlNANGAL ~ FcESPONSIBIUTY FORM. ~

~n~ ou~ L~ v 1
I I PLAN ~ Q
AN V! W PERSPECTIVE VIEW cur ms~-v~ow~~o PL E ! ~ ~ ~
NO SCALE WATER lE1fl W1hYNC STOPoI 1RASN RAG( i~ MML tFFEB0A5D TOP OF DA11 ; I I W
, ~ DIERGENCY SPILLWAY ELEV. W
SmYENT STfXiA(E ? ~ . ' NEw coros~ucno~ I i 35` MIN. 15' MIN. t~;. DOSTING ROADWAY
?,,oF YWWW FOIEAQE 2 1/2 : 1 AREAS TO BE DISNRBED SEDIMENT STORAGE PIPf INVERT N4 puyQ (CUT, FlLL, ETC.) ~ppp yq~p,~ ZONE PoP R,1P FEADIIALL ~w~ GRAVEL k PoP RhP FkSER BQA1 B/SM FlETAIL IS DESIGNED TO PROtEGT FJOSIING PPE W1ER15 ~ ~
~~0 '~?p,~ MMN 8ACK57.OPE 3 : I ~ . ~ . . . . ~ I ~ i ~ ° . ~ I NANRAL THAF ORM! 10 AfXiES OR IESS ' ~ runrau 12" MIN.
EARTH DAY I ~ .5 3~ 6" MIN. j
`~ou y ~.s -~ow PAINTED RED IXEANOUT YARK LOCAIED NNfWAY UP PoSER PIPE ~ CLASS 1 RP_iUP FlL1ER FABRIC i i ~ .
OISSPATqt PAD DWENSONS ARE MININUII ACf,FP1ABlE ~i7 WASHED STONE ~wn-~o~T~na ~a RP wP I .i ~ ~ ~ FABRIC UNDER STONE
ur+~ss on+~ws~ a~nx. s~oe~r+r ~rn~(c~ri air aaN~ ~wn-s~a coww rroho.
REVISIONS REVISIONS ~ REmsio~s ~ CROSS SECTION
~n~ DESCRIPTION _oA~ oESCRianoN SECTION THRU BASIN FILTER ANO CULVERT PIPE _ CROSS SECTION T PIPE DATE DESCPoPTION I , ~
NO SCALE ~
- ~ _ ~1 ' I ~
EXISTIM1IG PIPE INVERTS , ~ ) STANDARD RISER-BARREL SEDIMENT BASIN 2 I ' ~ 4 CONSTRUCTION ENTRANCE 7 ~
~ GRAVE~ 8c ~IP RAP HORSESHOE INLET . INLET BASIN ~ ~ - - - ~
- ~
~ - , ;
I S FT CONCRETE BLOCK CATCH BASIN
~11N No. 57 wASHm s1oNE Fu1ER I ~ / a 1.5 FT ~ ~ / Y rn 2' wN I
, ~ ~ C01PA~CIED
~ 1800 CU FT/ACRE o°~ ~ ~ / .~~,r~. =r~u~~ ~ ~ a o~ ~ 5 FT V ~ ~ ~ ~ ~ x ~
RNNA AREAS `G• r MAX ~ , s~NT ; 1. USE FOR D GE o d, ~ ~ ' / ssawc~ n £ sr~EP c~F o~ ~r~~ s~o~e
NOT EXCEEDIN6 5(FH~f) ACRES. o o ~ ~ za[ yQg;. i ~ ~ ~ ~ , t. AT END OF PROJfCT, CATCH BASiN CAN
I 2. EARTH BERM SHALL BE STABILI2ED w/ SEEDINC o i ACCORDING TO TRIANGLE SPEpF1CATI0NS. FlLTER ~ - BE RAISED AS NEEDED PWGGAlC d~EN cax~ o~ e~oc~c wn+ ~ia~. I 2:1 SLOPE (~IAX)
~ CROSS SECTION FaeRic 2, RISER CAN BE 81NLT AS A STANDAHO
3. USE CLEAN COMPACTOR FlLL ?IAIERIAL FOR EARTH BERM. ~ ~ r CATCH BASIN/JUNC110N B01( (M1N MEEP ~I NOLES) M RECflNNG WALL AND BE
OVERFILL 6" \ / U1ILIZED AS SUCH WNEN PROJECT IS STABLE i - STABIl12E DI~ER~ON DITCN i, a. ~F o~w~c~ o~ ~ ~a~ CROSS SECTION ~TM ~P~RY SEEDING a~w ~xosoN ca+ma i
8ET~Tl~ED , FOR SETILEAIENT qILVERT ~ ~ G~uv~izEU tv,RDwnRE TOP ~ - - \ aon+ w/ ~/s^ aau MIN ~ / ma TM~s smucN~ r~~os To e~ r~r~+c iREA1FD /S A PoSfR SIRUCNRE MO ~ ! ~
_ _ _ - i ALL RELAIED II&'ORAIA710N tffmS TO , I O 8E SuPPLIED. (iRASH RacK~ EtEVAnars.
_ o ,,^-_~'11-1I1-III~ IIII~ ~I~cl~~= ~ ~ I- _ _~~II=I~I_II1=' -ni_ii ni ni n-~~~= i ° AND AN71-FIAATABIE) i (n i ~ W
r.s Fr- _ ~cp°a ~o ~ Mia CTI VI W ~ i~~_~~__ ~ ~ 2.t ~ , PERSPE VE E i~~t~~_ ~
5 FT '~=fl~~ ~ °dg° a ° -i~' ~SLUPE MAX ~ ~I ~ MAX FILL ~'=1~I=~~- o~~c,~ooo rx3~ ~
, -III~II ~ ao~ o ~i , ~ I i ~ ~.°a o~ ~ I cuv,v~z~o NaROwa~ aon+ i/Y x ~/Y c ' P ITI RA 1.07> MAX. ~ x¢ aon+ i~ x ~ Y c~a -''i= ~ I UPSLOPE TOE OS VE G DE Z / ~1~1~= ~ ~ ~
FILTER ~ I °~~C~ i: i SIDE SLOPE i SFDIMFNT STOpAGE 20NE Z~ FA9RIC ~a~oo MAX NATURAL (TOTiu 9~N C~a~qTYj i" ~ ' ; / ~ , ~
, ~~R 3 fT GRWND ~ °w ii ~ Q , ID P S E SLO ES U ii ~ (f~ \ ~
~iIN i ~.o' - - .~'1 - - - ~ ,A ~ ~ ' ~ \ ~ ~ , 2 : 1 (MAX.) , ~ W ~ ~ . ~ ~ ~ - Cp ~
FLOw . ~ 1.5 ROW ~ow cu~~er , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ a~r~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ . ~ ~ O
MAINTENANCE s'~" DRhIN P~E ~ ~ ~ _ ~ ~ ~ ~ N ~ _ - ~ ` ~ O m ~m , ~ ` ~ Q CO I
~ 1.5~ kr_ m PISPECT 1EYPORNtt SEqNENT 1RAPS AFtER [ICX PElUOD OF SIGNIFIGWT RIdNFAtL REM04E SED~ENT NO RESTOAE 1MP TO ITS ORIpNAI ~ ~ D~ENN9011S MEN lfff SE~NENT HAS ACCU41R/t!D TO qE-NP1F iHE OESI(N ~PTH OF ilE 1RM. RAtf liE g'D~pR 1NAT IS REMOYED~ IN CONCREIE FOO7WG PN1 I U iE FOO7WG PAD I L~ z I.n
A DE9p1A1ED OISPOSAL AREA At~ A£H.ACE 11E OONfMNA7ED PPRT OF iHE GRAVEI. FACRlC. . 5LT FENCE BAFFlES (T1P.) No. 57 W0.SHE0 ST01~ Fll1FR LM AC,AlM , STEEP CUT OR fILL SLQPE W-~ ~ STONE Fll1FR LA6 AC,ANST H/JiDMARE CLOTH (7 : 1 NAII SIOPE) , J<C
RENSIONS CHEpt nE snaJCNRE FOR Dnti1AC{ ~rtOM FAO9oM oR wPwG PERIOpCN.LY CHEpt 1HE DEPiH ~ TI# ~q1NAY TO ENSUIE IT IS A MIMMUM REVISIONS 4'~~ M OEM CIEAN WT PdNT (t/2 DEPTH SEDINRIT STORAGE ZON REVfSIONS ~ Z i smwaT s~aw~c~ za+E) DA7E DESCRIPilON
OATE DESCRIP110N ~~.s ~r eaa ~ ~ow aaNr o~ n~e EIBM~OEML WIEpIAIELY FlLL ANY SETRENQlT OF 1HE El~YYOpi( TO SU(~IllY ABO1E OESIC;N c~. iwr ao e,w asatac~n ~ n[ ~Y iusr ~ a~vucm i?wEaamr. DATE DESCRiPTION . STABIBE 1![ ElbNMCYENT AND ALL DIS11~D M[AS IBOVE 7HE SEOYQ7T POOI M'D DONNS7REAM FRON TE aUP IMEDIATELY AFTER ~ ~ _ ~ - ; PLAN VlEW ~ Q w
ca~s~ ~ra+ . D TION VI W ~~c SEC E W ~ ~ ~ ~ U ~
- o Q ~ , , F ~ ~ ~
GRAVEL & RIP RAP BASIN OUTLET T R 3A CATCH BASIN RISER F!L E ~ DIVERSION DITCH I 9 Z ° LTER 5 W N
- ' ' ~
DRAWN
DD
Pueuc HECKED
s~a c~,~~~ s,.c~ u nurr llx of RofMqh tmaenk to ~he oonnalbn and eMensim ot Me CIt~~ pudic se~ra ~ystem oa ahmm on FAqLITII U1ILITY INSTALLATIONS AND OTNER PUBLIC I ~ GMlVI FAqLITIES, INCLUDING SIDEWALKS AND HAND4CAP
tMa 7Te matuW mE coneWctima meNode ueed }or tMa pro}ct d~dl coniam to Ne Cn~/o PuWlc RAMPS i Non~OaFa' ~laidorde md qx~Acatione AS SPE~ RAMPS ARE TD BE CONSTRUCTED ON ALL STREETS 1°~r~~~u~~~ APPROVED AS SPECIFIEO BY CITY CODE. iHESE FACILI~IES ~
aiy of earo~~, HAVE B ~ • G M M HAVE BEEN APPROVED BY iNE CITY OF RALEIGH AND SHALL BE SO INSTALLED IINLESS A CHANGE \ ~
PuWk utunke oeportr,w,t ramn / AND SH IS AUTF Canewctton Appro~d SANITAF , QR ~ ~ ~ START DATE IS AUTHORIZED BE WRITfEN APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~
Qate PRIOR 1 PRIOR TO FlNAL ACCEPTANCE. ' m SIGNAiURE. ` ; / ~OB CODE
PUBLIC CH~EF EI .
woter OISvwtwn/Eztamlar~ syakm CHIEF ENGINEER 9
The Gky of Rdoigh ccnamu M yr connectian ond extenaton of fhe CUya puNk .otv eyatan aa sawi m PUBLIC Wa plmt The molold oid ory6vetipu mathadi ueed far tMs proJect aIMI anfam to Me qt)(a DuNto uWities Hmmoots' staWarde ob epacffkWiwix TRAffIC PUBLIC Ui1LlTIES DRQUCIING
Gty of Rdeiyi TRAffIC ENGINEER No.
PuNkUtiiliw Oepartment PmnR+ CONSER CwaWctbn Approwl CONSERYATIOiV ENGINEER
Date
D-3

C~
J ~
~ X ~ ~ ~
~ ~ ~ ~ 0 ~
I ~ L ~ ~'i U~ N ~L ~
~ ~ C ~ ~ N ~4
~ 0 - ~ N CO ~ Q- =N ~ I - I co
UPSTREAM END OF - 2EAM END OF I U-D
STORM DRAIN N DRAIN Q c-o z N°~ OVERFLflW ~ o c ~ ^
J ~i ~ i. ~ ~ ~
W ~ , i o I i PI ~ ~ Q7 c- rn 0 1/3 PE ~ ~ u~ ~
I ~ 2~3 W TYPfCAL RlP RAP CHANNEL p ~ o a DIAMETER ~ D o ~ ,L ~
i o0 I ~ ~ i STANRARD METAI POSTS 2'-4° IN GROl1ND i ~ q~ D~ D I ~ ~ ~
. ~ ~ . ~l~ d - ~ -r' ~ _ ~ w ~ __'1 c
I ,o~ ~ ~ ~ GALVINIZED ~ c
18~ - 4" to 12" , , 7- ~ ~ • BURY BOTTOM ~ 6n , ir T~ Il~il~(C-li - - - - - ° HARDWARD WIRE ~ ~ EXTENDSTO ~
- FILTER FABRIC OR OF PLYWOOD i~~ i i= - ~ I~- TOP OF BOX U ~ ~ ~-i I ~=1 I 1=1 I 1=iTi=iTi=i i i ~ i i-' i i~I I I- ~ ~
GRAVEL BEDDiNG FIITER FABRIC OR ~ I GRAUEL BEDDING
PARABOLIC-SHAPED WATERWAY WITN STONE CENTER DRAIN TRAPEZOIDAL ~ NOTE: ALL PARTIALLY COMPLETED STORM DRAINS 3/a" EXTERIOR - 3~4" EXTERIOR ~
SHALL BE PROTECTED AT THE END OF PLYWOOD (SHAPED BY BULLDOZER} PLYWOOD ~ I ~~~o ~I _ ~o 0
~ EACH DAY IN ACCORDANCE N1TH THESE NOTE: , ~ErAi~s. sr~E~ FENCE PLYW04(~ INLET PROTECTV~Of PROTECTVON ~ ~ ~ ° ° o - I - o0
TO BE USED WHERE EXCESSIVE STORMWATER ~ ~ POST (TYP.) !o g ~ ~
VELOCITIES PROHIBIT VEGETATIVE ~ININGS. I ; UPSTREAM END OF ~ ~ o ~ ~ 8 ~ ~D OF OVERFLOW o~po~ on ~
STORM DRAIN SIZE OF STONE MUST BE DETER~IINED BY I J , o~o ~
w APPROPRIATE DESIGN PROCEDURE. I ii i~ i' i !i ii ii I ~ ~
~ DIMENSIONS FOR d& W VARIES ACCORDING I ° ° ~ ~e ~ ~ o ~ ~ p 1 3 PIPE I ~ 0~ / , ~,G ~ ~o-~
I ~ I _ d ~ TO DESIGN. ii p 4" to 12" ~ ~ ° _ II II ii p ~ ~ p o DIAMETER ~ o ~ o~
18p RIP RAP DEPTH AS PER DESIGN OR REfER TO ! oo°oS o o~oo °o~° d ~(J' ~p~ ~ ~ ~ ~ ° ~ D I t~ ~ °`b o C'~ d ~ ~a -
6~ TABLE. ~I °e FILTER FABRfC OR i ~ a o0 0 Co . . D . ~ ° ~ . ~ ~ ° l o ~
a ~ GRAVEL BEDDING ' WASHEQ STQNE FILTER o p .o ~F~~-aco~b '0 ° ~~iC~o~ - ° eo - p p ~ n ~ ~
TABLE ACROSS PfPE INLET , I J--~-~--~~
V-SHAPED WATERWAY WITH STONE CENTER DRAfN STONE CLASSIFICATiON RIP RAP QEPTH ° -~ii-iii-iii-~ii-iii- -I I 1=I I I=1 I I- I I l=1 I 1=1 I 1= I I 1=1 I 1=I I I I _ ~~-I I 1=1 I I-I I ~ I-1 I -I I I- i I I_I I I=I I I= i 57 WASHED STONE PLACED TO A ~ ~
~_I I I-I i I_~ ~ I-~ ~ (SHAPED 8Y MOTOR GRADER) A g" , ~ ~ ~ ~ ~ ~ ~ ~ ~
B 18° ' lJ ll IJ ~ HEIGHT OF 12"-18" MIN. ABOVE ~ ~ ;E CLOTN I , TOP OF BOX ( -
REVISIONS CLASS 1 24 j ' REVISIONS HARDWARE CLOTN DATE DESCRIPT~ON CLASS 2 24"-36~~ I DA~ RCSED IPTION REVISIONS ~ Q DRTE DESCRIFTION
~ ~
STONE FILTER INLET PROTECTION ~ ;OTECTION LL1 N
_ - . ~ ~ 0
~ I i IP RAP N ! PfPE IN~ET PROTECTION~ PLYUVOOa AN ~ T
R L I E D C H A(~ N E L S 1 ~ D S 0 , I qND ST~N~ R AT~H ASIN ~l ~ 12 STANDA D~ B YARD I LET PR~TECTia~J ~ 4 ~ ~ W z
0
_
~ ~ ~
, , z- W w
~ OJ (.n
- ~Q Q _ ~
W=
DEWATERlNG z CQNCRETE BLOCK 7 r ~
1/2 DIAMETER OF PIPE COARSE AGGRE6ATE EARTH fILL COVERED BY CQNCRE OR 12" WHICHEVER IS 6 DEEP LARGE ANGULAR ROCK i N~ ES ~ O
GREATER ~ _ r 1. TEMPORARY SILT DITCH TO BE USED WHERE TOE ~F FILL SLOPES EXCEEDS 3 FEET IN VERTICAL HEIGHT ~
,r ' o 0 000~~~ mo ~ ~ ' I FILTER FABRIC U' ~ ' ' - ° ~ ~ ~ ~ ~ ~ mo i I AND AL~NG STREAMS T~ INTERCEPT FL~W AND/OR DIVERT TO A C~NTROLLED OUTLET~ ~ ~
- ~ ~ A " , ~ ~`~b'° ¦ ¦ -o - ~ ~ ~ ~ - o~ a ~ ~ ~ B a°¦ Q- 2. SILT SHALI BE REM~VED WHEN SILT DITCH IS ONE-HALF FU~L, ~
t"~`' 0 0^~- --j ~ ~ 01 ¦ ¦ ~ ~ 0 ~ I- ~ o - - - _ Z _ ~ ¦ ¦ ~ ; ¦ ~ ~ ! 3, DITCH SHALL BE REC~NSTRUCTED WHEN DAMAGED BY EQUIPMENT OR C~VERED BY FILL, W ¦
- I ~ - - - - ~ ~ ° n / ¦ - - - - - ¦ °p ~ ~ ~ W
~ - - - - ~ I ~ I ~ - J4 ~ ~ ~ ~ ~ ~ - I I ~ I_ ~ `0 II - I ~a ~ ~ ~ '~~i
~ (y'~ ~ ~ o 0 ~ - -I ~ ~I rn, I ~V I V" ~ ~ ~ o I
0 A A ITY I L °o~ ~ ~o ~ ~ o ! - i o i V I ~ ~ ~ ~
T 6 G E T H E R = B A N K F U L L F L O W I J ~ ~ ' o F~ow CONSTRUCTION SPE iFlCATIONS ~ ~ ~ o , FI WASTE MATERIAL-COMPACT, ,o ~ - SEED & MULCH AFTE
ELEVATION ~ , ~ EARTH FILL COVERED BY , ~ ° ° p S< CONSTRUCTI~N OF DITCH ~ ~I-O,o
~ LARGE ANGULAR ROCK ~ LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ~ ~ ON ITS SlDE tN THE BOTTOM ROW TO ALLOW POOL - ~~~~C~~oC°~ 0 °°~~~D@~~~ COARSE AGGREGATE DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED ~ ~ ~ ~ ~~~~~c~~ - I ~ i ~_F
~ AT LEAST 2 INCHES BELOW THE CREST OF THE STORM - ~ -
~ • ~ ~ ~ _ DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST y~~ ~ ~ - ~ ' - - c'~ - - - -
o o ~ ~ o~~ o~ c o~,- ~ THE EDGE OF TH T M RAIN f R R PP T ~ 0 0 0°o CQ m S °c °o o°"o ~o _ _ E S OR D 0 LATE AL SU OR , o c~ o ~ _ J V~ AND TO AVOID WA T WH N R. 2:1 SLOPE, GRAVI ~ - - I - - - - t ~j ~`P~ - I-'~ ~ - - - - - ~ ~ ~ ~-~I ~ i ~ ~ ~ ~ - R :1 ~ ( i-~ I ( ~ ~ ~ 2:1 SLOPE, GRAVEL FILIER , I- --I i I I i i-I ~_I ~-I I!-~ '~~-I I i-I I I-I I I-I i I-1 I I I I I I - _~~-I
"o ,~o~, ~ ~ o _ 00 ° ° o ~ ` - ' - IF NEEDEO GI ~OU S E OVERfLOW OCCU S o ' o` c o ~ o 00 ~ c _ ~ VE LATERAL SUPPORT TO SUBSEQUENT
~ ~ o ~ o o Oo o _ ROWS BY PLA o 0 0 - CING 2 X 4 VYOOD STUDS THROUGH ~ ` ~ G' n o ~ y - BL~CK QPENINC ~ ~ - _ - _ =li~=~l~ ~ ~-i I 1= =1 I
0 0 0 0 ~ ~ o a ~jc~ o~~ S. WIRE SCR : ~'o 0 0 ~ oVc = , - ~ p °o oo`a ~o a o ~ ~ o ~o ~ ° ~ o ° 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE ?E~dPORARY SEDIMENT NARE SCREEN , I-~-I I I-, ~ I
0 o 0 0 0 0 ~ WIRE MESH WITH 1 2-INCH OPENINGS OVER ALL POOL 0'o ' a o a O _ 0 0~~ O - C , ~ ~
~ n ~ ° ~ ~ ~ ~ o ~ ~ : = = ' ~ = ~ BIOCK OPENINGS TO HOLD GRAVEL IN PIACE. - - ~ o oa o O ~ _ ~ - = _ _ ~ o o QG ? - DEWATERING
~°O oo~o~o Qoo o~ 00 ° O, _ 3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN o~ ~o o " 0°0 ~~00 ~ oo Ga~ooa o0op ~~~~c~ ~ _ _ ~ CROSS SECTIONAL VIEW
~~0 ~ o o- ~ o' , J DIAMETER, PLACED 2 INCHES BELOW TNE TOP ~9 0 ~ ~ J ' O F T H E B L O C K O N A 2: 1 S L O P E a R F L A T T E R A N D M I N. a___ o ~s° ,
SMO OTH IT TO A RA . T WASH E D 2 M A X' ' o ~ .i N EVEN G DE DO #57 o°~ o 0 o-- 1
STONE IS RECOMMENDED. - ~ - =!1-i ; i ~ :
25' I ~4~, ~I~~=11 ~~~_-~~~=~~~-II~ . ~III-;~ , REVISIONS
RE+nsioNS u~ s~~"" 25 ~ ~ ~ i I ~ I; I I 1-11 I-1 I 1= i T ~ MINI~IUM RENSIONS ~ I-,' -i I I ~ I=I I~~ I I I ' DATE DESCRfP110N OP OF B TOP OF BANK DRTE , DESCRtPTION SEDIMENT ~~-I I I=-I i I= -~I; ~ I~~ e
~ ~~i=~~~ I~ i ~ DATE 6ESCRIPTtON ~~~=~~~~~"~;~4
PLAN --I
i
AM RY A P TM 11A K AN GRAV L R P T P L C 0 N~E R T 1 0 EC ~ ' T MP RARY T IT 13 E SIL D H C ROTECTION 1 5 ,
~
Z 0
I ~
W ~
0 ~
W
~ J ~
~ ~ N ~ ~ Q ~
Q m U I z `1'
W J ~
Q ~ ~ J f-- _
I~- ~ 0~
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, INCLUDING SIDEWALKS AND HANDICAP cn Q W PUBUC w C.) J d)
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS se»w ca~e~,~n~~ s~i~, O .,i Ctty af RtlelpA aMm1s to the connecUOn wW mRenaim of the qt~s p~lic sewer s~stem m ia,m an
AS SPECIFIED BY CITY CODE. THESE FACIUTIES a a~.°fn°,`~~«~„`°~i~'e~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH Haidbo°~"'ikandarde plan. The mateiid ad consGuctbna mNhode ueed kr thh project ahotl emfam to tM CNje Publk I- ~ Q~ 'uen Hmdbook,' ~ka~reo and ap.~iflwuunx W N
AND SHALL BE SO INSTALLED UNLESS A CHANGE Cfty of R~
IS AUTHORIZEO 8E WRITTEN APPROVAL. PUBLIC Depa~"`"i SANITARY SEWER EASEMENTS ARE TO BE RECORDED C0"""~01 "~°`d - Ikfut~ Depvtmeni Pmntt / ~tlil I1 U ~ 1 11fl1/ / ~ ~ q ~
PRIOR TO FINAL ACCEPTANCE. oacc ~ DRA~NN
SIGNATURE: 0 / d ~ aueuc ~
wot~ o~nm/uc«~wo s,~, ' • HECKED
CHIEF ENGINEER b Cky of Rddgh caneenia 1 pWn ll+e moterial and a UtAttbe FlmCbooka' standarda cny or aa~n ~ ~n. ~~c~ ~,a ar « a~Ya ~ ~c. ~ a ~ - plai The material ard constructiona mell~od~ uaed fa ihla projxt #wq cmfam M tM ql~e WElic = ~ 1 G M M • ~ u~ ~anoo~' standarda ond apxNtationx ~ ~ 163 0 D
PUBLIC UTILITIES a~yof~ f APPR VE
Publk UlBtiea Deparhneni Par Ik UlBtiea Deparhneni ParmH ~ • ° R~' GMM ',~1~~~~ • \
TRAFFIC ENGINEER - Oote ~ START DATE s ~fl~,~~~~~(;~\~p~
CONSERVAIION ENGINEER 111d~~d~~.
J06 CODE
DRAWiNG No.
D-4
_ . . _ _

~
~ ~
~ X ~ U ~
w ~ ^ L ; O I/~ u
V` ~ L ~ ~ ~
~ ~ ~ 0 N c9 ~ ~ = f\ ~ CO
i i I I ~ ~ , ' - ~ = N I c0
i aF ~ U -p ~ r I~ GRATE , _R CITY STANDARDS ~
~^~v e NOTES roP.o; cuaa GRAI iGP,~ Cu B USE D iHE SL~PE OF THE GUTTER TO USE S i D. N0, 30.13 OR 30~I4 ~ uFr HooKS N~ ~ (f~ 0 ~ ~ 3 ees~a s~ o.c. : n'1
THE CRTCH BAS[N ~N THE UPHILL FaR SL~PE REWIREMENi ~ F~ s~PE SIDE SHALL BEG[N 10' FR~M THE ' SEE t~iE ~ ~a[ars sc~ 3' ~ 3'-6' \ ~ ~ vutEO b~TN 4nvs I ~ ~ (Ji ! ~
12 3/4' ~rE ~ iHE CATCH BASIN, iHE SL~PE OF 4 ~ THE GUT7ER T~ THE CA7CH BRSIN ~N THE ?~WNSTREAM S[DE, ~ 0 0 ~ ~ ~ Q~f ~ NT j r m._ ~ I 6, ' ~ CLASSo A' CONCREiE ~ ° ~ I ~ ~ ~
~ ipy~~~ SHALI BEGIN 5' FROM o I o ~ TNE CATCH BASW. ~ tiz' auSrEe Q „ I'r- z-o• --?I o C N . PLASLER - ~ PONS~ 10 i0P F BRlfl( ~ • ~
2ti" Gl. PIPE 2-2' G~C PRE OR PVG~ 2) STEP$ SHALL BE INSTALLE~ IN OR PVL P1PE S z~ oa -?f ~ L ~ 1/2`PI,kS7ER-~? I ~ 6'J 2' qu I 3' NR%. /1 \ ~ V
a• xtM,uvice oECe ir xw, ALL CATGH BASINS oVER 3' 7N oEPTH~ uP ro ae. ~EPTH SHALL BE MEASURED FROM THE I ~ rcw. ov[z e' ?cEP ~z' Mtw ~5, G~ TOP OF 7HE GtiTTER i~ THE SNVERi V~ ia s~ rRm iov Of c~mB lU ~ ~ ,y e• n nlx ~ M[R 9~ OEE , ~ Nl
5,_ OF THE CATCH BAStN, 0 8' MIMFGw~ OVER B' DEEP. ~ 72' MWMUH UP i0 6' 3) S~LIO C~NCREiE BRICKS MAY BE f'r?I 12' M(NlIIIW UP ip 6' JER B' DEEP. FROM i~P oF CuR6, ~ ' i0 6' ~ I - '~J W
c USED IN 4x4X8 OR 4%HX16 SIZES. o ~2~ i I ~ROx ror o~ cuue, o li 5, 4) NCDOT APPROVED PRECASi ~ ~ LIIRB, a ~ ~ o I~ ~ ~
C~NCREiE BORES ACCEP7ABLE j . U~WG S7RNllAR~ 5' CaSTiNGS, . I - ~ U
~ xaa PIPE , ~
~ ~ P'S'~' 3aoo Ps~ crnvc~re ~ a ~ cc~c, ~ ~ , 3000 ernve~Ere • < • • < , 3aaa Ps~ coxcaerc I` ' ~ . a. . a. . a. Fsg•~r ~ 3•_p.
P.S[, ~°.=waa ~°a~° ~ eoNC. ~n~o o,. .,e r-e-.t+~ rno ~~j ~ r",,~'_~^},~~--3,_p• i.._ _.o"''~I I I ~ a'-i'---i?~ .
. u 6' a6"_q' 6''4' ^ I o I o 6' ll4 19 12' lEEP / ~2' OVER 12' ?fEP <~-4' NorES~ i t~ FoR ea° RcP a ~aR~ER usE P~PE ~
_ P 12' GVER IZ ?EEP I ~ 6' ~ 6' 4' ---~1 ~ 6 SiRIGiURE IS GREqiEF iHnN t2'~EEP, 6' UP i0 12' ~EE i , f~TiNG [S Tp EHiENO 6' 6iYdV0 T4E $iRI1CiURE DIAMETER PLUS 12' F~R MINIMUM [NSIDE DR4ENSIDN.
N~TES~ 2) USE 4X4H8 OR 4XHR1b SGL'.-1i D FOR RCP & LARGER USE CONCREiE BL~CK, CAST IN r^LACE i ~
STANDARD C~B. STEP ~ ~ 3 k3 REBARS ~ ~~~s_~~ ' I PIPE PIAMETER PLUS 12' FOR ~R PRECAST CONCkEiE TO '~EET ~ MIN[~.~M ]RSI?E ~]MENSIDN, NC?OT STAN~ARDS ACCEP`A~~E ~
9' LONG ~ 3) FOR STEP REOUIREMENT SE~ NOTE 2) 24' ~A 24' CAST[N6 WITH L2'. ~ ^c ON S?0. N0. 30.OL
q~ GROUT = ~I NOTES 6' 6' 6' T ~yN PLACE i I / / ' I I ~ 15' & l8' PIPE, 24' A 36° ~ CAST[~~i USEO WITH 24' P[PE ~
1) 1}iE SLOPE OF 1HE GUTTER TO '~j SOIID CONCREiE BRICKS MAY BE I I i~ ~ I e po°~°p aoa.,oao ~ iHE CATCH AASIN ON THE UPHILL JSECI IN 4H4Xi6 OR 4XHK16 SIZES. !i ' ~ ~ I~ 1 ~R LARGER, IF ?LACED WITHIW ' i ` I I~~ I , PUBLIC R/4; CASTING MUST 9E ~
~e ~ I i ~ r ~ A ~ SIDF SHALL BEGIN ?0' FROM iNE 2-2` PIPES 22' Z'-l V2' ~IQ~ I I~% I ~ I ~ I ; TRP=FIC BEARW6 7YPE PER ~ I~ ~ ~ NLCG? STANDARDS. ~ ~ i -
~mucox as~ ' P~AN E~EVartaN iHE CATCH BASIN. ?HE SLOPE OF NC~OT AFPROVE~ PRECASi CONCREiE BOXES . ~ I S~orc -~e• eEwv ( THE GUi-fER TO iFiE CAiCH BASIN ~CCEPTABLE, USING STANOAR~ 5' CASi1NGS I~' I r[~~ orc.& a,l~- s ussrcM nrnrs ~ ON iHE OOWNSTREAM SIDE, c~ ~ F I I(~II ~I~' ~ I ~ I, I l j~ , I ~ 3) U'~ R 4° X 8` ~R 4° X 8' % ~ ~ ~ ~ ~ 1 ~ 1 ~ i i~f ~ ~ I 16° ~9~t? C~NCRETE BLOCK CAST ~
~ ~a oe w ~ NvERT CONSii2UCIlON i0 8_ i}iE SAI~E AS I~ z-~•xw, ~"a I SH,4LL AEG1N 5 FROM SHOWN ON STANDAPL~ DETAIL tdUMBER 30.01. pNm iljfl~ ~ I;~II~I~ I ~N ~~..aCE OR PRECAST C~NCRETE TO ~ 1~ I ~ i'~ I ~
g Mw~,w~, s• ~ 7HE CATCH BASIN. ~ ~ wca iz~ ncra I t2' NIMNUM ilP i0 ~2' ~ I ~ I~ ~ ~ f~~ ( I ~~~~i'' ~t 1~ I NEE'" ~.C,D.O.L STAN~ARDS i ~ ~ I, I;. I I i~, J i~y` ~ ACC:'TaBLE~ I I ~p~ 1 ~
a~ ~o~+ r~ ov cor~, no i ~~l/ ~ ~i ELEVAiI~N SECTION A-A~ 2f jiEPS SHALL BE INSTALLEp I I IN ALL CATCH BASINS ~i ~ . 4) F~R S'~~P RERUIREMENTi SEE N~TE I I _ ~ ~ `~1 I 2 0~ ~ i 4NUpRD N~, 30,0!
u sreu~uec rs 1 GRfAIER iMAN 12' I I II I n~p s 0AER 3' IN DEPiH. GEPPH ~ ~ ~ ~ , I i ~ ~
*o e~,c¢xo e~ SHALC BE MEASl1RE~ FkOM TFiE ~ I HEVONp iHE SiRUCN0.E M~ ^r ~A, ryn' ?~JP OF iHE GL~TIER TC~ ~TM ~ RALGIUM ~ ~ ~,_Q. ~m ~t~~m Trlc INVERT OF iHE .r z-a~ II GY~fY OF RALfIGH i CITY OF RALEIGF! II I
~ CEVTRAL £NqNEERING OEAARiMENT ~ Ga,iCN BaSin. CA'TRAC ENCINEERING DEPAR7MEN7 ~ RENSfONS oA~c: ~ppo oaa~rv ee ~ne I RENSfONS oarr: ~/~/ao aRaw~ er: ,ne a~-s~ ~ CEN7RAC ENpNEERINC D£PAR7MENT CEN7HlJ. ENGINEERING l7EPAR7MEN7 ii ~ , a-. ~ ~ 4'-4' ~~$~QN$ DA1E` J(7/DU JRAWN 9Y.' JiB i (7~f$j~$ A7E 7/3/~U ORANN 3Y.~ ,176 I
I 5' O.M. ! DpU6LE WIDTH STAN~ARD STANDARD ' ~
~oaao Psi coNCRCreoo °I CATCH I CATCH BASIN I BASIN ~ - DROP ~ JUNCitON , ~ INLET I BOX l ~ ~
- ?RAWING NOT i0 SCALE - dID ~ ~AI ~ ~ - DRAWING NOT T~ CC.WI I - .4IR. ~ .~.dl ' V J - neAVtNe uor ro sca~[ - SiD # 90.03 ~ - naAw~Ne rvor ro sca~e - SfD 90A4 ~
I I ' I r , ~ ~J
i W z W
~
z
~ ~ z~ , v~
w-W ~ W
I ~'~N r ~R ~T~~RNI SEWER - , TYPICA ~ Q~ ~ ~ ~~Z%D S~~1n~LESS SiEEL OAB 4NNOlES II ~ ~
~L PIPE S2E Mii ~'.aME'ER ' I - . 3, II ~ ~
12-24' S'-C' - . ~ -az~ s~-o~ ~:rE n E~' ~ I cc1 ~ ~ I ~ ' , I ~ ~ ~ 13/16 I i W ~ CC1 I
ae~ 6~-~- j B , ~R• g~-p~ 1-y I ro~ ~
i , ~~I ' Uo: ~I ~ ~ ~ P~~ I ~ ~ ~ F°~' ~ ~I ~ + ob. li I I ~ i I ~ I ~
~ TREAD SURfACE ~ ~ I R "idOlE 'I, i . B .i . . . - ~ ~ I Pm e~r~~, avt _ A ~ i ~ A ~ ~ ~ F~~ : ~ „ ~ ~ s~,< a o
~ , ~ I f ' ~ ,i''" = ~ I I I = s r i ~~~Pa~ ; _ ~ ~ ~ ~ ~ ~
- r'',. ~ ~ '-~C c5 _4 - - - - ~ ' ~ i il ~ ~5 : ~s ~,v~ _ i
i I ~ • ~ \ ~ ~ ` i4z I ,I ~ , ~ ~ ~ ~I ' i , ~ I ~ i , . ~ ~ ~ A, J ; A u_
~ • - ~ , - . . - - B , ~ Sa.N W i ~ j T~
- - - ie• 6, ~ :/t~' ~ ~ I! ' _ j ~~21'~ Y~ ~I I ~ _ ~ 2' 9• ~ I , '~I . I ~I I ~ ~ r J 7 H s , I ~ I ( ~ ~ I~,
~ • - _ , I ' ~ ~ ~ 3 3/8' I ~ I _ I ; ~ ~ I I -`i ~ I IV~ _ I I i
~ I _ ' ~ ~~_f 3~ ~^p I~ > i~ ~ ~ ~I . ~ - ; r--~' 4 0 5.~.• . ~ > i 1 a I ( ~ i ~ ' ~ - ~ -`"~r- r i I ~ I i ~ ~ ~ ~ , „ ~ '~a i - ` I „ . TN P9I~vT RUST SNHiBI I G ~i ~ ~ . ~ ~sva' ~i i i
~ oft 5'-u' . i I . . . ~i ~ I.~ -_y ' L -~'~f_- _ 2~_ql/2 ~f I l~h~ ~~~r,. C 5 . _ Z_' n_ . ~ . .n .-.l 'P , ' I .2' _ iC_ I t a ~ie• ~ = y BLACK =~INT -I ~ ~ 'Ij - -;J
i 1 ~ ~ r I ~ I' I ' I _ ~ • e 6 ~ { ~ DETAi' ~ j 1 I I ~ ~ DETAiL ~ ~ i
: i ~ _ _L ei va~ ~ pb1 PLA 6' _ _ 1• I ~ I~ ' i pbl PLA~~'"; ! ~ I , s ~ -
g . - LJ ' t ..'~~~r,-~ . 000 PSI atw =`r _ ^ - I _ I I , . I Z,_~. S~C'.:'~ B-B
SECTI~N A-A SECTI~N B-B ~ ~ _ ~ - _ - - - I I"~--' -i'i
_ -~P ~ BILL OF MATERi:,L ~ ' I~
^IA?ERi/~L F g N07ES ~ -~r i~l~--~z ~r ~7~- ~ 3~.9k Ch ^IA?ERiI~L ~_:S' F~R ONE UNIT - ~'4FE ~ _ ~ , ~ i~e' ~ 33.9k ; h~.r,~E~ 62 1/2° ~ s e,
1~~ P7 ~ hfEAS aE~ RGM ~OP ~ ~ ~ ~ i ~ ~ ' . ~ ~ ~fAn. ~`yT . , i~ HP y ' ~ - 3 HA. ' ~p 3" i la--`'zF-
~ a~---- M H.F. - ^li -.Y ~ _ I I - _ H.F. ~ , ~3~rc 10" t -rr,: , - - STFiNLt~) ~~-=c~_ :R.~~~~UN~ RpD IB° -
I~ - `V~ y~ 1 _ ~ JTFI1NLt„ I " , - ~ ' 'J` J_. . r ~L v~. „ n +o~ / ~ l~n~_ c.. 9/4' 4U2' I ~~''J I:~ _ iT(i1N._FC ~='--i I .-T.~ ',dl - ;TAiN'._F~< HEX NUTS I - 4 ~ - ~ AIN~ESS S ~ ~ _ F~AT WASrIERS ~ ~i„~_ - ~
I ~ S~E STD. s .i~.': -~R MANHOLE ~ ~ 4~; . . ~ IN~ES i w-~- COVER DE"a,;~. z~ ---+^I i I - . _ ~ ~ vr + --i ~
a ~ / . - I \ v~'~,~; ~ ~ SIDE ELEVA7ION ~ SECTiON I I
I i~~'~"~- '~_T , / ` ~ i~1 STANDARi 24" X 24° DROP INLET CASTING Cf TY Q~ RALEIpI CITY OF RALEIGH
CfTY Of ftALE1q1 - qTY OF RALEIGH I CEN7RA! fNClNEQ71NG DEPAR7IENT i~,,, a~+mu. ~N~em~c ~v,wTMer+r caurn.~ ~+c oer,vrtrExr ca+mu ~ucn~tRnrc D[~aetu~vr ; i
; t~`il RE41SG14S o<T: rn~co ~+,r e- n f~~. I . . / ~ i. REN90N5 Dn~: i/s/ro aenHr+er. na RE~N9QV5 ^•tc~ 7 w.r en A~ RENS~(~f5 ~ar 7 m: er~ Jle i - CATCH DROP
STANOARD ~ 1~ ~ CATCH BASIN I INLET SiEEL TOP CASTING
TYPE ~ ~ CBAT~INGS SECTIDN C-C ~ ~ END E_~.~~ C - SIRI 5006 - oenw?uc noT - SIQi 30.11 - DRAWING NOi T~ SCNLE - ~Q - R~.'[~~;G 4u? = _ SIR• ~18
~ ~ I I PUBUC Z
~ MANHOI.E FRAME HM? ~.G'1ER se.a ca~ct~/~cm~a~, sy~i~ Q
_ - I ~ '~e I , me ary a Rmeqn ca~ee~a ~o me coonac~ ana ex~a,~on or me citys v~~~c sa,~er ~em as snowo ~ ~ thb plm. Ths matwfd and carotructiaie melhoda uaed for thie projxt simq canfam io th~ Cit~n Pubik ~ ~l i UEAtiu Nanmooks' atadada ad epecificatkns ((J
-_-.---~~---i. o~e• ~-~~a v<~-~ ~ ~ ~ OVER 120 lbs MI~'iM.~" ~ a ~ Cily of Ruld~+
I a Pudb U@Ntea DepvUnmt Pamtt /
I - . i _ ~ , iT ~ ~ Conatructlan Approvd Dole Q
_ ~ ~ i ~ ~ 5~8~~ - ~ ~ ~ ~ ~ ~ ~
i~~ } ~ ~ ~ ~ ~ ~ ~ Pueuc ~ r~a ~~,t~,/~~~, srit~ U Q~
~ ~ , ~ I , ~ ~ i iM ply of Ralelgh canaenh to Ue oonnsctbn end edeneion of M~ Gtya puAdo Mate~ ayetam oa ehom a+ J}~ I ' Mb D~. The maWial wd can~Wdima metl+ods used fa tMs MoJect shoN confam to tM qt~s PubNe W~~
i ~ ~ ~ ~ ~ ~ I ~ ~ ,z ~ ~ ~ ia ~~r , ~9 . U~d~ Nan~ks stmUads aM tbns J i ~ ~ ~ ~ ~ 0 ary o~ aaey,
~ ~ ~ , : ~ ~ ~ r~"~ ~ , ~ ~ ~ - ° _ i 1\~~ ~ ~ ' v~ae uurt~e o~~t r~,~ ~ ~ Q N~- a= ~
i ~ ^ - ^ ~:L/ ~ ~ ~ ~ I ~ i j~ $~~rL BFCKFiLL I Comhudbn AppuNd Q m I ~ ~ U ~
~ , ~ ~ ~ r-~ ~ ~ ~ A ~ ~ ~ Z ~
~ ~ ; ~ ~ ~ ~ ' r-~ 1 ~ ~ , ° J Q OO al o o FABRIC ENCLOSED ~ ~ E-- _ , ~ x ~~a ~ e o ST~NE FILTER - ~
I A ~ - - ~ ~ ~ ~ ;i ~ ~ = ~ - ,i ~ ~ r „s. ~ Q ~ ooa ~ ~ ~ _ ~ z = o o ~ ~ Q c-
~ , ~ _ _ , ~ W o ~ a E oo W - , o uasHEO sroNE U J~
- ~ ~ O ti~ NI ~ ~ o o ~ (q57 OR #57) ~ Q
i'- ~ j . _ ~ _ i ~ ~ UTILITY INSTALLATIONS AND OTHER PUBLIC t~ ~ CC ~ o o ~f ~ o, o o;~~ PE~FOearen P~FE FACILITIES, INCLUDING SIDEWALKS AND HANDICAP Z 0
~i I 25 - I RA~1PS A~E TO BE CONSTRUCTE~ ON ALL STREETS W N ~ ~=6' J ln ; ° A S S P E C I F I E D B Y C I T Y C O D E. T N E S E F A C I L I T I E S U
j ~ ~ 1~~ ~ i` i 23 3 4" - / ~ T B ' j ° 6, NAVE BEEN APPROVED BY THE CITY OF RALEIGH
B-B I 1 - ~ AND SHALL BE SO INS7ALLED UNLESS A CHANGE ~ IS AUTHORIZED BE WRITTEN APPROVAL PUBLIC DRAWN
~ ' Y - - ?z i/4' i ~--z~a:~ / z _ ~ _ I / SANITARY SEWER EASEMENTS ARE TO BE RECORDED D D
~ ` Z. ~j i PRIOR TO FINAL ACCEPTANCE. HECKED SIGNATl1RE: 11tiHUni purrrr~~~
~ ~ ~ -~,a• ~ ' ~ _ I ~ „z za ~i4°- ~ ~ ZN qR GMM
j zTie' " FRAMr ~CS , 33' I ~ ; ~ APPROVED Nol CHIEF ENGINEER ~ ~ ~ '
I i ~z•+{ a va~ ~t~ -~-.-~-s vv-.j ~ , ~ GMM _ - ' a T RT DATE
~ SL:_ a-Q 11 ALL PIPE UNDERDR.''~~ _ S A , PUBLIC UTILITIES ~ - ~1 ~ IN7C 9RAflJA6E 574 ` 'S
I STANDAR~ 24° i, s' :K~F ]NLET CASTIPIG p~ ~ R~'u-p'~ ptt ~ R~~ COI7RAL F11C/4ERING DEPARINEN7 CEHiRAI. EN~MG DEPARTMENT ~n ~ ~a ensirvs o~ a~ _ 0 S 63 . ~ ~F s~~ ~cruRr t- c~~ GN ~ R~~ TRAFFIC ENGINEER ~ , c~mu ~r+o~wc oerr~an~errr JOB CODE
EXI, <~tOUIREMEh._ ,4_--.~_ :;d • . - ~ -
. pE1f90IlS i m aaa~ ev. tm RE1790N5 «7 o-m+e- .ne AC `iDANCt M"H '1c REVISIONS oAf t io atA»u ev,.',ne 7HE :!TY ENG,tiEE- _ . '~=SG~.=t { CONSERVATION ENGINEER
STANDARD MANHOLE DROP INLET FRANE I PIPE ~ UN IN
CASTING AND COVER ' , 9;NTS DETAIL ~ DRAWING
' - nRawmG NoT ro scaLE - 81Q f 30.1M1 MEASUR; " b7Q I 90]5 , No.
D-5

U J ~
~ ~ x a
~ 1~4"x9° GALV. STRAP W1TH v.. ~ I/4~x2 1/2" NEOPRENE PAD ~ ~ Q ~
~ z z ~ ~ ADHEREU TO S1~RAP SNUG RT ~
u W w y S F=- h ~w ~ ~ AERIA~ PIPE CROSSING ~ z~~ ~ o~ z~; U v~wau~ ~~~n o,~~Y ~n~,N } z ~ ~ ° ~sEE Nat~ 5) ~ Q ~ I~ I~ ~ 2, 2, ~ ~ ~ N ~ _ _ ~ 1~4°x6" NEOPRENE PAD ~ ~ O N CD
GE ~wa ~ ~ ~ w~v,~v ~zo 3w' w m~ NERAL NOTES: ~ ~ =~m o ~,U o~~~ m~ w ~ j ADHERED TO SADOLE 3J4 9 ~ _(0 N CO ~ w o o ~ MIN nNCNOR eo~TS, ~ ~
t- a ~~QNw a aoz o~NO ac~z w~ c~ z °w Q m ~ - 120' ASTha A307 OR A36 I~ ~~p az z~~~ Q ~ N F~~w ~aQZ - U -o >,U ~ ~
MATERIALS UTIUZED ON THESE DETAIL SHEEIS SHALL CONFORM TO THE APPROPRIATE ~ N Q o'~ ? ~ ~ ~ z a Q ? ~ w 1. ALL ~ SECTIONS OF THE CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK UNLESS NOTED CTHERWISE w ~ w~~ ~ ~ z z o~ m ~ z a~ Q ~zQ~ ~~~3 ~ ~ C -0 N EXISTING GRADE SEE No1E ~ SEE NoTE 4 Z ~c~ wzwa ~
HEREIN. ~~ao~' o i Q~w W~J``' °wa°F w~ U~ z" S JF-~ U `'~Q~t-- F-U W Z ~ Q o~ w ~ o o i FOR 8AR SIZE ~ FOR BAR S~ZE ~ - ~ ~ ~ w? o'= 4 ~ STEEL CASING P!Pt ~ a~o sPnaNC aNO sPnamc Ul ~
I ~ JOINT PIPE AND FITTINGS SHkLL CONSIST OF BOLTE~ RETAINER RINGS AND ~ w~ ~ z_ o z z w ~ 4 ~ ~ w a c 2 RESTRANE ~ d I r~ ~ z~w a ~A ~ww ow Qw~~ os~~ mz ~ ~ wp ~ w ~ 0=u~-> w~Om~ ~ % / f .i a - PIPE ALIGNMENT GU~DE B m~
N ED RETAINER BARS OR BOLTLESS TYPE WHICN INGLUDE DUCTILE IRON LOCKING SEGMENTS ~ o Q~ z~ ~ o~ m ~ v, r~ c, - W W IiF-'S-~ t~ 2 W~ ~C. JELD w~ o o ~ ~ a~wo Jc» ~ z ~ ~ ~ I ~ w ~ Q LOCATED AT EACH JOINT, ~ N p ~_-z aw ow ~z ~z~ ~i
AND RUBBER RETAINERS, BOLTS F6R RESTRAfNED JO(NTS (IF APPl1CABLE) SHALL CONFURM TO ~ ~n ~ z °HALL BE FLEX-RING OR LOK-RING TYPE JOINTS o w?° w ~ z m w~~ a q z o 8'_~" ~wc~w~ wz-'~ m- ~ ~c ANSI 8182. RESTRAINE~ PIPE AND FITTIN~~ 5 ° _ ~ Q ° ~ - ~ ° SEE 6WG 5-39 "U ~ w~c~~ =QO~~- Q~ ~t_ , r~ m~~~ ~Lr~¢(n - .
T IRON PIPE C0; TR FLEX AS MANUFACTURED BY US z z w° ~ m d w~ w~ AS MANUFACTURED BY AMERICAN GAS Q o ~ Q ~ ~ o ? ~ ° ~ ~ ~ z ~ Ul C~ ~ ~ . N (7~~ ~~z,,~ ~'md-°zz aw ~ z , N d ~ w ~ ~ i ~ c Qz~~ w~io~ ww ~ L•
PIP 60LT-LOK AS MANUEACTURED BY GftIFFEN PIPE PRODUCTS, OR EQUAL T1'~ z ~ a z s w'~ ~ a E, W U l a° I~ wQQC% =?g~ a~. ~ Q [~I [q ~ t,J O z ~ a=w '.'-'xc~~ cn~c.~m - mr a~~ow zQ ~C c=i~GCZ~i'' a~ v~"~ mp >1 Oi ~m K~ot~ ~O
3. CONCRETE PROPERTIES SHALL BE AS FOLLQ~vS~ • r~ a~ Q~ o ~ ~wJ ;a ~ = Qc~Z'~ ~'~wQ ~ CONCRETE COMPRESSIVE STRENGTH = 4000 PSI ~ ° a~~~ ~oQ~~ w~ PIPE JOINT TYP 4 ~ W ~'-:wQ w wc' a~ ' ' ~
~ a >a= -~v = INCHES ~~zwa d Y Uwa~ z'~-v, NOMINAL SLUMP 4 . ~ w a~ ~ a DIP CARRIER PiPE - o ~ ~ ~ m ~ ~ ~ ~ ? NON-SHRINK D ~i ~ ~ U
ATER CEMENTITOUS MATERIALS RATIQ = 0.45 (MP.X) w ~ ~ o ~ a ~J~u~ ~ ~ z ~ ~ _ ~ G , a ~ ~ W ~ i~ ~ ^:-c o~a a¢~n~ ~Q~~° u ~u a wz w~c~~ow I _ z ~ a aw wu!>- i~~ ~~°~O °r GkOUTPLUG, ~ ~ w ~y i ~ w z a~ ~~r, STANDARD c -17 ~
AIR CONTENT = 6% t 1.5% z ~ o ` CONCRETE SHALL BE COMPOSED OF CEMEN~f, WATER, COARSE AGGREGATES, FINE AGGREGATES ' z~-~ I o~ z o ~ °o w~~ o o~ a`-' ~ ~ ~~>QZ~a a _ (n ~ ~ y ~ ` ~ o~, a z w o ~ N ~EE D~IG S 3~4" SIAINLESS STEEL NOTES. ~ o ~ ~ ~ ~ Q ~ ~ ~ ~ UANHOLE CASWG PIER =00TIN6 fDOTING
N AIR. I -a r ~ ~ c w~o _o^ d~ I II OR IN ACCORDANCE WITH ASTM C-150. MAiERIAL _ ~ , A D ¢c> ~o ~ ~Q~rir ~ `a~~ CEMEN7 SHALL BE TYPE ~r , n_ a ~ z a o~ o~ ANCNOR BOLTS °H' THI;KNESS i. SHALLOW FOUNDATION DESI~N SHO'NN ON THIS DETAIL IS ~ o r a a o u? w r~ ~~n m t- SEC T~ON PIPE DIA ~ °A" QN } ~DTH LtNGTH 1MDTH BASED ON 1HE FOLL06NNG PARAMETERS~.
T FOR ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C-33. ~ r~-~ i o°~ r" ~ o=^ Q Q~ U`~ REQUIREMEN S a~ I w o w i z ~ ~ ~ z ~ ~ ~,mo COARSE AGGREGATE SHALL BE SI2E No. 5% OR 67. AN APPROVED CLASS 'F' FLYASH MAY BE , ~ r I ~ ~ "p" (~N,) °B" (FT) (iT) "D" (FT.} ALLOWABLE SOIL BEARING CAPACITY = 20D~ PSF CONGREiE CQMPRESSIVE SiRENGTH = 4D00 PSI
T OF C6UENT BY WEIGNT UP TO 25%. - - AN EQUAL AMOUN ~ I ~ ~ ~ = ~ ~ I Q ~ SUBSTITUTED FOR i~ ~ ~ z z~ ~ i~ ~n w CIZ I C ~~;;']':.C ~ w wZ ~"W WI~ I iJ J <6 12 2~-4' S'-6° 3'-0" GR,4DE 6Q REINFORCENG STEEL '~_3~~ 3~_a^ I~AXI~UM SiREAM VELOCIiY - 10 FT aEC S 12 2'-a o , ~
4. ALL EXPOSED CONCRETE CORNERS SHALL 8E CHAMFERED 3~4°, a~- ~I ~ ~ ~ Q c~ m r- a w u- z-~ EXISTING GRADE 6-~~ ~2 p'_4° 6, g^ g~_p^ ~iA~IMUM~ SUPPORT HEIGNi (H) = 72'-0° ~n o o ~n ~ o o~n u~ ~n ~n ff FiELD CONDI110NS REQUIRE ANY DEVIATION fROM TNESE
~ ~ I s i z i ~ o T n~_ ~ v~ a ~ T ~ ~ a~ o~n o o ~n ~ o z 2 w ~n 3~! ~ ~ v~ w ~~,s o a~ a a tn ~n ~n ~ co CONFORM T6 ASTM A615 GRADE 60 AND SHALL BE o c~~ Q Q z m~ ~i o z Q~~ ~ r~- ~ c~ ~ Q ~ a~~a ~~v~ ~ oc i z a a tn ~n in ~ co co ~o co <o ~o 12 12 2'-4'~ 7~-2~ 3~-~ PARAMETERS, 1HE FOUNDATION DESIGN SHALL BE REVIEWEO
5. CONVENTIONAL REINFORCING S1EEL SHALL IN ACCORDANCE WITH "RECOMMENDED PRACTICE FOR PLACIhJG REINFORCWG BARS° ~ z 3 ~ ~ o o w~ o z X t~ I - PLACED ~ ~ ~ STEEL CASINC ~~!P' <_6 12 3'-0" B'-0" 3'-0" BY iHE ENGWEER. ` 8 12 3'-0„ 9, 4° 3~ ~q_ZQ 2. IF SUBGRA~E AT LOCATION OF SUPPORTS IS DEEMED UNABLE
i R ING INSTITUTE SPiJCES SHALL BE s ~ u~ ~ w r~ q m~ r= a z~ Q r``'- o~ Q Q I'„'', w Q ~ (LATEST EDITION~ AS PUBLISHED BY THE CO~CRETE REINFO ,C I ~n ~~c x a ~w owo- ~roa Q` ° w-mo ~i~~^ z~ 10 12 3'-0~ 9'-10" 3~-0" TO'MIHSTAN~ 2000 PSF BEARING PRESSURE, A PI~E 12 14 3'-0° =-,0'-6" 3`-0° SUPPORTEO FOUNOAl10N SHALL BE OiILIZED AS PER f1RAlMN6
R VISIONS OF ACI 318 -"BUILDING CODE REQUIREMEN7S FOR o~^ w d ~n ~n w~~~ ~~o ~ o ~ o o~ z z a- w~ CLASS 'B' CONFORMING TO TNE P 0 a o~ ~ v~ ~ ~ I ~ = ad ~~rt- wz p v~, ~ ¢Q ~aZ z n C .~'j a'', 0] O~ ~ ~ U ~ d~ o ~ ~ u ~ UJ O o ~ (n O REINFORCED CONCRETE". ` ~ u~ o 0 o in ~ <6 14 3'-S' 8'-9° 4'-0"' S-15, 0 oc~NNU~~n~~~~o
oin~ c~n~ w~ o u~ o o N a N~~ z `a~~ ~ Y~ -~zz N~,;~^=~nr~~ ~ F- ~ Jo : r~ z - O ~ w`~C' ' ?n wli ZF-G I ~ ~R ~N U Q ~ ¢ ~I - - ~ o ' 8 14 3' - 8" 1 Q' - 0" 4' 0„ n r~ r~ r> ~t d v u, 3. IF BEDROCK IS ENCOUNIERED WHICH 'MLL PREVENT 3-FEEi 0 o d o o d o 0 0 0 0 '/,v~~~, 28 10 14 ~-8" ii'-0" 4'-0" - MINIMUM COVER OVER FOOIING, ~OWELS SHAl1 BE ~RILLED
NEOPRENE BEARING PADS SNALL BE FORMED tROM PREVIOI'~SLY LNVULCA~JIZED, 100% d G ~ J w~ o 0 0 0 o d 6 ~=w~° ?u ~ ~ ~ = 5C. a ~ ~ ~ ° ~o ~ ~ NEOPRENE, WITH DUROMETER HARDNESS ~ - 12 14 3'-S" '~1'-10° 4'-0' INTO BEDROCK PRIOR 70 PLACIN6 FOUNDAPON. SEE DRAWING
I ~=~`-z r c~L~'~~ I ~z ~ 3 5-16. ~ <6 1$ g,_4„ q, 4 a,. DIP RRIER PIPE _ 8 18 a'-4" IO'-6"' 4'-0" 4~~_~,~~H FN6 FOURTEEN-INCH N~DE PIERS NND FOOilNGS ~ / ~
3 ' SHALL CONFaRM TO THE ~ 3 ~ ° a';' ~ ~ ° z ~ ~ ' c~ 7, PILES SHALL BE STRUCTURAL STEEL HP12x5~ PiLES AND pTHS REOUIRED TO OBTAIN AN w z Q a ~ PILES SHALL BE ~RIVEN TO DE w o ~ z ~ ~ o a TM~ A36. ~"'Q w e ~ ~ REQUIREMENTS OF AS , cr 30-36 ~g 4'-4" it'-6" 4'-0" SHALL BE REINF6RCED NJIiH ~5 BARS AT 12 INCHES OC IN ~J ) A
z~_ o rr- z r~'- UL~IP~ATE BEARING CAPACITY QF NOT LESS THAN TWt~ TIMES TNE DESIGN LOADING OF 30 a"~~ o~ o"% ~ i ~ ~ o Q~ F= ~r ~n w~ v co o~ o c co 0 o c co o N co ~v o~ ce PIPE SUPPORT, 12 18 4'-4° I?'-d' 4'-0" EAf,H ~IRECiION ON EACH FACE EIGHTEEN-1NCH W1DE PIERS I co ~ - AND FQOTINGS SHALL BE REINFORCED W7TH #7 BARS AT 12 ~ ~ N:~ c~ r~ rn ~~`n <6 18 ~'-4" 9'-6" 5'-0" -
~ ~ v~ ~ w w~n .y _ 2 Q,~ z ~ N~, r~ TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN fEET INTO UNDISTURBED SOIt. IN I Q w Q ~ z ~ ~ a. DRIUING P1tES, A METHOD APPROVED BY THE ENGINEER SHALL 8E USED WHEREBY THE HEAD I - ~ ~ w Q , ~~u'~ <~o iQ~,~ I ° °°-o INCHES OC IN EACH OIRECiION ON EACH FACE. ~I?" STAINLESS S~ E~, s 1a '-4" `-o" 5-0"
TED BY THE ENGINEER, PItES SHALL BE TESTEC TO ~ ~ o ~ o o a~ m? r~ ~ I ~ OF THE PILE IS NOT DAMAGED. IF REQUES i ~ ~ ~ , , , , , , ~ A"J~.~I~R B~~TS ~ '8 ip 18 5-4 ~2-0' S-0' 5. EIGHIEEN-INCH WIDE PIERS SHAIL REQUIRE TWO STRAPS OVER
~ - FI ES. THE METHOG OF LORD TESTING SHALL ~ THE ULIIMATE CAPA,IIY OF TNt L ' i 8'-C'~ a Q z c r~ z~~ a~ ~ ~ ~ I~ DETERMINE az~ Q~~ ow~,~ ~ I~ w ASTM D1143 AND THE NORTH CAROLINA STATE 6UILDING CODE. WHERE P'LES ° CONFORM TO ~ ~ T'r~ ~e c ~r ~ ? - a ~ ~ ~ ~ ~ o - ° ^ r ~ ro i 12 18 '~2'-10~ 5~-0" ~E PIPE INSTEA~ OF ONE (AS SHOWN} m ~ W o~ o co a LEV~~.TU~~~ S6 18 5~-4" 9'-10" 5'-0~~ 6. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LQGATED ~
I 5 SHALL BE PAINTED AND/OR COA7ED IN ACCGRDANCF "NITN TNE ~I ~~Y z ~ 2 - ' ~ ° - AREEXPOSED,PLE - ~a< - ~z~< ~~I~ `~~~z ~w~? COCO ~o raa~ro , N N~~' ~ l• 8 18 - t1'-4 S-0" IMTHIN A SiRE,~M AND ARE NOT COVERED V~TH BACKFfLL, SEE ~ \ 5~-56 ~ 18 ,2, 4~~ 5~_~^ DRAWING 5-18 FOR MUDIFICATIONS TO UPSTREAM FACE OF ~
TIONS. ~ I -;~o o,w~.~ ~ / I o ~aa" $PECIFIGP w z ~ _ u: Q j a o s W ~ 'y 1~ - 12 18 i•'-+" 13'-2" 5'-0° SUPPORT.
a?o ~a.,- ,-oz - - - - ' CITY Or ~ , ~ V I ~ ~IT7' OF R~LEIGH ~
~ a i ~ ~~Q~ - --=~!l~H I ~~ITY OF R~,LEIGH o w ~ ~ w _ , - CITY OF voTE: ;~~~?Y OF RA' SEE NOTE 4 : 5-il iF STEEL ~ ~ ~ E ~RON DEPARTME`~- PUBi ,i; b-'~~JTIES DEPA.RTMENT OF PUBLIC UTILITIES
z ~ GE='~~=~'.'>'~ ur PUBLIC UTILITIE~ DEPARTMENT 0~ ~'u'~~_~~ DEPARTMENT OF PUBLIC UTILI ~IES o~ Q~ o _ ~ ~MENT ~~~~Li11ES PI~~ 1S USED C~~~ DUCTL U PiPE FoR caPe~~~ AERI~~ ~RCS~'~~~~~,~~ ,4~RiA'~ PIP~ CROSSING ~ Z
`~°z '~IP~ ~R05SING , AERIAL PIP~ ntRihi_ PIPE CROSSING w z~ w w~ ~ ZIAL PIP~ _~~~~~SIidG , p~ TYPICAL PIPE 5~~=-~~~P~ A~i~~ ~~_~'dATION CONCRETE PIER DETAIL
- ~a i STEE~ CASING PIPE t NERAL NOTES ~ ` ° ~ , ~ ~~nL ~ ~AN CASINC PI~ ~ ~~_t JATION ~aa~s rn~ ~n4as w~ o~, xa r~ws uE ~x~xs o~~ _
~ ~ ~ a~ ~ ~ ~ ~ ~ o~h ~ o~aMO. r~aae ak ~ea~s ak ~-11 S-12 ath ~s o~~ °?e No. ~ S-13 ~ ~ C~
ti ia - ~J ~ W
~ ~ ~
Q ~
`~C W ~ Wz~
~
~
~
Q
~
w W
Q
~~d X,~. GAUi cTOpc ;pin:
~~~4APS WITH ~ -
~ ~ ~~2" NEOPRENE PAD - - ~~,~~~rF==~ STRAP - ; NG~-~r;~Nh ~RO~JT ~ ~ ~--TURN DOWN ELBOVJ ~ DETAIL B
~G~ )FRENE - , 8~-~_uy.t , i rr'~H : ~ ~ WITH INSECT SCREE', 6D ~ EP1D ?=y'~~ RNISHED GRAOE ~
- ~ ~ 3~4,~ 6 S'4~' E~= PAL~ - T~ - - ~ ~ . S1EEL AhC~~:~ = / / STYFO~~;~u a~~~; _
CL^,,~ ~ F~T ~ - ~ ASTM A30' ~f~ ~ ASSIc~ „_V~ ~~i . - _ ~ r
( - \ ~-iRRUPS . - i F , ~ • ' - - ~ ~ sEE Not_ _ i ~6~, TYP _ _ ~r~ .,~E~,~~~ - ~ z,. ~~;;45'~NG PIPE 2" m GALU STEEL VEN'.
( FOR BaP -c I FOR 8AR S!~~ ~V~~ ~ i - ~ cN~ - _ AND SPAGf~^ ~ ~ ~ _ '--~?'~~R PiPE , TWO PER CASING, ONE ~
-.~c ~ ~-#4. TYP I A ~ ~ ~ 'v~_~Fh~a~~ ~09~iNG 1 pr E., ~iF `'_;II,F HORIZONTAL OR ~ :~i - ~~cr - -
1' r / -..I':~!NtSS, ~ - ~ ~ - dERTICAL
?~OTE 1 _ ~ \ 60' +10° . - -0°
~3 STP,RUP ~ ~ -,,~-r ~ ~~~~,~==iE FOR rf3P 0 MPETETI7 PR~~~'~~ PLASTIC SHE~T ~~~8~
4- 7 ? LEv~_'._ MAY y~ 3 STIPRUP a # ~ ~ ~ ~ ~ 1 ~c,l~ BE PL,~~=D V~I"~ ~ ~ ~ ~ ~ BG~{:~-c°=~4ER BETWE~`; ~
BuOW FIPE ~ 3 3 . , F00?~P~~~ (BEYOIvD~ , _ / ' ~ / ~ - FE AND ~RCL' _ N / ~'.Q N -:vo ;a° ~
- - ~ _ i? ~z . - 3 . ~ . i Hi _c}.~~ , I ' F= ' _ I r i / ~ j hOTE: `~~aX o ~
T~`L PILE -c, _ - ~ ~ - - ~ ~ ~~'`E ~l q S ~ i- ~ ~ 11~ ~ - ~ =~~~V 2" 0 GALV STEEL DRAIN ~ NON-SNR~~";~" ~=~~:"~T SHALL BE _ 1/8" r ~ 1DE ~ „ -
- ~ PILE SPLICE, ' p,~~ ~ SEE DW~ 5-18 ~ _ IN BULKHER~ AT EACH END ~°EUCO-,~,-~ THE EUCIJD ° ~ ~ OF CASWG PIPE AND 1~3 ~ CHEMICnL ~J?~"~VY; "MASTERFLC~~ ~kIL A DEiAIL 8 0
I 1~.~~ ~4` _ . ~ . y '.k'. j~ Z ~ '~c.k~~'~'~,~2„ Y . . " _ _ - ~ _ ~ li'~: . - 9` I _ 1 ~ ~ ~ I ` . 18 AR~~„"t_~,~ERIMETER CU YD QF CRUSHED STONE /~~~~~~~~~j~~j~ 713~ BY ~1AS'== BUILDERS, /
' ~ GF -^i~ AT DRAIN, WRAP STOiVE OR EQUAL # POSITION OF CG_u~.+'+ ~'~~R~'~_; ~+?~~'~rr~"s WITH FILTER fABRIC
I N01!-~-~~`;v GROUT TYPICAL CASING PIPE ?LUG STEEL FI'~~= S~~!i;-
~TES: i
ra~iv~ - - - - - - _ Pi~E g„ ~7 84~_ ~POllND ' °ilE SUPPOE?: " - ~ ~E9~rv a' - _ - ~ , - ~ ~ , s?a~iNG c c ~ i OF _ Z i--_ p
. Ril~~ a~ P~ , 'HIS DETAIL . : ~ , - ~ - .r~- - - ~ C, - MIN~ru~ :~=1~~-~ ° _ - - - - - ~ ~ ~ ~ _ _ " (FT) ~ FO~T'W~:~. TYP ii ! N ? 'w
~ CQNCREic _ N~q-` - - - ' ' _ - ' ~~.t., c.,.~'::.,,- e.,-.. wi~TN aF N~~ E ~aP T ~RA~E Fo x~~~~:~~~,h~ . _ ~ ~ = ~ ~
~ - - 'JU~~IDA,T1G~r _ v , SHOWN ON ~h~., MAXIMUM 5 ~E~l,1 ~ L~c~ _ 'G S'cC 6-12 12 20 w' ' i > -t n'-~" . cO . . . . . ~ . . . - (~i.-~~~_ oti~cv ~PvN ?YE ~~:_'<IYING PARAMETEP.S: F FIEI~ CONDIT:;N~ °EJI~ R: 4NY DENAlION FROIN X CASFNG PIPE TOiAL PI~E r~ ~ ' N a ~ ~ ' - - - ~ ~ UPSTREAM f~CE ~
~ MINIMUM CAPa~~~~-' ''"'=x53 P1LE = 30 ~1,1J ?HESE PARAME'E~~. =::~DAi10~~ DESIGN SHALL BE i ~ g DfAMETER MDTF~ SPACING , w F . ` ~ • • • • • a o e ' , ~ t ~ ~ o FLNT" ' -
° ~ ,~6° FL CONCRE?E ~-_r,';- ~"RENGT}i = 4060 PSI ~EV~EU~o Br rfi =;_a=_~ i4-2a i2 2a ~ ~ - ~ ~'-a" (IN.) A ~ ~ GftADE n0 ~~,c::Y:':> :'=E~ ~ENCm oF Pi~~ e~ ~s REauiREO ro oe~~aP , Q, • ~ z . wi cip," ~C fi~~-- ~ ~ ~ ~ ~
< 36 6'-0" 3'-0" P~~iMUM r__~~'- = 10 FT~SEC 3a ToN cnPnCi =`wF4 EN~ eEaRiNC, FRi~PON - ~ n_c ' w ~ ~ ~ 1 • • • • i ! t ~~i ~ Q
= ~~N~~'~~,, DEVIATION FRuM ~`iESE oR a coMBiN~~~~ ~ ~v~ 3EnFiNG ~ND FRiCPON r~s - I'~ ~ r 38-42 6'-6° 3`-6" ~ ~ ,-_c;^~ SHALL BE Rt1'I~iYE~ BY ~ MINIMUM Fii c:,.~ ?E ,RIVEN Ar ~EASr 15 FEET a , , _ , -R4hiET~RS. • • • a • " . ~ ~ c' ' - . J ~ ~Q ~ ~k~L~'v ' _ ~ ~ ~l ~'~C'~I;DN4L~4~92 W ~ d"
45-51 7'-3" 4'-3° - ~.NTO u~ois~;~~ ~ _ ~ _ - - _ _ , _ . ~J ~ ~ (n J ~ r AGCI?uJNAL VERTICAL BkR, [r ~ ~
54-60 S~-O~~ `J~-~~~ : iWELI~-INCh iti: ~~.~~E=N-INCN W{DE PIERS SHALL ;~~7~I OF PILE~ ~ _ ~~~JIRED TO uE`,~_JP 3Q BE R~NFO4 ~ M f: 6aR5 ar i2 iN~NES oc iN 3~16 - ~P-~`,rE SIZE AS OTN~ERS Z 0 N~
~'`v I,APAC!I~ ~ ~ ~~s~RIN~, FRl~~lu!~ i:R A EACH DIRE~ ~h rr ACH FACE EIGHTEEN-MCH N9DE 3&-48 '~-6° ~ n, I I I N OF \ nIVD FRICTION, k~ PIERS SH6L c~ =~?CED WI7H #7 BARS AT 12 SzC `v~TE 1 I ~ m ~
~'v 8 NAT 0 INCHES OC N ~iRECTION ON ERCH FACE. ~';~~,;~~~iP,1 P1LES 5~~~~_ ~~~y~^ `:EN AT LEAST ?5 ~`_~T INTO F - , ~ FOOTINGS S~~ ~~EiN, ORCE~ TYPICALLY TO PIERS. 51-66 - ii," c-'~~J" - 1" R ~I~J - CONCF:~~E SUPPORT NOSING ~ U ~ o ~z~
=~~-URBED SCf~_ ' 4 E1GHiEEN-h"~ M~ =~IERS SHALL REQUIRE iW0 STRAPS - (WHEN EXPOSED TO STEAM FLOW} ~ Q ~
x~~-ac oF oNE 'ns sNOw~1. OF FOOTING ~!.ti~"CH GEOMETR~ OUER 1HE _ _ . ~ _ ~ _ ~ n~ - - - - _ ~ PIERS WITH A~ ~ ~ ~ FEET OR Lt~~ y ~F R ~ ~ _ ~~'~?E ALIGNMENT GUIDE CITY OF RA~EIGH CITY OF RALEIGN
~ ` 4MEN CONCRE'~ ~.1PPJRTS ARE REOUIRED TO 8E , a ~~~TY OF RALtIGi-~ ~a~n~o ~ smEaM nNO r~E Nor cov~REO - _ ~R,qw~NG s-~3. ~~'TY OF RALEIGh DEPARTMENT OF PUBIJC UTIL1TlES Q W~-
- - - - DEPAR~~4~A'~? OF PI - -"'.RENT OF PUBU' JTI~JTIES ~m en~K~~ ~ ~Rn~~NC s-ia FoR ~aa~iFiennoNS _ _ . ~ - ~ - To uPStR~AU oF SuPPORL ~~~_n-~r~~~~~1K GROUT SNk~~~_ _~~G-N-S" B~~ _ ~ - _ ~HE~~~ca~ '~,~+as1ERF~ow ~ ?1PE PART~4~A'~? OF PUBLIC U'-'~LlTIES DEPARTMEN'~ OF PUBLIC U~'~_ w U J~ RIA'~ ~iPE CR05~~1~'.~~~ AERIAL PfPE ~RGSSING ~
-.-~L PIPE CFG__ _ , _ - - - - "~w~~ ?1PE CROSS fJ~~~ ~E n T~~~ c ~ N~ ~ - ~,~~r, ~ ~ ~,ONCRETE SUPPORT DE~-tii~., ~ ~ a
_ = ~ ; - _ . ~_STER eu~oEF_ _ _ C~N~ ~ _ ?IER ~!LE CAP DE~~;_ - - = - - }N~r~'~~= ?IER ON B~~~~~~~~~~~~~K CA~I PIPE i._~ ~c ~o, a~aaMS a~ ~s o~~ W N
rtms a~a ars a~t aa ~a aaas aE ~s a~ ora ~n a~a~s as ae Ma s a~ ~eoia w~ oec. na ~saxs aa ~was wa J ~ S-18 S_ c U
- S-16 S DRAVItN
PUBLfC 41f1~~~~i<<, HECKED ~ ~N , R Sewer Cdbctlon/Extension System ~ . i
me C' ot Rolei h oorments to the connectan ane eztension ot me Cny's puW~c sewer system as shawn on ~ 0 ~ APPROVED Mia D~on. The rtwterid and constructbne methods uaed for this project ahali conform to the Cdy's Public Q BLIC ~ 9 ~
UTILITY INSTALLAiIONS AND OTNER PUBLIC FACIL1TlES, INCLUDING SIDEWALKS AND HANDICAP HANDICAP Utifities Hondbooks' atandaes and specificatiau: - Cj M(1/~
RAMPS ARE TO BE CONSTRUCTEd ON ALL STREETS AS SPECIFIED 8Y CITY CODE. THESE FACILITIES ALL STREETS - START DATE FACILITIES City of Rabigh
HAVE BEEN APPROVED BY THE CiTY OF RALEIGH iF RALEIGH Poblic Utilities Deporirtiad Permit ~ ; ~ 6 , A CHANGE Construction Apptovd ~
AND SHALL BE SO INSTALLED U~LESS A CHANGE IS AUiHORIZED BE 'NRITTEN APPROVAL. PUBLIC PUBLIC % ~ ~ JOB CODE
cewrn~v c~wFR FACF~IFNTS ARE ?0 BE RECORDED BE RECORDED D0t` ~'°~i~Ae ~"'~,ti
PRIOR TO FINAL ACCEPTANCE. PUBUC
SiGNATURE: Watx Dietnbution/Extenaion SyNem
The City o4 Rakigh coroenb to the comroction and extansion of the Cdy's public water system as shown on DRAWING this plan. 1}ie moterid und canstruciions methads used for tha projxt shdl coniorm ta the C'ity's Pubfic N0.
CHIEF ENGINEER Utiiities Hundboolce' 3tmdads ond specif'aaGor~s:
PUBLIC UT1LITlES Cily of Rakigh Public Utilities DeparUnent Pertnit ~ _
TRAFFIC ENGINEER Conslruction Apprwd D6
Date
CONSERVATION ENGINEER

U
J ~
J Q1 x U ~
ti`~-- L~ ~ ~ j ~
~ ~ ~ ~ ~ orn r ~
N o cv ~o c
Practice Standards and Specifications ~ v ~ sPREA~ER 'not ta ~~a~e~ Prc,~~~tice Standards and Specifications o_;~ ' ~ ~ 2 N I co
EE , - ~ ~ U ~'U ~ ~
~E~~E~ SPREADER ~ y 6.40 LrOSS J2~ ~I~n o ~ ~z ~ ~ ~
Vegetated ~ ' " " W w ~ ~ ~ J ~ ~ ~ ~ ~1 ~ ~~S m~
Diversion ~ " " ~ . ~ ~ ~ ~ Transition ~ Transition ~ ~ ~
A } ~ is erse flow ~ ~ ~ w~ 0 grade ~ e f 1 n I t 10 n A non-erosive outl t for concen ~rated runoff con.,tructed to d p . ~ y~~ ~w o ~rade P~late~ial \/aric:ble ~N ~ ~ ~ , r~ ~
unlforml across a slo~e. w~~ Y ~ ~ ~ ~ ~ . . w ~ u ~ ~ ~ W 03 0)
~u~~~~ .~ta~~e~ in ~ ~r , ~ ~ ~ ~ ~ ~ Stabilized ~
w w~ ~ ~~~~~~~w~~ w w~ w Slope '~l~C~ ~ c ~ I w ~ ~
To convert concentrated flow to sheet flow and release it uniformly over a y° y~ ~ ~ y y PUr 0. ~ ~ ~ ~ ~ ~ ~ ~ stabi~~zea area. ~ ~ 6
Sfable ~ ~ ` ~ ~ ~ ~ ~ - U
Undisturbed _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - m - i ~ ~ ~ ~ - -
C~ n d ~ t I ~n ~~h er~' Where sediment-free storm runoff can be released in sheet flow down a Outlet ° w`~"~ stablized slope without causing erosion. ~ ` ~ ~ ~ ~ ~ ~ ) ~ - ~ I~l I ~'1. I - ~ I I ~ - - ~
P A lie~ Practic~. ~~p ~ , } ~ ~ - -l1V_-, - - - ~ -
Wh2re a level lip can be construrted with~u~ ftllmg. Figure 6.40a Level Spreader is designed to disperse small volurnes of concentrat Where~ the area below the spreader Ilp is uniform wlth 'the slope of ~0% or iess , , ~ of concentrated flon a~ross sta~ile ~~pes _ - - - - ~i - I - I
- - - ~ - ~
and is sta'ale for anticlpa~ed flow conditions, preferably well-vegetated. Grade: The rade of the last 20 feet pf ~he 9 . ~e ve I I I I- - ~ ~-I ~ ~n ~ ~ I - - ~ , feet pf ~he diversion channel sh~~„~d pr~,ide _ _ _ _ ~ ~ ,
a smooth transition from channel grade to leve grade to level at the spreader. !-'~~e grade of the ~ ~ - i ~ ~ _ ~ ~ - - of s read~,r
Nlhere the runoff water will not re-c~ncentrate ofter release. spreader should be 0~. F a ~ i - i Q -II~- -
Wi~ere there will be no traffic over the spreader~ B«ried ~ 9 I I-i i ~ ~ P r ~ W
Spreader Lip: Construct the level lip on undist n i tur ed soll to uniforr~~ heiaht and ~ ~l 1 r~ o lip on u d s b _ Q
Y~ T~ ~ i~ a relativel low-cost structure to release small volumes of zero grade over the length of the spreader. P P ~ a n r I ~ ~ 1 i h., leve~ spreader . y s reader. Protect it with an er~~~ion-resistG~t P ~g, to prevent erosion and allow vegetation to Figure 6.40b ~etall of level spreader cross section. -
~ P f~ ~ ~ itable Fi ure 6.4~Ja~ . The outlet materlal, such as fiberglass mat±ing, to preveni concentrat,d ,lovd ~here s~te conditior~., are su ( g ) ~ W
area must be uniform and well-vegetated wlrh slopes of 10% or less. Partlcular become establish~d. Considerations 5. Disperse run~ff from ~he spre~der across a properly stabilized siope not to
care must be taken to construct the outlet lip completely level in a stable, undisturbed soii. Any depressioP~s in the lip will concentrate the flow, resuiting in Outlet Area: The outlet disposal area must ~ area must be c~enerally smooth ~~nd exceed 10~. Make sure ~the slope is sufficiently srr~ooth to keep flow from Q
erosion. Evaluate the outlet system to be sure ihe fiow does not concentrate well- vegetated with a maximum s!ope of 10%. s!ope of 10%. concentrating. - ~
below the outlet (Figure 6.40b). The level spreader is most often used as an outlet ~
for temporary or permanent diversions and diversion dlkes. Runoff water Vegetate all dist°~rbed oreas. ^ 'f construc?~on a ro riatei ~ seed and mulch the entire rn n. Immediateiy after i,s , pp p y ~
containing high sediment loads must be ~reated in c~ sediment trapping device W disturbed area of the spreader.
before release in a level spreader. J
~ 1. The matting should be a minimum of ft. ~num of ft. wide extending 6 in~hes over the W
, . ~~OnLtl'UCtIOn ° Capacity: Determine the capacity of the spreader by estimating ~he peak flow I~p and buned E inches deep in a vertical tren~ , , CI~ N vertical trench an the lower edq~~ The upper t( v I ~readers arter ever~,~ rainfall un~il ve etation is est~blished, and ~
~ Desi n Criter~~~ ~ ~ fr m the 10- ear storm. Restrict the draina e area so that the maximum flavvs mto edge shouid but't agains± smoothly cut sod an ° y g S ecifications ~ , " ~aln~en~nCe Inspec. e e sp 9 cut sod anu be securely held Ir~ place wit~~ rom ti make needed reaairs. a~ter the area has been stabilized, make V--) p P Y ~ ~ ~j
the s reader will not exceed 30cfs. ~ closely spaced heavy dut;~ w~re staples at least P t` ~ n~ I-e Ith vl orous condition. ~ aples at leas~ ~ 2 inches long. periodic inspections and keep ve~,. tatio, in a ~ a y, g W z
~ st~~imwater runoff. ~ ~ level for un~farm spreading of
Spreader Dimensions: When water enters the spreader form one end, as from 2. Ensure that the spreader lip is level for unii ~~f~rpr~~,e~ Surface Stabilization Z
a diversion, select the appropriate length, width, and depth of ~the spreader frorn ?able 6.4Ca. 3. Construc~ the level spreader or~ undisturbed ~ undisturbed soil (^~ut on fill~_ ~ 6.10, Temporery Seediry ~ C~
6_11, Permanent Seeding W W
~ ~hnnnel so the wid±h of the 4. ~onstuc; a 20-ft transistior~ section from t - W ection from tne diversion channel .o elend Q-1 r
Construct a~0 ft transition section in the diversion ~,~,,,~~;~~n~,~~., ?he width and depth of the sprea~ d~vers~~on wiil smoothly meet ~sa;th the wid`~,, ~f the sprecCer to en~;.re unifon~ ~ of the spreader. ~ Q V 1 Rur~orf Control "~~ieasures Q ~ W
outfiow. 6.20, Temporory~ Diversions ~ ~ 0
6.21, Permane^~: Diversions ~
LJ,- J
TABLE ~~.~~Oa n ~1 l_L_ Q
Design Floav tntrance Width Depth End INidth Length S
Minimum Dimension:, for cfs -rninlmum dimer~sion in feet ~ ~
Level Spreacr~~ _ , - I _ ~ n ~ ~ s _ I I ~ J ~ ~
~ 1 v- 20 16 0.6 3 ~~'1 ~ W W
_
20 - 30 ?4 3 30 ~ ~
~ ~
0
0
~
z
SEE STO. 4BJ6.4S FDR GENERAL H9iE~.
~
r- !0'-G° I `a_ Z 0
7 ~
B ~ B i _1_i_ zs i„ o~ w ~
~ 2-V~ ~ 9" fILL FACE 3~ ~
I ~ N N ^ i _ ~ ~'Y STR FA~E
~ , ~r i ~ ~ z z 1 H 6'- l" 0 ~
o ~ u X B ~ s~~ p oaeiHS 6° ~eour F~o~ uHE ~ 4,'~~„ "N-'BARS Q ~
- - H3 2 -10 ~ 6., ~ U ~ ~ ~ W ~ ~t
- - _ "H'=BARS Zi o,, e„ z-ti~, J ~
.I~' Tp 3~.5~~ 1~~ B 2° `~2" 10" Z3 2'-ID,~ 6~~ o in t Illlip ° ~ N O p1111 f If/ f ~ ~
~ - - ~LEVATION AR Q m I . ~ % ~ U ~
~w~ fILL fACE ~ 2" "Z' BARS . . g~ ~ ~z~ ; :
a~ ~ ~~y~~ ~ g y~ 6~~ ~ v~~9" „ ~ l ~ Q ~ ao . J
I'-6" ~~N~~ ~H~ ~ ~~H~~ - L ~ > - _ _
2' -6" S' -0'_'f : , N m . 16 cnQW~ ~ U J 0~
~ ~ ~ : - TS w 6,~ ~ - I 19~~~ _ Blll OF M4 ~7 A , 16 ~ j , ~ - 10 REINF. ST[EL I~IX! ; • o Q ~ , . f~ . ~
I; T~ i0P b 80T~ON t,' 6-„T„ ~ ~ BAR SIZE IE~TH H0 IT Fm-p- B SP! ~ 9 g p4 5'- 6" 4 i rn ~ M, M~~~,,~~`` z o
- 8" o ~n ~--8" 6„ 4 ~2 "1 gIRS IN ~3~~0~ i ~~~~~~~mirlltl~~l+s~ W N J I.C)
TOP 4 BOTTON = - GI a1 9'- B" 2 1J I,~ SECTION-BB SECTION-AA H a~ ~ r;o ~ U
J N 2 s 4 5" 2 -1 ]'-S= \ n . _ DRAYiIN
I6 ~ ~ ~ t4-T4 ? 9 SPA. @ 9". 7-V~ 2 Y~. H3 p4 S" 4 3 i, ,9„ ~I ~ 1D FlLL FdCE 2•YU. 2-YS N~ .u5 ;'-II" I4 :1
'd~- /p„ ~ ~~n ~ H~ N a4 - S" 8 ~1 CHECKED
'D S °i = STR. FA 4 SPA. @ I'-6", 2-V2, i k4 14'- 6" 6 ' i ~1~, ~i CE ~,~V3, I-Y4. 1-VS T4 k4 6~. g,~ 6 8 SPd, @ 9" a- a- x UTILITY INSTALLATIONS AND OTHER PUBLIC PUBLIC
;7„ ~~•7°'.- x~ x T5 M4 2'- 6" 40 l_. PLAN "H" BARS TOP d BOTTOM r~ ~ N yl #4 7'- 3" 6 FACILIIIES, WCLUDING SIQEWALKS AND HANDICAP Sewer Colixtion/Excensian Syetem T D ON ALL STREETS The City of Raleigh consenta to the connection and e~ension of tM Gly's Publk sewer system as ehown on APPROVED RAMPS ARE TO BE CONSiRUC E G M M
~ Y~ V3 Y2 k4 5'-10" IO ~:i AS SPECIFIED BY CITY CODE. TriESE FAGLITIES this plan. The matarial end cmistructions methods used tor Nis projeci shall conform to the City's Pu61ic
w w H2 V3 fi4 5'- 0" S ~u ~ ~ V N4 4'. c lj~ HAVE BEEN APPROVED BY THE CITY Of RALEIGH UtNities Handbooks' siandards and speciflcoHons: START DATE AND SHALL BE SO INSTALLEO UNLESS A CHANGE Gq of Rulaigh
~ ~ v a4 3'- 2" i I; ~ ~ q5 ZI b6 4'- 8" ~ IS AUTHORIZED BE NRITTEN APPROVAL. PUBLIC Pubiic UHfities Departmsnt Pemiit ~
ty N + HI Z p5 y~. 0„ ~ TT- - - 7] au 1'- q" ; i. SANITARY SEWER EASEMENTS ARE TO BE RECORDED Construction qoprowl JOB CODE PRIOR TO FINAL ACCEPTANCE. _
cir.ueTURF• oete
io n Ty - Z, . .
i PUBLIC CHIEF ENGWEER Yfater 0istri6ution/Extension System DRAWING
c`„S10N5 5-Ni 4-N2 -t- 0• OATE DESCR1PT10N The C'dy of Raleigh conseMs to the connection ard extension ot the Cily's public water system as shown an N(~.
8 SPA, @ 9" REINF. STEEL .BS. Si5 PUBLIC UTILITIES thIs plan. The matarial ond constructions rtathoda used for thie projact sholl coriform to the City's PuWic Utilitia Hondbooks' standards ond specifcat'wns:
WING ELEVATION i eu. ros. -'s . cavc. ia. c. cu. ros. , i TRAFFIC ENGINEER City ot Ruleigh
CONSERVATION ENGINEER PuGic Utilities Deparlment Permit # D-7
ST4NDARD REINFORCED CONCRETE ENDWALL ConsVuction Jwprowl
FOR SINGLE 72"PIPE 900SKEW STATE OF NORTH CAROLINA STD.Nt1. Dale
DI4ISION OF HIONNATS B3g;9 '

U J ~
U ~ ~ X
/ ~ ~ ~ '
% ~ ~ j ..i ~ ~ ~i ~ ~ ~
~ ~ ~ ~ N CO
1 ~ ~ ~ ~ I ' I A T RM o= cfl ~v co ~ 1 20 PR V T~ ~ 0 yJ 1IL ~ o~ I-~ J~ y o~ z N I , i
~ ~ ~ RAIN. EASEMENT ~ ~ ~
/ ~ ~ ` O ~ U N o~ ~ z . / / \ ~ J ~ ~
- \ / _ _ A~ /S~, , ~ ~ ~ r-
TYPICAL RISER AND C~,EANOLTT DETAILS / i Q ~ m ~
SYSTEM INLET SINGLE COMPONENT DOUBLE COMPON / ~ ~ a~ Q, ~~UBLE COMPONENT -TRIPLE COMPONENT ~ ~ / ~ S c cv ~
~ ~ QAyS I OR II NA7EILAL 1 1 `~j t~ ~ ~ i ~ 9 o`~
UNf~SNRB€D Pfli ASAI ~321~. LAlFSi FDIAQY, / EAR7H COY4PAC7@ fN~MAX. 8' f:00ff.~I1FfS~ I T6 95R 41K OF NAX. ~6 ~ ~ / ~ ~ ~ ~ i ~ ~ , Sj ~l ~ ~ ~ ~ S -
~ ~~y yJ,y~Aj~j/Jj~y~~~J~j j~Ay~`~ y~ ~'~.yjA ~y~~~~~~~; ~~y~ CONCREIE CouAR GAAtE AND FRA11E ~ (NHERE REOUIREO) (AS REWIRED) 01 n ~ a~ ~ /.i s
vi ~ ~L w ~ ~ A B ~ i ~ ~ ~w ~'l ~ ~ ~ ~ i ~ ~ c ~ A •
~ ~ s~ 3za souo wnu ~ - j ~V 6 f ~ ~ U
~ HOPE (SPEGFY DIA}aEIER) I RISER N7W7 ~I{I _ s v 9~ U ~ ~ \
I A \ I V ~ I r~ s ~ ~ ~y / ~ \
~ I i ~ 'r ~ /
<~~i ~ ut~RU ~ r ~~i r°. s UNDISNR6ED 6 ,j S S ~ ~ ~y~ d
EAR1H~~// ~ I EDDING* ~ ~ ~ t ~9~ , ~ ~ T0.00
i/, ~ , - . . ~-5 ~ ~ 10.
~A~VA~VA~V~/VA~VA ~~\~~VA~VA~VA~V~/~A~~~~~VA~\ ~ i~/ i~/il/i~/i~/i~~~i~/i~/i~1/i~/~1/i~~~/i~%i;//i ~ ~ ~A ~B ~i~~ ~ ~
CLASS I OR II ~IAIERIAL ~ CLASS I OR II MATERIAL ~ ~
PER AS1AI D2321, 1A1E5T EO~110N, = 4° MIN. FOR 12`-24" N-72, 42°-60' HC CAI~PACiEO IN MA%. 8' LOOSE LI~15 = 6" MIN. FOR 30"-6D" N-12 TO 95% MIN. OF A1AK. SPD ~ \ ~
SECTION A-A ~ ~
CDNGREIE CW1~4R pD {A5 REWIRE?) ~ ~
(WHERE REQUIRED) ~ ~ ~ ~ ~ ~
SOLID WAtL HDPE CIFANWT i
;~A,~ (SPECIFY 1llA14E1FR~ ~t ';~y, _ ~ ~
I ~ i~// ~ ~ ~ _
V~% ~ ~ ~ ' r~ u~~u Q ~/~~~~i
, ~ ~ ~ ~
UNDISNRBm ~i' ws srtiruwo new~s as~wum 'wancm orwwct mmes, mc P+~ ~ r~r~am . EDDING'" n+x s~,vm~rto otr~a m rcuo~siw,h ws' rt~roui~xom iNSnuunox o~ ~rs rROOUCrs mt FARTH~~ on±r~ru~i~ sr~~ ~ ~~ocu~~ca~~,no n~t~T~M~x~m+a+r~m n+~~~nax. w ~ir`yi; ~
- i~ ' ~ria~ um i~ n~ur n~e ~~Q~irs ~ rtc~n ~ ;~A/~/~A~\~\~\/ ~\f~A ~\~\/~A/~ A~~A~\//~A/~\~jA;' ~ cmmxim vnrae m ng utsrNU~u a ws' vrmoucrs. ~ns ws Nm ;wmoa~o. u+o n
!~~G~~/f/.~~i.~~,:~ ~:V~ ~ ~ws eo rscsror~urr trnt rm r~nsia+s, w~rv,no~+s ae o~vunoxs maM nns / sowowo ~rN~. ~ N ~ i
q.A55 I Oft II l1A1ERIAL • CLASS I OR ll MATERIAL PER A511~1 ~2321, UTEST EUItION, = 4" MIN. FOR 12 -24' N-12, 42°-60" HC ~ z
CoMFACTFD IN NPX. 6" LOOSE 11Fi5 ~ = 8° MIN. FOR 30'-fi0' N-12 REVISIONS T6 95% YNi. DF NAJ(. SPD~ BY DA1'E c..~ 0
SECTION B-B AiVM 07.D1.02 ~f'u aovaac~n wwwcc sr~ns. mc ,AA ~A t i W - z ;I~ . ~,r'_ ~II~''I ~
~ , I~ rrawx se .~cexoveo sz oxnawc 8 i~ ~ I~ il AWM 0716.03 RMJ 5-27-99 PRC 6-8-99 STD-703 I~~ ~ i!: ~ y I i~l ~I~ ~ ' ' I~ ~ ~ ~ ~ I~~~ll~,l ~ ~ Z
iiy~\\~; ~ ~ I ~ ~~,Vi~~ ! I I ~ I ( i~~ ; i~~ W ~ ~ I'i ( ~ I ~ ~ I'~ ~ i'~'~ I'i C.~
~~v~' ~I~I~I ~ Ili; ili~'', ~ ~ ~ I, ~ u ~ ~.a~~~ ;'~i I F-- ~ i ;~i ~ ~ ~ ~ , - a ~ , ~ k~~u~~ ~ ~J~~ ~ _ _ ~ W w
, W OUTLET ~ti/ ~ ~
90` BEND REDtCER ~ ~ Q
LIMITS OF ExCAVATION ~ ~ATION ' , k ~ I ~ ~ _
W ~ -1
~ ~ ~ ~ ~
S 5T ~ARD NLS DISC M R: "ADYANCm DRAINAGE SYSfEMS, INC. (°ADS'~ Hh5 PREPARED , ~ A~ AN DET W E ~ ~ ' REC MMENDED INSTALLA110N OF ITS PRO~UCTS THIS STAN~ARD DEfNI TO ~EA10NSfRATE ADS 0 ~ MAY BE - ~ I ~
FOR THE DEPICTFD APPLICATION. IN ADDfTION TO ADS' RECOMMENDATIONS, THERE O OTHER NATIONAI, 5TATE OR LOCAL SPECIFlCATIONS THAT ARE PERIINQJT TO TNIS APPLICATION.
ADS' STAN~Af2D DEfAfL IS NOT INTEN~ED TO SUPERSEDE ANY NATIONAL, SfATE OR LOCAL SPECIFICATIONS, AND ADS RECOMMEN~S THAT TF~SE REQUiREMENTS BE REVIEWED AND ~ ~
CONSULTED PRIOR TO THf INSTAIJATION OF ADS' PRODUCiS. AOS HAS NOT AUfHORIZED, AND IT ~ ~ BEARS NO RESPONSI6ILITY FOR, ANY REVISIONS, ?LTFRATIONS OR ~EVIATIONS FROM THIS I , / ti ~ ~
\OTE~ sruror~o o-~ra~.' i ~ I / W o
FOR ~IQP1~: DETAILED INFORMATION, SEE ADS TECHNICAL NOTE 2.120, "STORM WATER 'ORM WATER _ Q REVISIONS ~ ' ; ~ ~ ~ ~
DETE\TIO~~~RETENTION SYSTEM DESIGN". ~ ' ~ /
DATE BY i ~ , ~ I ~ _ U VTION~RETENTION ~ ~
FOR I\SEIITABLE CAD BLOCKS, REFERENCE THE ADS STORM WATER DETENTION/RETEI` DESIGti TOOL CD ROM, AVAILABLE F'ROM YOUR LOC~L ADS SALES REPRESENTATIVE. ENTATIVE. n~vnNC~o- ~~Rn~w,e:. srsT~~+s, ~NC :IfGB '7~16~03
DRAYfN BY APPROVED BY DRAftITiG d
TYPICAL SI;BSURF~CE DET/RET CROSS SECTION FoR avDl~r~oNaL DETat~s, sEE aDS sT~-~o2 & sTn-7o3. KMJ 5-:'~-99 PXC 6-8-99 STD-i01 ~
~ ~ H~(RIGID PVMT.}* H~(FLEX. PVMT.)~
ADS N-12
' \ , A~' ~ ;~j 1% ~
~/i - ~ ~ \ , ~l 1
~ ~ ~ I ~ PARALLEL PIPE IN5TALI~ATIO\' LOGC WwH C,R,~iE TOP 4' OPENNG A AR
UN~ISNREED X ~S S ~ ~ ' x \ ~ EARTH ; ~ ~ ~ ~O~
. . ~ V' '-nauuEn~uun~mia~woaaum~s w a~ow snmrms mn ro.m ms~ ~ an1mo eua.va . cn uw~w ucnw F ra xuuura wmMs ~~ro'~~ RFP ~ J
, . . . . ~ ' ~ ~ / ~ ~ Co~fA fOR vwG~s uK Lobwc~rn+pM~laM~a W Noh: sa a r~wo r~r w ooes rwr ?u~x. s ~ s ue~ uw.s~ 11P1. 3'M3' IS RECOI,IM010ED FOR AC~
w.uuamav m m¢ raioaxs rae~c uwt ~/y/ /~/~/V/ :A~~V~,~~v~ ,~VA~VA~VA~V~~A~~~;. , ~:~~v~,v~; V ~ ; A~ ~A~ V~ ~ . . . . . ommrns t+mm. eu uuuts~m ntt nr~u rxw CLAS$ I OR II MAIERIAL ~BEDDING CIASS I OR II MATERIAI TM` '~~o ~ ~ ~u"scm eu „rtrv rxw d' CHECK Vd1H ADS /iEPRE5ElffhfiE crrouxo s~~serF F- fOR PRE FA8PoCA1fD NLE15 ~
FlLTIIt fABRIC PER ASTM D2321, IAIEST EOITIQN, ~ = 4' WN. FOR 12'-24" N-12 ,~A ~ ~ N s~m- ro rmai u (w~)' ~ ORFlCE
(YMERE REQUIRED) COMPACTED N HA7(. 8' LOOSE LIFTS = 6~ WN. FOR 30"-60° N-12 P~T TD 9SS IYN. ~F IdAK $PD i~ ~ nu I~oio revaom ~x (wo) mo au~wnv x (sio) ws wa mt raw~ nuvr Umsmu~mrv b l~uol 7~ia~J ,v pa) it (61~ O k 11110)
~ ifN OF Pro( iC 9CI'b 5 BRaNp15 FAYfl1FNi 9fCT011 * H,, H2= 12~ FOR UP TO AN~ INCLU~INC 4$" N-12 ~~p SBRY~soa~~sE~^~~~ CATCH B/~SIN ~ W YRRD INLET DETAIL
= 24 F~R 60" N-12 avu~t r wE pmrt:'w+o' v''~ e~ ss`m"'°'a°u "°reux A~1 ~oa ~,w Tr~w eKUU wm1~s. nE sm eETS@I *Hf aat * FOR L1VE LOAD lNSTALIATIQNS PROVIOE 24' COVER F~t 42'-60" N-12 a~ow ~a ~o~..o ~a. ~o ~~P~.* w~~c~~ MG R61v:M VWi YJSf BF 4R t~Yl T~E COM~ACIION rm,~ ro wau ~o~ ~ ~"P~ NTS
taz cauvrrtHr um w nE roc :or. ~az:cn ~nom iu y~y~ :~uPO~°. imn~uss ~ mi arx°iiu"aro i~gmiiw ec eawrm ro ~n~~om iu w n: o~+o oi+ n~E gzc or U TM~ arxnu aro irvmu sat ~
na woM. o~wn~i iro u ixwuim ox nrc awu ~ mc/as cnv~ er wc uartm. ~a ~enr."~`im ox nrc awuro .'^~----_~`I C~ DUNO S
~~TES N.T.S. NOMINAL DIAMETER MINIMUM X ~ MINIMUM S~i U1~FA~e
12" 0.69' ' 1.04' 1• RE7E~TIOK AND DETE:~~fION SYSTEMS SHALL BE INSTALLED IN ' I 9 ACCORDAtiCE 1fITH ASTM D2321, °STANDARD PRICTICE FOR UNDERGROUND , 9 i YARD INLET
15" 0.68' 1•12~ TALLATION OF THERl10PLASTIC PIPE FOR SE1fERS AND OTHER GRAVITY ,s INS 'a. ` FOR OV~RFLOW ~
18° Q.74~ 1.36' FLOW APPLICATIONS", LATESf EDITION. _ ~8 _ 6 24" 0.84' 1.36' _ 2, MEASURES SHOULD BE TAKEN TO PREVENT YIGRATION OF \aTl~'E , 0
30" 1.5' 1.88' FINES INTO BACKFILL MATERIAL, 1YHEN REQliIRED. ~~eti~~"~~'a+°~"~"" °~`~s - ~ ~:.T~'GZ°4f: o.2e ~~s ~ o.~ ~ STQ >
36" 1.5' 2.21' s~x~s.m..~:~~~:`~` „ - 3. FOR '~{ORE AETAILED INFOftMATION, SEE ADS TECHNICAL NOTE 2.1?0. ~~`~~'~~~R S.YA~ Y)-Y1 PSC ~6-4-98 ~I9Iy-WS ~ RAGE , PlPE , w ~
i 42 1.5' 2.08' , °STORAi 11ATER DETENT[ON/RETENTION SY57EM DESIGN".
48" 1.5~ 210' ~ 60° 1.5' ~ 2.48' I _ ! p RiFIC~
0
~ U Q ~
A• RTA ~ oA'L ~ER~ ~A01WlLED ~+iUN4~E SSIEMS. INC. (~ADS~ MAS PREPNRO J ~ ~ ~ ~ ~
1ws sru~avm ocw~ m oEUOqsrw~~,ws' a~cawor~n ttsruunon a ~rs wrooucn ~~4'ISIONS vo~ n~ o[r~cim wruGncw. n+ enwna+ ro ws' nccau~o~ta~u. n~[ae wr ec mx~x ranoNU. sr~[ a~ wcu. ~cwmupns nut u~ P[xnnar m ms ran~iror+ BY DATE ~ J ~ ~ ~ ~ N ~
SPECIFlCII%NIS /DD A05 NFf0AY1EN6S IfMi ~ PEEQIAR~IfNiS BE PEYkWFD IID z ~
o~ruuum aaav ro ixc uisuuuna~ or aos raooucrs. ~os ws rar ,umaazEU. ~xo rt nuvnxcm oww~cc srsm~ ~c ~ A1fY 02,2B.03 BEWS !A ~1' FOR ~~'u~~~ ~ TM~ OAAiN BT lPPA~I'~ BY I ~'W°'~ 161d 5-27-99 PXC 6-8-39 SfD-702 i ~ m U I
Q Z ~ TYPICAL UNDERGROUND STORAGE DETAIL „ i ~ ,,u,~~u ~~u„ Q ~ o0
N TS ~ ' f-- o ~ z
~ A ~ • J n r ,r /1 : J . 5 LL ~J ~
~ I- Q W s- ' ~ J
- W U rn . ~ Q ~
= ~ o~~ = ' 3 ~ ~ O
' % w N
i~ ~ N~ s'+° J ~ ~~i~ r•' ~e~' U q~~ 2j .~'l~*,e~,
McIN~~,,,i rrr~uiuin~ DRAWN
PUBLIC HECKED ~ q ~ ~ ~~A Sewer CoHection/Enter~sion System
a `Y, ~ ~ ~ . } ~ ~ i ; f~ ~ I~ ~ ~ ~ r ~ i ~~1 I ~'`I \ j ~ o ~ II 1 ~ i I I~'i i, r. ~ ~'1 1~~ I 1~~~ I~ ~ N.~'I'~~ ~ ATI NS AND QTHER PUBLIC n i, , ~ , , i ~ n, U T I L I T Y I N S T A L L 0 a l h e n t s t o t h e c o n n e c t i o n a n d e M e n s i a n o f t h e C i ' s u b l k s e w e r s y s t e m a s s h o w n o ~ ~ ~ .i , The C of R eg cons h P ,
1u r \i J ! ,,.1 ~ 1 i / E~ ~I ~ h.~ f~ ~ i: i >C;~ b n 1 ~i e ~ b o ~ e . L ~ L ~ ~ ' e ~ ~ ~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~ y this pWn. Tha materlai and caistructions methods used for this projeot shall caMortn to the City s Public APPROVED RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS Utilities Hondbooki' standords and specificotions:
ri ~ ~ ~'i, ~ m i ~"`y ~ { i ? ~ ~ ' ~ ~ i T ~1 ~ ~ I, II y^.; T y ~ AS SPECIFIED BY CITY CODE. THESE FACILITIES GMM
~ r ti i ~ ~ ~I'~ ' I ~ . ~ ~ U' NN ~I 1~ ~ ~ -1~r~, i~ ~p ~i I ~ ~i ~~,i I ~ ~ i4 ~ u ,i. ~ ' ~ . 1. i 2i .a e ~ .'s~ ~ ~ ~ i~ ~i b iti ~ b 11 l. ' ~ ~ , j j~ HAVE BEEN APPROVED 8Y 111E CITY OF RALEIGH City ot Raleigh ~~i1;J ~ LLED UNLESS A CHANGE Public UtNities Depatmsnt Permtt ~ START DATE 1.J AND SHALL BE SO INSTA
Y~ .a _ ~ ~ IS AUTHORIZED BE WRIITEN APPROVAL PUBLIC ConstrucGon Approwl SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ute
PRIOR TO FINAL ACCEPTANCE. ~OB CODE
SIf;NATURE~ -
NUtfLII: I I Water DlaVibut(on/Extertalon System
CHIEF ENGINEER The City of Roleiqh consents ta the nonrtecsion nnd aztension oi the C'ity's pu6tic water system as shown nn DRAWING
:hie pian. Tha rtaterial ond constructioris methods used tor thia project shall conform to the City's Public
PUBLIC UTILITIES Utiiities Naridbooks' stadarda and specificotiais: NO. City of Rabigb
TRAFFIC ENGINEER Public Ulilities Deportment Permit #
CONSERVAiION ENGINEER Construction Approwl -
Date D
_ . . _ _

iNU u~ i ~ - / 9. 3~~~ ~ ~ e~~ 1N IN Z1 _ , ~ ~ ~ ~ u , ~ t ~ ' ~ 'i~ ' ~ i ~ y'
~ ~ ~ a. . t~~ .~~f~ i
. , ~ . ~ - . , , . . ,r_- ; - , _ , ~ ~
, , ~ . , ~ . ~ 5~ ~ ~ V . . . . ~ ~ ' . J. .
. ' ~ , . k..,. ~ % ~G~l , - ~ ~ ~ ~ ~~~s = 2 ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ o o~ ~ ~ ~ ~ . . ~ . ~ : ~ ~ ~
, ' ~ ~ , - , - , 6 , ~ , ~ ; / . • ` ' 20' P~tVA E ~ v ~ ~ STURM , I-? - O ~ c > ~
~ ~G L ~ , _ h . - o . = ~ID 1 , 7. . S ~ . , ; _ , / . / . s , l , o _ - < p~ ; ~ ~X .1 4.. DRAIN. E SEMEN~ ~ ~ ~ ~ 1 ' ~ ' ~a _rn°~
t~ ~ ~ ~ ' ~ ~ ~ , ~ , . ; , , A . .1 ~ 7. . ` , , ~ = C7 ~ . ~ -0 Z t0 I~ ~
~ . ~ ~ S _ p ~ . i - 2 ~ , , 0 1 U p>, I~ N(T
,o ~ , ' P EL - -0 . _ E -v - ~ , , , _ _ _ _ a ~ y . ~ . ~ ~ ~ ~ N N (D ~ ~ ~ o m a ~ ~o
s ~ , , - , . r~ , : ~ ~ c~ ; ~ ~ ~ „ o~ ~ ~ ~ ~ , Z c~._ , ~z~~
, ' _ - ~ . - , ~ . cg i . . ~ . , . ~ ' ~ N f~ ~ ~ - ' `F" ~ ~ ~I/ l~ Q m t d' fb
- , , , , l r~, , ' - ' ~ ~ ~ p~ / ~ ~J ~ ~ , N N ~ ~ ~ ~ U) ' ~ ~ ~J ~ ~ ~ _ ~ ~
~ 0 . , . - ~ , tq ~ , , , , . r ~r N- ~ ~ ~ ~ ~ d ~ ~ ' C~ ~ 0~ 0~
2. 8~ / o , - , C~ . 1~ U 1. ~ 5 ~ . ~ , CB n ~ o - _ ; ~
- - . , ~ ~ _ ~ ~ ~ ~ ~ W ~ ~ N Y : ~ _ _ ~ , , ~ 5
, \ _ ` _ ; _ . , - ~ , ~ _ . . . . . . , , ~ . . ~ Q O _ P , ~ ~
, . _ - ; 1~~ . -p ; J ~ s a . f t : -i ~ ~
1 ~ . . . , , _ . , , , ~ ~ o ~ ~ _ , 2,~~. S . i t. : ' ' ; ~ ~ ~
~ _ . , q t31 Jj
. ~ _ fk , ~ ~ ~ ~ . ' „
~ s ~ ~ o ~ ~ _ ~ ~ ~ ~ , ~ ~ ~ ~ ~ _ _ _ o ~ . _ ~ , _ _ _
_ , ~ ~ Q ~ ~ _ ~ ~ a " ' _ - _ ~ = , ~ ,
~ , , ~ - = _ - _ ~ _ . ~ - ~ ~ - = = ~ ~ 2fT , P - TEL RED
~ . , ; , . ~ w, ~
~.Y ' , - ~ _ - , , ~ER ,
~ ~ _ , - - ----K-- ~
~ _ - ~'qY ` ~ 30' EMERGE
~ - ~ _ ` _ _ o ~ ~ ~ a a ~ ~ ~ _ - NTI ~ Y DETE - ~
~ ~ ~ ~ ~ . - - _ . _ - - ~ ~ . _ - , - - - _ _ _ , , S , ' a. . ~ . ~ ~ _
; _ _ ; _ _ . . ' ~ . ~ . _ ~
_ _ _ _ _ _ _ ts _ _ _ _ o ~ ~ _ U /
_ _ ~1. ~ ~ . UT- o _ , _ - , _ ~1. ~ A E _ _ a _ , Q
, , _ _ _ _ - _ ~ _ _ / , , _ _ _ co c~
, _ / _ , , , , _
, c~ _ _ O ~ ,
_ _ _ . . _ , ~ _ ~ i , ~ ~ ~
\ ~ . M ~ N
~
, ~ ~ ~ ~ _ - _ , _ , . _ ~ _
_ o.oo . : _ , , _ , , _ ~ _ ~ ~ _ W ~
_ \
_ _ C~l ~ . . _ . _
_ , \ _ C ~
~ ~ ~ ~ , ; ~ ~ , , ,
WW ~ , ~ W _ , , , o Q
~ ~ ~ ~ ~ C!~
Q~ z
W = O
~
- A S ; A K _ z
n 0 n
24 R C P - GRAPHIC SCALE , _
4n
/ 30 ~ Wz 3~ 0 15 30 60 120 ~
~
n I F 1
8~ RIF IC ~ ~ IN FEET O ORf FI CE c ~ o
, 1 inch = 30 ft.
i
„ ty ~
x „ A
x R
~ t
„ „ X X
X
~ ~ S T
~ EL, 238 EMERGENCX SPILLWAY
E~ 218 EMERGENCY SPILL E~. 217 EMERGENCY SPILL WAY ENCY SPILLWAY EL. 236 EL. 237
EL. 216 EL 217 EL. 215 EL. 216 ~
~ ~ y y ~ r ~ r~ y ~ r~ ~
~ ~ ~
3~nlllrf
n 24~nC1 24 RCP ~ z
0 ~
> W ~
C~ ~ J
} ~ Q
(n > ~ ~
~ J ~ ~ W ~ ~
z ~ N O I- Q
U7ILITY INSI Pueuc U7ILITY INSTALLATIONS AND OTHER PUBLIC ~ m U I
FACILI7IES, I ) 9 The City of Rdaldr emmnb k Uro mmxHm mtd mAensim ot tlro Qt}~a p~lk sa~v eyatan os~ ~mm on~ FACILI7IES, INCLUDiNG SIDEWALf(S AND HANDICAP tnrc aw~. ine motsw mw co~ewet~s metr~ u«a ra mie ~,o~xt mah ~,t~ w ue at~: wdk ~ J Z~ UtAfUec Nm~wln' cWndrde a'd wedRwNone
g ? RAMPS ARE X AS SPECIFlE RAMPS ARE TO BE GONSTRUCIEO ON ALL STREETS 9 ) ~ f~ qty of Rtl~iq~ AS SPECIFlED BY CITY CODE. iHESE FACILI~IES V ~i~ym p~k ~ W~= 0~
X HAVE BEEN AND SHALL HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~e~k~ J~~ ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE
- IS AUTHORI; IS AUTHORIZE~ BE WRITTEN APPROVAL. PUBLIC _ °a1a Q(~ ~
~ - SANiTARY S ~ PRIOR TO FI SANiTARY SEWER EASEMENTS ARE TO BE RECORDED - PUB~IC ~ U J~ PRIOR TO FINAL ACCEPTANCE. ~ wata watra~um~xtem~m syawn ~ Q
SIGNATURE: m. crt~ or Rmay, ~.~m to n. ~~,~c~ a~e ws~~ or n,. a~~+. P~i~ .y~.~, oe ~o~ ~ Uia Dlan. The matriW ond canaltucl(ana meMcds ueed tor thia ~ W ~ um~ttee Nmmcau' aanmdn ona ,yecificnawe: ~°1°~ ~10~~ cmtam m the atra wd~c Z ~ O
J9 CHIEF ENGINE CHIEF ENGINEER aryo+Rd.yn W N
)9 ) j Pub:ic UUltka ~epmtmmt Pmmh j' ~ ~ ~ CanaNicflon ApproM ~ I'L'
° ` PUBLIC UTILI' PUBLIC UTILITIES . . o~
TRAFFIC ENGI r~n~ic ENCiNEER ~ ~ ~ DRAW~I
CONSERVATIO ~ ~~r" DRD CONSERVATION ENGINEER ~~~IIIIIIIIIIlp ` ' HECKED
~ . T ~ ~ p ~N 1/ - . ~N. ,R GMM
~ ~ . • . . yy ` IQ ' ~ ~ APPROVED
~ ~,0 ~ ~ • GMM
~ . - START DA7E
• 11 36 ' = 0' '
' ~ ~Q1/~ ~f~l (~Q~t~ll~l~ ini nnv ~ ~ ~ ~ ~i R n x : ~ : ~ ~ ~ _ ~
" ~r0 L~'-~ niv VI LIVIIVV IIV L~I.~I~ . , • ~ ~ ~ v v v / \ ~ ~1VCl~VUC .
' .
yl ' • < ~''o~i~~r MC1~~a~~`~• < < < OT` DRAWING
99
No.
DIAMETER HOLE AT AN ELEV. OF 232 D 9

~ V' _ v L p r ~ ~ D 2
C ` O ~ ,r „ t ~ . i ~ ,
E . , P tfl ° ' r 1 ~ ~ C? . _ , i ~ ~ ; ~F J? o / , ~ _ ~ , ~ N~ . ~ ! ~ ~ - ~ ~ ' ~ ~ / ~ ~ ~ ~ ~ -I" ~
l ~ ~ ~4 ~ ~ ~ ~ . ~ , ~ _ ~ ~ ~'1~~~ l~ . _ , / ` r~ t / ~ ~p ; ~ - ~ ~ U
til? ~ . ~ ~ - . , ~ ~ ~ . . • ~ ~ J , ; ~,,r~ ~ ~ _ ~ ~
~ ~ ~ ~ J ~ ~ ~ l~ ~ ( . . 1' . ~ ~ 0 ~ , . ~ : _ _ ~ _ _ _ I J ~ . ~ _ , r e..,~ , . , ~
~ 7. . N , _ _ ~ ~ ,I , - . ~ t~' N~. - , _ _ _ _ . ; ~ , , l ~ . ~ ~ . ~L ^ o ~ , ~ , ~ ~ > ~
. _ . ~ ~A - ~ , ~ . • p , c~ . ~ ~ ~ X ` . : ~ . . , w .
~ C~ _o _ i ~ .th - , ~ , _ ~ , ~ , , r . . - , ~,y o . , _ _ . ' i ~ . t~( _'1 , I ~ • O ~ ~ ~ O ~ m 1 a_~ ~ ~ ~
- . ~ ~ , - ' % % ~ - ' ' / ~ _ ~ z ~ . ~ ~-o ~ ' ~ , ~ _ ~ = cn ~ o~ ~ .
1 . : ~ ~ 1 _ ~ ~ ~ U o I~ N ~ ¦ - ~ ~ ~ N N CO
. • ' _ . , / _ ~ . _ . , , ~ _ _ . ~ _ ~ -~11 O ~ O ' - _ _ _ . ~ ~ O ~ ~ _ c, _ - ~ ~ ~ z I I
, , r~, , . ~/f ' _ { . ' ` . ' ~rfi/ . _ . . " . ~ _ I~ cD T C• : ~I _ _ ~ _ N I~
- P; . ` _ ~ ~ . . . ~ A ~ . . ff . V~~ ~ Q ~m~ ~ ~ > O ' * ~ _ - _ ~ V ~ a~
~ _ ~.6 - ND _ , o~~ , - . _ . _ ,Ll N ~ ~ ~ N ~ ~ . f"' N ~ -
, ~ ~ ~ r~ - ~ _ Zq9 , ~ , ~ ~ - " _ ~ I,~ , , ~ p ~ ~ C ~ 0~ f5~ . ~ ~ O ~ ~ 'p~ ~ v
~ ~ ~ ~ a~ ~ ~ , . 3 _ _ _ ~ , , - . o ~ ~ ~ ~ - ~ ~ _ S ~ w
C YSQ~ V E~ / ' p I ~ V r ` G ~ a . . ~ , ~ • , ~ ~ ~ _
~ ~ ~ - ' in ' , ~ . ~ ~ , I ~ ~ ~ , , - ~ , ~ -
, ~ / ~ - ~ _ _ , ~ . , ~ ~ o ,
, _ ~ ~ , ; i ~ , ~ : ~ , o ~ ~ ~ ~ tn ~ ~
~ . ~ ~ O ~ , ~ c.n O p
•Q ~ v Q ~ _ - / , ~ I fn. ~ o . _ : , , o a._ O _ _ _ o_ _ v ~
p~ _ _ F .
' ~ z° ~ - co / , , ,
~ ~o ~ . li : . . ~ ~ p ~ _ _ _ _ wm ' I
<C ~ ~ ~ / - z , / ~ a ~ ~ N / ,r ~ ~i, 3; , fi /f 24
~'0 ~ / o _ _ _ ; ~ ; ~ _ / / _ A ~ ; _ b . ~ !
~ ' O i ~ ; ~ , ; ~ G _ ~ ( . U~ / I
. tfl ~ ~ ~ 1~ ~ , ~ ~ ~ . ; , _ 7 M' ~ ~ i , ~ _ cn
~ ; ~ _ ~ ~ . c.n - 4 - , ~ 0
~ A ~ ~ i ~ _ / ~ ~ ~ Q , _ o ~ z _
/ ~ 1 ~ ~ _ ~ AI ~ _ _ z ~ ~ ~ r , -o
! , , . , - , , ~ ~ : ~ ~ ~ - ~ r ~p~"~~ ~ ~ v - ~ :*~xr'--'°3 ..,~~~C.. ~ . • ~ ~ ~ ~ ~ ~a a~ , ~ g \
~ ~ ; ~ ~ ~ ~ 8 ~ ~ ~ / ) , _ _ ~ i ~ ~ ) ~ ~ ~ 8a W
0 , ~ . ~ _ ~ ~ , ; ~ ~ O N ~ w I / ~
. ~ , ~ ~ ~ . / A ~ p U , ~ , / , ~ - ~
~ ~ ~ ~ ~ ~ ~ ~ ~ , , ~ , ~ ~ 0 - \ C m / ~ ~
~ ~ , ~ ~ ~ ~ ~ ~ , ~ ~ / ~ i ~
~ / \ ~ / _ . N . tP \ ~ Cfl
~ ~ ~ ~ ~ , i ~ ~ ~ / cn 4 , ~
~ ~ ~ ~ ~ ~ i r% ~ ~ 6 o ~ ~
~ ~ 1 . ~ 0 4 z W
~ ~ ~ ~ ~ ~
. i ~ ~ ~ i ~ ~ 0 ~ . ~ , z
. • , ~ ~ ~ ~ c~ _
d- WW
W ~
o ~ ~ 4
~ z ~ W
~ _ 0 - cL
~
/ , ; ~ GRAPHIC SCALE
30 n 30 0 ,5 ,0 6a ,zo z
n r, ~
_ ~
~ ~ IN FEET ~ c ~ Wz
1 inch = 3(} ft W
n ~
n W
_ C~
f ~ X
~ ,
X , ~
~ , X
X
~ . ~
4 ' X EL. 219 EMERGENCY SPILLWAY
EL. 217.5 EL. 218 ~ ~
d X
h~ ~ ry EL. 235 EMERGE ~ EMERGENCY SPILLWAY -
~ EL. 233.5 EL. 234
24°RCP ~ h~ u~ , EL. 231.5 EMERGENCY SPIL h! LWAY
~ rL ~ rL , EL. 230 EL 231 ~
~
24"RCP y r~ ~
24"RCP ~
z 0
~ >
w ~
U ~
J ~ Q ~
t~ >
9 p ~ J ~ ~ PUBLIC z ~ ~ ~
X y ~ s~ ca~~.c~,.w~ sym.~, ~ O C~ O Ths CftY at Raidqh conemb to tlrc wnnectbn wd utmefon ot the CIt/e publk xwm ayafem oa Aom m N m / ~ ~
X th4 plan. Tha maluld and meatructiw metlwM uaed far thb proJrct tlull. autmn. W. iha qtya Puhlk L.L ~yy `l. I UtAlUev HmidbWa'skndmds md apeniknUmc ~
9 y ~YOfR~e~ ~ ~ z ~n auak umi~ba o~wt~r rm,~a i ~
X o w F-- = o0
- ~ PUBLIC Q W ~
» ~ WatQ Ofstr6u9m/ERandm Syaldn \ ~ / U ~ ~ The pty af Raldph ocmm~G to Mc armx(kn mid a~dmehn oi the Cttye pu6lfc roter sptm, oe ahown m
. ~ „ thle plan. Tha mulmid oM wneb~~tbne metlwde uxd for Nla propct 3~all wnMm to tM1a Clt/e P~Ik Q UtilWa~ HondbooNe' rtandoMe me ~ed~eotbnR ~ ~
Gty of Rdeqh I ~ I ~ Pubk U44(tW DeF~rnt Pormk I Z w O
~ ~ Comilw.ikn Approwt W ~ NI~ Date ~ O u J
~ ~ U L~
DRAWN
" UTILITY INSTALLATIONS ANO OTHER PUBLIC ` . ~ ' DRD
FACILI~IES, INCLUDING SIDEWALKS AND HANDICAP ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~~1~~~~au uu~u~~~r ~ _ ~ , ~ AR ii, r , HECKED
AS SPECIFlED BY CITY CODE. THESE FACIL1TlES ~ ° i ~ GMM
~ NAVE BEEN APPROVED BY THE CITY OF RALEIGH ` AND SHALL BE SO INSTALIED UNLESS A CHANCE . ~ ~ ` ' ~ 0 ~ ~ APPROVED
iS AUTHORIZED BE WRITTEN APPROVAL. PUBUC SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ ~ . = GMM
4 ~ PRIOR TO FINAL ACCEPTANCE. ~I T N ~ I\ I Q~ n n C n n n ~ n v 'I C C~ /1 r- n . - START DATE - 3 , „
• . l 1 SIf;NATI lRP • i~; il~l RnX . . ;
. . CHfEF ENGINEER \ v ni \L/-1 vI /-1r f R VA I J JU . ~ U V/\ ~ , r v ii v JOB CODE ,G~
» ~i~~ '
PUBLlC U11l1TIES • '%~M M c1N APPROX 9a `Ll ` 11II1111N~~~~ti,
` TRAFFIC ENGINEER DRaWIN G
CONSERVATION ENqNEER No.
E OF BOX. METAL PLATE WILL BE ON OUTSIDE OF BOX. D - 10

U
~ ~ ~ X U ~
~ v~- t~.
o~ ~ ~ ~ v~
~ ~ ~ ~ ~ ~ O N CO
-I-~ ~ _ CO N c0
~ d I N ~ ~
U ~ ~ Q ~ -pU N ~
~ ~ ~ z ~ FLOW INLET ~ ~ s
PROM TO DRAINAGE MANNING RUNOFF GA 9UM T~ TO TQTAL T~ RAINFALL RUNQFF CaNTRi6. TOTAL PIPE PlPE FLOW AREA A ROU~H N COEFF. CO~FF. (acres) CA STA. TO STA. INTENSl1Y (cfs) INFLOW FLOW DIA. SLOPE VELOCITY 'E VELOCITY 1YP~ Q~ m rn
DRAINAGE REQUIR~D CALCULATED ROAD acres n (C) (acres) (mm.) {mm.) (in.lhr,) (cfs} (c~s) (m) (ft/ft) (ftls) ) (~j5) FROM TO DRAINAGE M A N N I N G R U N O P C A S U M T~ T O T O 7 A l. T R A I N F A L. L K U N O P C O N T R l B ~ p T q~ P I P E P I P E F L O W 1 N L E 1' ~ - - - - - -
TKUCTt1RF ~ ~ ~ GUTT€~t GUTTER SLQPE ( ) 5 A~ - 5.67 gPI2EAp SPP.EAD ~5# I GB#2 d.9 0.013 0.5 0.~}5 0.45 5 5 7.5 3.375 0 3.375 I 5 0.005 3.72 ! 2 ! Y-INLET AP.EA A Rt?UGH N COEFF. COEFF. (acresl CA ST A. TQSTA. f N T E N S I i Y (cfy) IN Ft O W FLOW R i A. S L O P E V Et O C f T Y T Y P P ~,c ) 5 3. 7 2 2 ~ acrea (mfn,} m~n. (in./ hr.} ( c i s? c f s (rn? ( f t/# t} ( f t/s} i c~
0.8 0.16 Q.61 5 5 7.5 4.575 0 4.575 18 0.005 4.2021 SINGL~ (acre5) (n) f ? ( 1 ( ? ( ) ~ ~ )5 4.202 I
CB#~ 0,2 0.8 5,670.90 8.75 ~,l c~2 ce~3 0.2 o.oi3 5.76 Q,75 CB#3 C6#4 0.2 0.013 0.7 0.14 0.75 5 5 7.5 5.625 0 5.625 18 0.005 4.2021 22 0.22 5 5 .5 I.65 !.65 I 5 0.005 3.72 I 2 SIN6LE )5 4.2021 SIN~LE 0.4 0.013 0.55 0. 7 0
CB#3 0,z ,670,79 7 0~75 CB#4 CB#5 0.3 0.013 0.65 0.195 0.945 5 5 7.5 7.0875 0 7.087 I S 0.005 4.2021 5 5 7.5 2.85 0 2.85 15 0.005 3.7212 51NGLE ~ )5 4.2021 SINGLE 0.2 0.0l3 0.8 0.16 0,38 w
CB#4 5,671,106 7,5 7,5 6.14 0,75 C8#5 CB#6 0.2 0.013 0.8 0.16 1.105 5 5 7.5 8.2875 0 .287 24 O.Q05 5.0905 )5 5.0905 S~N~~E 0. ! 0.013 0.8 0.08 0.46 5 5 7.5 3.45 0 3.45 I 6 0.005 4.202 I 51NGLE ~ CB#75 CB#76 - v
C #5 0,8 5,6 0,90 4,44 0,75 C6#6 CB#7 0.! 0.013 0.8 0.08 I.i85 5 5 7.5 8•8875 p .887 24 0.005 5.0905 )5 5.0905 51NGlE CB#76 CB#77 , 2 5 5 7.5 .65 2.63 7.28 18 0,005 4,202 ~ SINGLE ~ ' 0.2 0.013 D.8 0.16 6 ~ t
CB#6 8,75 0,75 CB#7 CB#8 0.2 0.013 0,8 0. I 6 !.345 5 5 7.5 10.087 0 I0.08 24 0.005 5A905 )5 5.0905 51NGLE ~~~~8 0.1 0.013 ~.8 0.08 .7 5 5 7.5 5.25 I3.69 18.94 30 0,005 5.9070 51NGLE
CB#7 #8 0, g,75 ~,29 0,75 CB#8 PE5#9 0.3 0.013 0.8 0.24 I.585 5 5 7.5 I I.88 0 f f.88 24 0.005 5.0905 CB )5 5.0905 51NGl.E
CB~I1 0,5 7,5 6J5 0,75 CB#76A C6#76 0.44 0.013 0.7 0.35 0.35 5 5 7.5 2.625 Q .625 I 5 0.005 3•~2 f 2 SING~E
0,05 0,5 5,67 ,~42 7,5 2~28 0~75 YI#10 CB#I I I I 0.013 0.4 4.4 4.4 5 5 7.5 33 0 33 36 0.005 6.6704 CB#22 )5 6.6704 Y-INLEf
~$#14 0,35 0,8 5,671,687 17,25 4~~~ ~~~g CB#I { GB#12 0,2 0.013 0.5 0.1 4.5 5 5 7.5 33.75 0 33.75 36 0.005 6.6704 ~5 6.6704 51NGLE 0,013 0.7 0,28 0.28 5 5 7.5 2. I 0 . I r 5 0.00 3.7212 5fN6LE CB#77D C6#77C 0.4
B#16 0.5 ~~5 5,671,418 7,5 6~24 1,7 ~g#~2 FES#13 0.05 0.013 0.5 0,025 4.525 5 5 7.5 33.938 0 33.94 36 0.005 6.6704 J5 6.6704 51NGL~ 5 5 7.5 4.538 0 .538 18 4.2021 SIN61~ CB#77C C6#7 B 0.5 0.013 0.65 0.005
CB#17 0,27 0,65 5,67 ,99 7,5 4~ CB#77B CB#7 A 0,95 0.013 0.6 0.5 5 5 7.5 8.813 0 .813 24 5,0905 DOUBLE
0,2 0,75 5,67 ,851 7,5 4~~'1 2~72 . 13 0.85 0.297 0.2975 5 5 7.5 2.231 0 2.231 15 0.005 3.7212 C6# I 4 ADS# I 5 0.35 0 0 ~5 3.7212 SINGLE ~g~~~A CB#77 0.5 0.013 0.6 0.3 5 5 7.5 1.063 24 5.0905
B#19 0,1 0,85 5,67 0.48 6,z5 3~72 1,7
~$#2~ 0.17 0.85 5,670,819 6.25 4,84 1.7 ~~16 GB#17 0.5 0.013 0.5 0.25 0.25 5 5 7.5 1.875 0 1.875 15 0.005 3.72l2 ~5 3.72 ! 2 SINGtE C6#79 GB~80 0.35 0.013 0.75 0.2625 0.2625 5 5 7,5 I.9688 0 !.969 I 5 0.005 3.72 ! 2 SINGLE
CB#z3 0~2 0.8 5,670,907 8~75 6,14 0,75 ~g~17 CB#IS 0.27 0.013 0.65 0.175 0.4255 5 5 7.5 3.1913 0 3.191 15 0.005 3.7212 ~5 3.7212 SINGLE C 80 CB#81 0. ! . 4 5 . 0 3.79 6.39 18 O.Q05 4.2021 SIN6L~
~8~~4 0,15 0,8 5,67 ,680 ~ 5,37 0,75 C6#18 CB#19 0.2 0.~l3 0,75 0.15 0.5755 5 5 7.5 4.316 0 .316 15 0.005 3.72l2 )5 3.72! 2 51NGLE .5 3.563 3.79 7.35 I S 0,005 4,2021 StNGLE CB#8 ! CB~82 0. f 5 0.0 ! 3 0.85 0. I 27 0.475 5 5 7
CB##2j 0.08 ~ 5,67 0,36 3,97 Q,75 ~ 0.85 0.085 0.6605 5 5 7.5 4.954 0 4.954 I8 0.005 4.2021 G6#19 CB#2Q 0.1 0.0 3 ~5 4.202 I SI N G I. E CE3~`82 GB~83 0.35 0.0I 3 0.75 (3.2625 OJ375 5 5 7.5 5.53 ( 3 3,79 9.32 I 24 O.QQS 5.090~ S(~IGLE - ( f}
CB#26 0,1 0~ 5 5~67 A48 ~ 4,57 0 CB~i`20 YI#2 i 0.17 0.013 0.85 4. I 44 0.805 5 5 7.5 6,038 0 6.038 I 8 0.005 4.202 ) ~5 4.202 ) Y-INLEf 5 3.79 2 0.005 5.0905 SINGtE CB#83 CB#84 0.5 0.013 0.6 0.3 1.0375 5 7.5 7.7813 57 4 z
CB#27 O,zS 4~g5 ,671,205 8,75 6,93 0,75 .5 6.038 0 6.038 18 0.005 4202 ~ YI#21 YI#22 0.01 0.013 O.di 0.0001 0.8051 5 5 7 ~5 4202 I Y-INtET CB#84 CB#85 0.3 0.0 I 3 0.6 0.16 I.2 I 75 5 5 7.5 9. ! 3! 3 8.74 17.8 30 0.005 5.9070 51NGLE - Q
CB#27A 0,2 0,8 5.67 0.907 6,14 0,75 0.005 5.0905 6,17 YI#22 CB#23 1.2 0,01 0. 0.66 1.46 I 10.988 10.99 2 )5 5.0905 51NGLE CB#85 FE5#86 0.35 0.013 0.6 0.21 1.4275 5 5 7.5 10.70 8.74 19.4 30 0.005 5.9070 SINGLE -
CB#~5B 0,zz 0,85 ,671,06 6,25 1,0 CB#23 CB#2 0.2 0.01 0.1 I. 2 I 12. I 0 12.19 2 0.005 5.0905 SINGLE ~ ~5 5.0905 ~ Q
B#25A 0,05 0,85 5,67 .241 2,92 1,0 I 0.8 0.12 I.7451 5 5 7.5 13.088 0 13.~9 24 ~•~5 5.0905 ~5 5.0905 SW~LE ~#SOA CB#80 0.92 0,013 0.55 0.506 0.506 5 5 7.5 3,795 0 3J95 I 5 0.005 3.7212 Y INLET ~
#29 0, 0~85 5,67 ~96 7,5 3,07 13.5 CB#24 GB#25 0. i 5 0.0 3 CB ] CB#25 CB#26 0.08 0.013 0.85 0.068 I.8131 5 5 7.5 13.598 I.2 14.80 24 0.005 5.0905 ~5 5.0905 SINGLE ~ ~
CB#30 0,3 0.85 5,67 ~ 7~5 6,29 1, CB#26 CB#27 0.1 d.013 0.85 0.085 I. 98! 5 5 7.5 l4.236 1.2 I.44 24 0.005 5.0905 ~5 5.0905 SINGLE I# A 0.66 5 5 7.5 4.95 0 4.95 15 QA05 3.7212 Y-INLE1' ~ C~ Y 8 U
CB#31 0.2 0,85 5,67 0,96 5,22 1,7 7~46 1,7 CB#27 FE5#28 0.25 0.013 0.85 0.212 Z, I 106 5 5 7.5 15.83 3. I I 18.94 30 0.005 5.9070 CB#32 0,45 ~ 5,67 ~ 05 5.9070 51NGtE ~
CB#34 0~~ 0,85 5.67 1,44 8.75 4~~ 5.99 C6#87 CB#88 0.63 0.013 0.7 0.44 I 0.44 I 5 5 7.5 3,3Q75 0 3.308 I 5 Q.OQ5 3.72 { 2 SiNGl~ ~ U Q
CB#27A GB#27 0.2 0,013 0.8 0.16 0.16 5 5 7.5 1.2 Q 1.2 15 0.005 3.7212 C~#35 0.15 0,85 5,67 p,72 8,75 3,z9 5,99 ~5 3.7212 SINGLE W Z . . . . . . . . U
0,z5 0,85 5,671.z05 8,75 4,31 5,99 . . I 0.85 0.17 0.821 . . . . . , ~
j 0,2 0,85 ,67 0,96 3,85 CB#25B C6#25A 0.22 0.013 0.85 0.212 0.2125 5 5 7.5 1.594 ~ I.594 15 0.005 3J212 CB#3 D 05 3.7212 51NGLE _ CB#90 PFS#91 0, I 5 0,013 0.85 0. I 275 0.949 5 5 7.5 7. I I 3 2.88 9.994 24 0.005 5.0905 51NGLE W~
0,36 0,8 S 671,633 7,5 ~,39 CB#25A CB#25 0.05 0.013 0.85 0.042 0.255 5 5 7.5 I.9125 ~ I.913 15 0.005 3.7212 CB#35C l_L_ 05 3.7212 51NGLE ~ ~ -
CB#35B 0.15 0,8 5,67 0,68 4,07 2,39 I' IW W 5 . . 15 0.005 3.7212 Y-INLET W Yf#88A CB#88 0.7 0.013 0.55 0.385 0.385 5 7.5 2 887 0 2 88 Q~
C#35A 0,85 0,48 8,7 5,99 CB#29 CB#30 0.2 0.013 0.85 0.17 0.17 5 5 7.5 !,275 5. I 6.37 18 0.005 4.202 I B 0,1 ~5 4.2021 SiNGLE ~ zQ
0,8 3,61 6,72 . 0.013 0.85 0.255 0.425 5 5 7.5 3. I 875 i 3.5 I 6.69 30 0.005 5.9070 CB#37 O,Z 5,67 0,90 7,5 ca~3o caa3 i o 3 05 5.9070 91NGLE Q - ~ FESRW# ! CBRW#2 I.4 0.0 r 3 0.65 0.9 I 0.9 I 5 5 7.5 6.825 0 6.825 8 0.005 ~4.202 l FES
0,85 7 Q,96 7,5 3,73 6,72 CB#31 CB#32 0.2 0.013 0.85 0.17 0.595 5 5 7.5 4.4625 21.6 Z6.06 30 0.005 5.9070 GB#38 0,2 5 ~5 5.9070 51NGLE W = Q
~$#3g 0;~8 0~8~ .671,350 7,5 'O8 CB#32 YI#33 0.49 0.013 0.85 0,416 1.01 15 5 5 7,5 7.586 21,6 29.19 36 0.405 6.6704 05 6.6704 SINGLE CBRW#2 CBRW#3 0. ! O.Q I 3 0.75 0.075 0.955 5 5 7.5 7.3875 0 7.388 ! 8 0.005 4.202 I SlNGI.E ~
~$#4~ 0,24 ,855,671,157 7~~ ~ 2~72 YI#33 I.05 0.013 0.55 0,5775 1.589 5 5 7.5 I i.9! 29.85 41.77 36 ~~~5 6.6704 ~5 6.6704 Y~~~~ CBRW#3 JSRW#4 0.1 0.013 0.8 0.08 I.065 5 5 7.5 7.988 0 7.986 24 0.005 5,0905 51NGLE n ~
5,47 2,72 CB#34 0.005 CB#41 0,28 0,75 5,671,350 7~5 0.3 0.013 0.85 0.255 1.844 5 5 7.5 13.83 29.85 43.68 36 6.6704 C@#34 CB#35 05 I 5 7,5 7.988 10 17.99 36 0.005 6,&704 J-BOX I~ 6.6704 SINGLE ,IBRW~4 CBRW#5 0.001 0.013 0.01 0.00001 .06501 5
CB#42 0~1 ~ 5,67 0,45 3,07 3,0 , I 0.013 0.88 0. ! 275 I.972 5 5 7.5 14J86 36.41 5 I.2 42 0.005 ~.3924 C6#35 FE5~36 0 5 05 ~.3924 SINGLE CBRW~S CBRW#6 0.2 0.013 0.8 0.16 1.22501 5 5 7.5 9.188 IO I9.79 36 0.005 6.6704 SINGLE
0~85 0,48 3~18 3,0 CBRW#!6 CBRW~7 0.2 0,013 0.8 0.16 1.38501 5 5 7.5 10.38 10 20.39 36 0.005 6.6704 51NGLE ~
CB#44 0.$S , 0,241 1.83 5~0 i 5.i ~8 0.005 4.2021 Yl#29A C6#29 1.7 O.OI3 0.4 0.68 0.68 5 5 7.5 5. 0 ~5 4.2021 Y-INLET C6RW#7 FESRW#8 0,35 0.013 0.8 0.28 1.66501 5 5 7.5 12.4 10 22.49 36 0.005 6.6704 51NGLE O
CB#45 0,22 0,99 7~5 4~10 5,0 W
CB#46 0,8 0,95 7,5 4,00 S~0 1.12 I. 5 5 7.5 8.4 0 8.4 24 0.005 5.0905 5,0 YI#30A GB#30 2.8 0.013 0.4 12 ~05 5.0905 Y-INLET
CB#47 ~,25 0.8 5.67 L134 7,5 4,37
C$#45A 0.4 ~ 5,671~~4 7~5 4,58 S,0 4, 3 YI~3 I A CBN31 2.7 0.013 0.4 I.Q8 I.p8 5 5 7.5 8. I 0 8. f 24 0.005 5.0905 ~05 Y-INLEl' ~ 5.0905 ~
CB#46A 0,85 p,9b 4 5.0 #SO ~ 0.96 4,03 S,0
CB ~ 0,75 YI#33A YI#33B 2 0.013 0.55 I. I I, t 5 5 7.5 8.25 0 8.25 24 0.005 5.0905 CB#51 0~85 0.96 7~5 5 . Y-INLET N ?C} 5 0905
0,75 5,34 2.72 CB#5z I 0 2 . i.594 0 I.594 I 5 . 2I 2 ~
0,85 7, 4,06 2.7 CB#35E CB#35D 0.25 0.013 0.85 0.2 25 .21 5 5 5 7 5 0.005 3 7 CB#53 0,72 05 3.7212 SINGLE ~
0,8 ,9 6,27 0,75 CB#35D CB#35C 0.2 0.013 0.85 O.I7 0.3825 5 5 7.5 2.869 0 2.869 18 0.005 4.2021 CB#54 0.25 0 5 ~05 4.2021 51NGLE C~
75 7,47 0,75 CB#35C CB#35B 0.36 0.013 0.8 0.288 0.6705 5 5 7.5 5.029 0 5.02 18 O.QQ5 4.2021 CB#55 0,85 , 1,44 1 b5 4.2021 51NGLE ~
CB#54A 0~85 ,67 ,96 6,3 0,75 CB~35B CB#35A 0.15 0.013 0.8 0.12 0.7905 5 5 7.5 5.929 0 5.92 IS 0.005 4.2021 ~05 4.2021 51NGLE
~ 1,84 6.25 ~ 7,02 CB#35A CBN35 0.1 0.013 0.85 0.085 0.8755 5 5 7.5 6,566 0 6.56 18 0.005 4.2021 CB#5 b5 4.2021 51NGLE
5,3 ,7 CB#58 0.37 ~ >671,z5 2 ~
0,75 1,48 6,25 5.72 2,72 CB~37 CB#38 0.2 0.0l3 0.8 0.16 0.16 5 5 7.5 1.2 0 1.2 15 0.005 3J212 105 3.7212 SINGI~
Q, 0,75 5,6 1,27 6,25 5.34 2,7~ CBN38 CB#39 0.2 0.013 0.85 0.17 0.33 5 5 7.5 2.475 0 2.475 15 0,005 3•7212 )05 3•7212 91NGLE
CB#67 0,56 ~ 5,671,58 8,75 ~~75 CB~39 CBi40 0.28 0.013 0.85 0.238 0.568 5 5 7.5 4.26 0 ~,26 15 0.005 3.7212 b5 3.7212 51NGLE
CB#68 0~2 0,75 5.670,851 8,7 ,94 0,75 CB~`40 CB~f41 0.24 0.013 0.85 0.204 0.772 5 5 7.5 5.79 0 5.79 18 0.005 4.2021 )05 4.2021 51N~LE V~IPE DIA + LA DA=t.S X1.5 X DS
CB#69 0~1 ~ 5,6 ,45 3,22 2,54 CB~41 C6#42 0.28 0.013 0.75 0.21 0,982 5 5 7.5 7.365 0 7.37 f8 0.005 4.2021 b5 4.2021 SINGI..F TOtQ~ PIPE PIPE DISSAPAT~R PAD D~JO LEVEL SPREADER
CB#64 0,8 6,25 4,62 2,54 ~,~2 0.1 0.0l3 0.8 0.08 1.062 5 5 7.5 7.965 0 7.97 24 0.005 5.0905 C CB#43 5.0905 (cf s STRUCTURE ~ , ~a W Da ~05 51NGLE Q CALC AND SIZE L~PEC/> CmJ IN) S S I Z E FT FT ~N
0,8 6,25 4,62 B# 6 5 CB#43 GB#44 0. I 0.0 I 3 0.85 0.085 I, I 47 5 5 7, 5 8.603 0 8.60 24 0.005 5.0905 )05 5A905 SIN~LE - 0,5 ~4 ~3 x,s x ~ 5 2,32 X 13 = 30 ~~F,
0,3 5,67 , 6,25 ,92/2=3.9 0, 0,75 C60'r44 CB~45 0.05 0.013 0.85 0.0425 1.1895 5 5 7.5 8.9213 0 8.921 4 ~.005 5.0905 2,3~ FES#9 ~UTLET T~ P~ND 1 b5 5.0905 51NGLE _ ~ ~
B#68C 0,25 0,8 8,75 6.75 6,49 2.92 CB#45 CB~46 0.22 0.013 0.8 0. f 76 I.3655 5 5 7,5 f 0.24 ~.65 f f.8 124 0.005 5.09D5 5.09D5 5~~c~ FES~13 2o x 23 x,.3 ~ 33~93 X 13 2~- 22~, L.~i: ~05 33,93 2~'i~¢. l,w~ a 0,5 36
cB#6s$ o~~~ 4 ,8 5,41 2.92 CBi46 CB#47 0.21 0.013 0.8 0. I 68 I.5335 5 5 7.5 I I.501 6.63 18,13130 0.005 5.9070 CB#68A 4 7. o _ _ ' ~05 5.~ ~o siN~~ 0~5 15 ~ x s x o.4~ 2.5 0,55 X 13 Ip l, F. M~r~. FES#15 ADS STRUCTURE 0,55
B# 3 0,55 5.67 ,75 7,03 0,75 CBt47 FE5#48 0.25 0.013 0.8 0.2 1.7335 5 5 7.5 13.001 6.63 19.63130 0.005 5.9070 ,4 ,05 5.9070 51NGLE _ ND 4 24 ~3 x~5 x, 5 3~08 X 13 = 40 L~F,
B#74 0,2 ~~8 5,67 0,90 6,14 0,75 3,08 ~ES#28 ~UTLET T~ PD 0,5
B#75 0,1 0~8 5,67 0.45 6~25 3,2 2, CB~145A CB#45 0.4 0.013 0.55 0.22 0.22 5 5 7.5 I,65 0 I.65 I 5 0.005 3.7212 - 0~5 36 zo x z3 x i,3 7 4,51 X 13 = 58 L~F, 05 s.azi2 SINGLE 4,51 ~ES#36 DUTLET T~ POND 3
CB#76 0.~ 0,8 ,67 ,907 , 4,59 2,61 - P N 5 ~4 4 x 5 x 1 5 3,99 X 13 = S~ L,~~ Z F~ES#48 ~UTLET T~ ~ D 3,99 0
0,1 4~8 .67 ,454 6~25 4,14 1,0 YIl4~B CB#46A 0,9 0.013 0.55 0,495 0.495 5 5 7.5 3.713 0 3.713 15 0.005 3,7212 05 3,7212 51NGLE _
A 0~44 0,7 5~671,7~ , 5 6~2~ 46A 4 0.2 0.013 0.85 0.1 0. 65 5 ,5 0 4.986 15 0.005 3.7212 CBi CB# 6 - UTLET TD P~ND ~ ~5 x» x ~ 5 2,3 X 13 -~9 L~~~ N ~ES#56 ~ 0, > 2~3 05 3.7212 51NGLE _ a
0,3 0,65 5.671,106 , 6,23 , 4 CB#77D 30 ,s x,s.5 X 1.13 G I8,94 X 13 ~46 L,F, 18,94 FES#78 0,5
0,4 6,25 5~g9 I.5 0.013 0.55 0.825 5 5 7.5 • ~ 875 0 .187 I 0.00 4.202 ! ~ 4.202, ~ ,s X,s.5 X 1.13 6 19~45 X 13 = 253 L,~~ 19,45 0,5 3
11, /2=5. ~ 2 CB#77B 0,95 0,45 5,67 ,4z 6,~5 A o.~7 5 5 7.5 . 2 0 24 0,005 5.0905 05 5.0905 51N~LE 0,5 24 13 X 15 X 1 5 1~ X 13 = 130 ~ 10 FES#91 ~
,67.701 ,36/2=4,6 A ~ ~B#~]A 0~ ~ S 6,25 S G .7375 0 24 0,005 5.0905 C~ 1 CB# 2 0.2 0.01 0. 0.17 I 5 5 7.5 05 5.0905 51NGLE J ~
0,35 ,75 5,67 ,48 ,7 4,76 2 CB~' 0.3 .013 0. 5 5 7.5 10,425 0 24 0.005 5. 9 5 6 2ox23x~.3 7 C~,S X =29CL,F, ~4 2~,49 FESRW#8 0,5 3 ~ 05 5. 9 5 SINGLE >
B#80 0,1 0,85 ,67 0,48 8~75 3~21 0 0.00~ 5.0905 05 5.0905 s~~G~e - T E T T P ~ N D 6 4 X 5 X 1 X = ~ ~ J co 2, 2 9 F E S# 6 1 ~ U L ~
3,99 ~`53 CB#5 . I . I 0. 0, I I. 175 5 5 I I.381 2 CB# 0,85 5,67 0,72 8,75 2,92 I I . 905 ,,,~~uu r ~ ~ ~ . 905 \ ~ A ~ Q N O
0,35 0,75 , ,488 , 5.51 3,2 C~fS F~S~ 6 . I .2 1.972 5 5 I.27 0 0.005 5.9070 0 ING1E ' Q 0 5 5. 9 0 7 S I U I
CB#83 0,5 0,6 5,b7 ,701 6, 1 z ~n
7,Z1 ,4 GB#8~ 0,3 Q.6 5,6 0 ,7~ 6 6 ~.75 5,6 .1 1 ,7 6,89 0,75 CB/54A C6#54 0.2 0.0I3 0.85 0. ! 7 0. ! 7 5 5 7.5 I.275 0 I,275 I 5 0.045 3.72 I 2 - ~ w ~ ~5 3.7212 SINGLE = • . . J Q " ~
# 0.35 0,6 _ . S J ~ I ' , ~ ~ ~
CB#87 0,60 0.7 5.67 ~,38 8,75 8,64 1.0 0,75 ,191 8,75 4,98 3, CBi57 CB#58 0.5 0.013 0.65 0.325 0.325 5 5 7.5 2.438 0 2.43815 0.005 3.7212 - 05 3.7212 51NGLE ~1 ~ Q W~
CB#88 ~~z8 5,67 , 6 4,50 CB1~58 C8#59 0.37 0.013 0.6 0.222 0.547 5 5 7.5 4.103 ~ 4.103 15 0.~05 3.7212 0,2 ~ 5,67 9 ,7 , ` ~ v ~ o~ 05 3.7212 5lNGLE ,~l\, Q
,15 ,72 3,2 CBlE59 CB#59A 0.35 0.013 0.75 0.2625 .8095 5 5 7.5 6.071 0 6.071 IS 0.005 .2021 0 0,85 5,67 8.75 ~5 .2021 ~INGLE ~~''~ii ~ 9~1~~~~~`'~~ W o~ ~
,42 3,27 2,11 0.3 0.013 0. 5 0,225 1.0345 5 5 7.5 7.7588 0 24 5.0905 UTIUTY INSTALLATIONS AND OTHER PUBLIC ~~lt~~~~~~~^+'~~~"'~` ~ ~ O ~ 5.0905 SINGLE Z FACtUTIES INCLUDING SIDEWALKS AND HANDICAP PUBL~C W ~ N
W 0,1 0,75 5.67 16 T Sewer Collection/Extension System J ~ l~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREE S ~
CBRW# 0,1 0.8 5,67 0,45 16 4,08 1,05 5,73 YI~63 CB#64 OJ5 0,013 0.6 0.45 0.45 5 5 7.5 3.375 0 3.375 15 0.005 3.7212 05 3.7212 Y-INLEf AS SPECIFIED BY CITY CODE. THESE FACILITIES me c,tY or Ra~e~9h ~~,se~~9 to the connection and extension of the c~cYS P~br~ gewe~ S~tem as 9now~ o~ this plan. The material and constructions methods used for this project shall contorm to the Citys Public DRAV~N.
CBRW#S D,Z 0,8 5,67 .907 16 1 0.2 ~ 5,67 ,907 5,73 HAVE BEEN RPPROVED BY THE CfTY OF RALEIGH Utilities Handbooks' standords ond specifications
0,35 0,8 5,67 ,588 16 (~1`67 CB#68 0.56 0.4! 3 0.5 0.28 0.28 5 5 7.5 2. I 0 2. I I 5 0,005 3.7212 05 3.7212 51NG1E AND SHALL BE SO INSTAL~ED UNLESS A CHANGE City of Raleigh
CB~f68 CB#69 0.2 0.0! 3 0.75 0. I 5 0.43 5 5 ~.5 3.225 5.4 8.625 24 a.005 5A905 ~5 5A905 SINGLE IS AUTHORIZED BE WRITTEN APPROVAL. PUBLlC Public ut~~ities oevortmeot Permit # HECKED SANITARY S~WER EASEMENTS ARE TO BE RECORDED Construction Approval GMM
CB/69 CB#64 Q. I 0.0 ( 3 0.8 0.08 0.5 ! 5 5 7.5 3.825 5.4 9, 22 24 0.005 5.0905 ~5 5.0905 51NGLE I T FINAL ACCEPTANCE. APPROVED PR OR 0 oate
CB/64 CB#65 0.2 0.0l3 0.8 0.16 0.67 5 5 7.5 5.025 8.78 13.8124 0.005 5.090F ~5 5.0905 SIGNATURE: GMM
CB/65 C6#60 0.2 0.013 0.8 0.16 0.83 5 5 7.5 6.225 ` IN6LE PUBLIC Water Dlstribution/Extension System START DATE
0. 0.24 5 8.025 16.54 24.5 36 0.005 5.907C C8M60 FES#61 0.3 0.013 8 1.07 5 7.5 005 5.9070 DOUBLE
CHIEF ENGINEER The Gty of Ralefgh consents to the connectlon and extension of the City's public water system as shown on this plan. The matuial and constructions methods used for this project shall conform,tb the City's Public JOB CODE
rnyrn~ r^ou~ea n nc n n I~ (1 A (1 7 !1 7 C G '7 G I G (1 I~, I Ci n~ri ~"~7 I 7 Vf1~i R 7~ I ~ ~i~Nr~ F Utilities Handbaoks' standards and specifications:
liDil~l~ 1..D9fbOD V.G;1 V.V I J v.V v.c V.G i .1 I.,~ I..j v i..J .J. r I-
CBt686 C13#68A 0.48 0,013 0.75 0.36 0.56 5 5 7.5 4.2 0 4.2 15 0.005 3.7212 )05 3,7212 OUBLE PUBLIC UTILITIES City of Rnleigh t ~ ~ Pubfic Util'~ties Deoartment Permit #
CBi68A CB#68 0,2 0.013 0.8 0. ! 6 0.72 5 5 7.5 5.4 0 5.4 18 0.005 4.2021 ~5 4.2Q21 SING~E TRAFFIC ENGfNEER Conshuction Rpproval DRAWING
Dote NQ.
CONSERVATION ENGINEER
D

, . , ,1Uy ~ ~,11~ ~ - ~ - ~ ~ ~ ~ D~JC`t ~ j ~ , `~L.l._ ~ , ~ ~ 3 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ , < , , 1 l ~ i ~ ~ ~ ~ . , , , , .
~ ~ ~ 351z , , , . 17 ~i ~ ~ -6~8-~ _ `~55z - ` ~ i ' I ~ ~ ~ ~ ~ ~ 9, _ , , ~ ~ '~I ~ ~ , . , _ - ~ ~ ` - - ~ . PUBITC-~~ ~ _ . r ~ ~ , ~ - , , ,
, - - i _ ~ ~1 ` , ' , ~ _ , - , _ . , , ; . , , . ~ , _ , - - ~ - . , , ~ , _ . , 1 i I (n - , Q~ ~I , . 111 ~ , 6427', t i 1 , ~ "~Serar Callxtlan enabn S em_. _ - ~ = `i ) ~ I U ~ ~ #xt_ y~Fem , _ - ` - ~ „ ; - ~ w ie ,
- , , , 417 1~~ 7~~ ~ - _ _ ; ~ ~ - , - ~ , ~ . , ; . , , . , _ , , , , ~ ' A~~ 18 _ ' ~ , _ Thd Gty,of Ralii¢i coneante to the wnLcUon mid eit~neian ~\dtye.puWic sailer-eymte~ ae ehawn an t _ _ -J , _ ~ - , i ` y`,~', thfe plan . The matend and; tartqtructione'rt~ethods uaed fa this Pro~ 'al~a~~calfam to the G'tya public ; . ' ' I f- - ~ltBft~ Harydboaks atandar~ md'ap~ciflutiai~,_, ' _ - ~ ~ N
0',, 7 ~ i ~ ~ , „ , , , , ~ ~ i ' ~ _ _ t~Y~ ; , . 3415 . ~ - 17a, ~ i - ~ . ~ , ~ , ~ ~ ~ - ~ ~ L.Ly`~ , ; _ , , , , - ~ - - , - ~i ~ A V ' 1 i Q- L ~ ~ Gty~of Rdefgh , ~ I i N N N
, I ~ ~ . R`=' ~ ~ ~ ~ , 44~55 ~ ~ . _ . ~ _ ~ I f , i ~ , l ~ ~ ~ _ _ ' , 1 ~ , , , , ~ , ~ ~ , , , , _ ~ ~ , ; ~ , , ~ ; , , . . , , ~ I _ ' ~ . I ~ , i , ~ ~ RNdi~ UtYitiae',Depat~ripnt PemSit = ~ ; I C> U ~ ~ \ V - - C L ~ x
, ~ ~ - - ~ , ; _ , ~ : _ ~ ~ ~ ~ ~ ~ _ ~ ; . ~ ~ ~ , ~ , ~ ~ ; ~,ii - ~ ~ . ~ , , i ~ , 421 % ! - ~ , ~ ~ ~ i ~ ~ oc3, , ~,~j-' ~ i _ N o j ~ ' f` ~ - - _ _ W , ~ ' ~ 'i 'i .Coribytu' •ai yd ~ Q ~ Q '1 ~ , ~ ~ ~P~W ~V - c\ ! ' ~ Q. ~ O u
, _6- ~ u~ ; r ~ ~ i ~ I~lf ~ ~ ~ . ; Q~S~M D~R , , _ _i~ ~~3, ; j , ~ ~ , _ , , _ - _ _ ; ; I ~ % ~ 1 _ _.,u'~ ~ ~1 ~ i 1~ l ~ ~ Oafe ~ t - ~ 1 - - _ 1 ~ \ ~ ~ ~ ~ i 1 ~ - O . 1~ _ - _ ~ ~ -o = c~ r rn
. ~ ~ ~ - ~ , , - st ! . ~ ~ ~ ~ _ _ , , , , ~ , , . - v~a i ; - c I~ cV ~ \ ~1'~ ~ PUBLIC ~ , ~~'ti , ' ` ~ ~ ~U o
_ . . ~ ~ ~ ~ ~ i~ ~ ~ ~ i , ~ ~ XO , r~ r~ - ~ , Z / 1 ~.6~~ 1331 _ 13~1, 2~3b1 ~ ` ' ~ % ~ i ~ ; _ ~ i ~ , , ~ 33 1 s,391~~ --~360 ~_-fi. ~ ~ ~ , ~ _ , ~ ; ~ r~ta o`~p,t~a«~/~t~s~~ swt~ . ' , 0 ~ ~ o ~ i 1 ~
. 'g- '~~6 25` I ~ - 20 ~ ~ , ~ , r' , - . . ~ ~,24~ ~~3 22 , , ~ < < _ ; ~ ~ ; , , t ''t ~I~Y of~~ak~h`~eaii~ ta th'e conn~ction md ~extanaion af ~ Cli~s public wa6er `y~tem w ahorn a~r"~ ~ i ~ , ~S Z I I i is plan. Tho matefid `qnd'Fonstn~tlons~method~ used,{ar this, shaN canfam t'o !he Ckys Publie I~ (p ( ' U ities `klmdbopk~, ,Ptdoddcda 'and spbcifica$mx , ` ~ ~ ~ _ _ ~
, ~ _ , _ _ ~ t . ~ t ! ~ ~ i~ - ~ ~ - I - i - ` - ~ ~l ~ , ~ ; : i i ~ " ~ v~, ~ ~ bopk j i _ ~ N I~ , ~1 - ',A ~ 1 ' ~ Q ~ m ~ d' 00
' , _ . / , , i I~~ , . ~ ~ . . ~ , ~ i . _ . ' - i ! , . . , . - ~ i ~ . ' . ~ i , - . ~ ~ ~I ~ ~ . i . _ , , . , , , , . . . ~ ~ ~ i , i ~ Citybf Rda~ ~ ~ ~1~ 1 ~ _ - - _ - ~ ~PuWicWNlk D t ~ .it ~ 5 i~ ( ~ ' i`, ~ I O~ ~ v , ~ ~~n f~+. 1 ~ ~ - ' ' ~ N ~ 0~ 0~
~ a ~ ~ 6~18 _ - , , . _ - ~ ' ~ ~ ~ t i ~ i ; ~ , r - ~ ; ~ i ~ _ - ~ 'i r ~ ~ ~ 1 _ ~ N ~ - ~ ,Ceqatructign ApprnwP, ; i _ ~ i ! ~ ~ d} p i ~ . , . 1 ~ ^ - ~ . ~I ~1 { . ~ ~
r.i; A _ , I i ~ 1 , ~ , _ ~ , ~ - 2X ; ; ~ , ~ , ; ~ , ~ . ' - ~ 1 l~ ~t ~ % ' _ _ , i ~ i 1 1 ~ ~ , _ ~ I ~ ~ ~ / ` . ~ ~ $ d' ~ - i~ ~ ~ ~ ~ - ` \ , ~ i j / ~ / I ~ C
, , , - . ~ , - , i ' ~ , ; I r~ - ~ _ , , ~ , , , , , , ~ + ~ ~ - ~ ' i _ ~ ~ ~ , ' i ~ i ~ ~ I , ~ ' ~ ' " , ~ ( U ~ . ~ W ~ i ~ ~ ~1 ~ ` 'i ' _ i ~ / J ~ ~ 1 ' : ~ ~ ~ ~ ; t,~u /
, ; i ~ ~ , ~ i i / ~ ~ " ~ ~ I j I _ ~ , , . ~ I r I ~ i I i . ! ~ i~ " ~ , ' . ~ ~ ' ' ~ ~ _ , ~ ~ ~ ~'i I i ~,r ~ ~ . . _ . ~ ~ ~ . ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ' ~ _ ! ~ti ~''i 1 I " i ~ r'---' ~ , 1~, : ~ . , _
~ . . - ~ ~ ~ ~ ~ ~ ~ . V ; ~ , i ~ _ ' ; , ~ 'i _ i ~ ~ ~ ' 1 ~ , li , F i ~ ~ ~ ~ i _ - ' . ~ ~ , '1 ~ ~ ~ ~ ~ r i t i ~ , i i ~ , , , . ~ _ ~ ~ ~ , . ~ . . . _ ~ 2 ~1 ~ ~ ' ~ ~ ' ~ ~ r ~ ~ ~ ~ ~ i , ' ~ j` 1 ~ i ~ ~ ~ ~ ' ~ ` ~r r r / ~
. , ~ . i . ~ , , _ ~1 ~ , _ . ~ - . ~ . . ` , ~ ti , r , - ` .Y I , , - _ i . ~ , ~ ~ ~ ' ~ ~ Ct! 1 1 ~ 1 ~ ~ I i I ~ ~ ? - ~ , . ~ i , i - . . , , - 1 I ~ ~ ~ i ~ I ~ ~ ~ ~ ' ~ ~ I - - - ' ; ~ ~ " i ~ I 1 A ~ , i I 1' ~ ~ _ „ . _ , ~ i , ~ ~ - ~ , ~ j~ I ~ I I _ ~ ~ ~ ~ I V ; , , ~ ~ . i - ~ ~ ! , ; i ~ ~ • ~ ) i ~ ~ , ; i I ~ f.. ~I Y, ~ - . . i ~ , ; I ' , . ~ ~ ; : ~ -
. , , ~ ' j l I i ~ I 1 ( ~ . i i ~ 1', \ 'i j , Ii ~ , ~ i i I ~ ~ i i ' i i ~ i _ . _ ~ , , , , ` 1 1 ~ ; ~ ~ ~ _ ~ ; ; 1 ' i ' ~ i I ~ i ~ ~ , - ' _ ~ ~ . . ~ , i - ~ \ , , ~ ~ ; ~ _ ~ ~ ~ ~ ` ~ I ~ ' l , I~ C~ ` ~ / ~ ~ ~ ~ _ , ( i 1 ~ I i i ~ / . . - ~ I
~i 1 ~ 1 I ~ . ,i ~ ~i ' I I ~ i ~l ~i ~ li ~ ~ -_i ! _ , ~ r , ` , ~ ` i i'~ ~ I 1'~ I ~ ~ 1~ + ~ ~ I I ~ ~ 1 1 l ~ l r _ - ~ ~ 1 1 i I i ~ . . . ~ ~ ~~I 1 ~ ~ . . . ~ , t I r':; j i ~I, i ~ ~ - ~ . , ~ I ~ ~ ~ ~ ' ~ - ~ ~ ~ i ~ ~ ~ . - f " t I - ~ ~ . ' ~ , I _ ~ - _ , . ~ ~ ~ I ~ j ~ I ~ ~ , ~ `i ~ ~
,I~~ [ , / - . r~ 1 7 , . ~ ~ ~ Il ~ ~ ~ , r . i 1 V i ~ 1 I 1 1 ~I ' _ ~ i ~ . ~ ~ ~ ~ ~ 1 . ~ ~ ~ j i ~I ti~, ~j I ~ ~ ~ . ~ ( 1 ~ 1 ~ ~ 1 - ~ . . ~ ~ ~ , ~ ~ 1 ~ ' i . I ~ , ( . . 1- ~ I , . ~ .A ` ~ ~ ~ ~ i ~ \ I j i~ ~ . . i I i f ~ . i I , ; ~
. ~ . ` . ~ ~ • . ~ ~ 1 , ~ 1 I ~ I i ~ . . ; ~ _ ~ ~ ~ i ~ ~ ~1 r . ~ i ' . I I. ~ ~ 1 ~ i ~ ~ _ _ _ _ ` . ~ _ . . i . I ~ ~ ~ , A: , _ ~ - 1 I ~i ~ _ ' ! i ~ ; , _ , ~ ~ i% ~ . _ . ~ t 1 ~ , I/ ~I ~ i,. . i ~ ~ ~ . ~ ~ _ ~ , ~ ~ ,j~ . ) , : ; ~ ' ~ '
~ , ~ " ' ; ! ' ; ' i ~i ~s ! ' , ~ ~ ~ + ' ' - . ~ } il i I ~ ~t 1 ~ ' . ~ . I . , ~ - i , . ~ I . . ~ i . , , . ~ ( . ~ I i i , , , ~ _ . . i ~i . I f~ _ , . ~f _ !I ~ _ . ~ ~ ~ 1 I i I i i 1 I ~ ~ ~ ~ . •-~t'" ~ i ~ ~ ~ . . . i dG i' ~ ~ ~ ~ ~ ! . ~i _ - ~ ~ i ~ ' ; I~~ 1 i/ ~ j ~ ~ i` i i- ~ J
~ i ~ I~~ ~ , , ~ ~ ~ ~ . I . I ~ ~ , i j r ~ ~ i ~ i . ~ - _ ~ ' i ~ i / l i ' i, i~ C, ~ ~ ~ / , i i' i r; I ~I ~1 ~ ~ ~ ' i' ~i - i ~~i ~ i' ~ ~ - t . . , 1 i , ' . I ~ , ` _ 'I ~ ~i ~ ~ ~ ! I ~ 'i , , ; d i ~ '
~ ~ i~ ~ I , ~ i ~ , i 'I % 1 ~ ~V - ~ , i V i, I , , ~ l ; ~ ~ , ~i ~1 i . i ~ . ~ , . . . , . ~ ~ ~I ~ l ~ ~ . , i i , I . . , , I i , i , , ~ I 1 ~ 1 ! / .i i ~ i 1 I . ~ , . . , ~ ~ I ~ _ _ ~ ' i r i , . I ~ . , . , i ~ ~ , i ~ i, ~ , 1 i~ ~ ~ i , l~ ~ ~ , _ - ~ ~ ~ ~ , P ca ~ i ~ ~ ~'I', j I i ~ , ~
~ . ~ . . ~ ~ . ~ . . ~ ~ . , i ~ . I I ~ . - " . I , ~ ~ , . . 1 t I I , ~i ~ _ ~1J . 'i i i i ~ . - _ . ~ . , l~ ~ ~I i 1 ~ ' ~ r ~ ~ ~ ~ t ~ ~ ~ < < - - ~ ~ . . , , ~ , ~ ~ , ~ ~ ; ~ , ~ , ~ . / 1~ ~ ~ , ~ , ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - j . ~ i i~, ~i~i i , _ _ _ , - ~ i - - i ~i~ ~ ~ I ~ ~ i , 1 ~ ~ . , , i ~ r ~ ~ ~i i.
1 ~ ` - r ~ - i ~ ' ~ ~ ~ ~ ` 1 1 ~ ~ ~ ( ~l ~ ~ _ I I I ~ ~ I i _ ~ ~ ~ , , i ~y~' i~ 1 ~ , , . i i ~ ~ . . Ii ~s ~ ~ - ~ ~ ` ~ ` , ~ ~I ~i ~ ~ ~ f ~ ~ ~ ~ ' ~ , / , I ~ , _ , i~ ~ ~ ~ ;i . ~i ~ I ,l t~ ~ ~X 1 _"I ~ JI~ ~ 1// ~ 1 ~ ~ ~ , 4 O
i ~ ~~1 , ` I ~ , u: ~ ! , l~ ~ ~ ~ ~ ~ ~ I ' ~ ~ ~ ( , ~ - , ; ' _ 'y ~ i ~ i ; ~ , ~ ~ . ~ ~ . ~ ' ' ~ ~ i ~ ! ~ ~ . . , 'i , _ . ; i 1 , 1 1 , . , ' / ~ ! i ! ~ ` x~~ li ~ t ~
; ; ~ , ; ~ ~ ~ , , -C , ro ; ~ - , _ - I ~ ~ ! i ~ ~ ~ ~ ' ~l ' ~1 ! ` , ~ j-' ~ ' I ~ i ' ' I ,p. ~ ' ~ i ~ ~ ~ ] ~ I l' ~ _ f i ~ ~p; • ~ ~I~I l - ; ~ ~ ; i ~ i , ; ~ i , , ; i ~ ~ i~; V /
1 ~ , - . ~ ' ~ ~ ~ ~ . . - " , ~ !1 1 ~V 1 ~I ~ I 4- ~ ? . , I~ r'~ ~ ~ I _ , r - i , , 1 , ~ i , ~ ~ I , i " I ! . ~ . . . . ' ~ 1 ~ ~ ~ 0 . , ~ ' i I ~ ' , ~ ~ l 1 ~ ~ ~ ~ ~V~J , ' ~ ~ f~ _ ~ _ i / ~ _ ~ i j i k` ~ / ~ _ I~ ~1 ~ • , ~ - ~ I I / _ _ ~ . ; i ~ -
~ 9 ~ i i ~ . . ! ' 1l~ 1 4 ~ ~ . r , 1J C~, ~y~ ~ , O` ~ ~ % - - / i ~ ~ ~ ' ~ ~ C ~I ~ i i .
- - ~ ~ ~ . ' ' , ~I; 1 ; ~ i a . ~I , , ~ _ , ~ , ~ _ - , ~ _ ; ~ . - , . , , , ~ ; , ~ ~ ; ~ ; ~ ~ A ~ ~ ~ ' / ~ r ~~i L' ~ I~ ~ ~ ~ ~I . , ~ ~ ~ 1 ' I'/ j 1 , `~1 , ~ ~
_ ` ; r ~ t ~ ~ ~ i` , , V' ~ ~ ~ ~ ~ . . , I ' ` ~ 1 ~ ~ i i i 1 i I~ ~ 't In i _ ; _ _ ~ , ' ~ ~ ~ ' ~ ~ ~ ~ I i ~ ~ / ~ r % i , ; _ ~ ~ l ~ j ~ ; ~ , _ ? ~ ~lJ , s~] ~ ~
. 1 , ~ i , ~ . ~ ~ V' _ i ! , ~ , ~ _ , , ~ ~ ~ , _ - _ i ~ ~ i , , ~ ~ ~ U~2SH7AREA,_ ~ ~ ' ~ ~ ~ " ' ~ ' ' _ ~ ' i ~ ' I' ,/i ~ :i ~r ~ ~ ~ i . , J~ - ~ , ' . ~ I ~ ~ . _ . M ~
! ~ ~ ~1 , ~ 'i i ~ 'i ~ ~ ~ ' ~ i ' . ~ ~`1 ~ ~ ~ ~1 ~ / - - ~~~1 . , . _ I ' ' i i / _ . ~ , - _ ~ , , ~ . . '~i = . V , . !I I ~ i . - ~ , ~ , . ' W ~ ~ ~ ~1 ~ i ~ ~ . I
~ ~ ~ ~ ~ ' ~ ~ , , . - . . . , ~ ! I ~ ~ ' VE'' ' ii i ~ ~ i . . . . . i , ~ - - ~ . ~ ~ l I I I ~1 , ~ ~ ~ V ~V ~ 1 ~ , : ~1 ' ~ ~ ~ ' i ~ , ~ 1 ~ A ~ % ~ ` , I~ , . ~ ~ ~ i I f > ~ I ~ ~ ~ ~ ~ - - ~ l ~ i . ~ ' ~I ~ . , ~ ~
j%~ ( / ~i 1 . ' ` J . ~ i ' ` i < < \ I / ~ ~ , I I 1 ~ ' i I ...,`y'- ~ ~ ; \ ` I ~ ' \ :I. " - 1 f/ n
/ - _ ~I ~ ~i ~ " . , 1 ~ ~ ~ ' ~ , . ~ ~ / { I i A ~ 1 , ~ I, ~ i l ~ I / - , ~ ~ ~ I ~ . i ~ ~ ~ ~ ~ . ~ ) ' 1 • ~ ~ ~ 91 I ~i~ ' ~ ; ~ 'i V / _ ~ ~ A i ~ , ~ ' j- ~ . - ~ I ~ ' ~ _ , ~ ! ~l _ r
~ ~ , . ~ ~ , ~ . ~ ~ - ~ , . ~t - _ - , ~ , . ~ ~ ~ ~ , ~ ~ , . . \ , ~ i , ~ \ l 1 . . ~ ~ . ~ . . ~ . r s . , . , . I . . . , i , . , . , . . ~ . . ~ . . . 1 ~ ~ i ~ ; i , ' ~t j . . SHE _ ~ ~ , ~ - ' ~ ~ r' Eo , - ~ ~ ~ ~ z ~
' ~ \ r ~ - ' / i~ , - _ , . ~ i 1 ~ A ~ ~ ~ ~1 ~ ~1 ~ ~ i ~ I ~ ~ , I~ i . . I , ~ ' - 1 i~ ~ ~ , ~i ~ ~ A ~ t10~ " ! ~ i . , . ~ ~ , , , , .
~ . 'i r _ ~ . , . _ , ~ ~ 1 . - , ~i 1~ , w ~ H f ~ ~ ~ ~ E ; ~ , , . , - I~~ I f ~ ~ , . , ~ ; U , , , ` ~.1 ~ ~ - i ; , ~ _ _ , , ~ , ~ ~ ` i l Poio ~ _ ~ _ _ , ~I ~ ~
~ . 1~ . . - . ~ ' ~ . . , , ~ SHm9 ~ ~ ~ ~ ~ ~ . ~ . , . . . . ~ _ . x ? l , ~i 1 ~ , _ . . 1 i ~ _ ~ ~D9 ~ ~ ~ 1~ ~ . , - A ~ i ~ ~ , . , ~ , ~ ~ ~ ~ 'i } ~ ~ ~ ~ ~ ~ ~ ~1 ) ~ ~ ' ~ ~ / ~ _ ~ . , , _ - '
. - 'i . ~ . . ~ , i ~ ' . . ~ \ , I I , . . . . . . , ~ . , . . , I . _ . ~ . . . . , . . , . . A . - J' ~ . - ~ i . . . . . -w.~. / . i ~ , . . . , . ~ . ~ ~ . ~ , . . ~ . , ~ ' . _ ~ , _ _ . I ~ _ ' , i . ~ / ~ „ , I ~ ~ , ~V ` ''`„rt_ ' ` ~ ~ _ _ ~ " ~ ~ ~ , , - , , ' , i; , ~ , ~ , ~ ~ ~ ~ ~ i - ~ - - - - W ~
~l , , ' ~ ~ . r i _ - / t (l ~ ~ i ~ i ,.'2~ ~ ~ ~ , ~ I ~x L L..~- ~ i ~ ~ , ~ ~ . - - _ _ i - - , . ~ ~~L, . ' ' ~ P _ ~ - < ~ - ~ - :GR , , , _ _ W , - , , , , -
~ 1 ~ , ~ , ~ . . ~ _ , ~ ~ ~ ! , . . . , . . , 1 ` ' I ~ . ~ ' . ~ . ~ ~ ~ i ~ r ~ _ . _ J _ ' ~ 1 / / ~ ~ i I , - rn~ ! _ , ; _ . _ ;~15 RO - , W ~ ~ , 31N A~~ ~ , , , - ~ia rm ~ ~ ~ rywwaxits 5 ' ; _ _ _ , . ~
~ ' ~ ' ' I ~ _ . . _ ~ ~W ~ . ~f ' ` / ~ i - C~ , Q +c.,,er"5'•~,,.~r,~, AG ~ , - - ~ ~ ~ i ; ~I `
il l ` , I ' ~ ` ~ ~ ~ l 1 I l I ~ ~ . . I i . ~ . . ~ " _ - ~ ~ ~ ~ ~l-ST~~G~ ~ ~ ~ ! ~ - _ ~ _i _ ~ ~ EL . - ~ ~ , - _ . . ~ _ , _ ~ ~ , _ . , _ , , , . . , , , _ . N vEL ` ' ~ - ~ ' ~ ' ' , , _ ~ ~ ' Q ' - W~
~ ~ i ' . ~ ~ - - - _ - - i 1 ~ ~ i ' ~ ~~f~0~1D - ~ ~ . - , - - ~ ~ r; i - qD s ; - ~ . i - _ i % I ' - ~ I i , ~ ~
~ ~ _ ' > i I ~ , ~ _ , ~ - i , ; ~ ~ ~ . _ , ~ i ~ . _ , r ~ i l ~ w~tl~ e~ua~ - ; - , ~ ~ ' ' ~ ~ r.uo~l- ~ , ' , ; I ~ ~ ~ ~
~ - ~ ~ j ~ - ~ - , - ~ - ~ ' ~ ~ < i ~ ~ 1 , ~ ~ ~ ` , ; ~ ' ~ i . _ - - ~ ~ ` ~ i i _ . 1 li ~ ~ . . - . . ~ . ~ ~ . , ~ i 1~~11 ~`T nI ~ ~ I ~ ~ 1 , ~ . , , , , , , ^ , . Jdl~v `t ~ ~ - _
_ , \ _ ~ ~~4 . ~ . ~ ~ . ~ . ~ . . , . . . . ' ~ / ~ . \ . . ~ . . , ~ ` . ~ . . ~ . - 1 _ . It i . \ . . I , _ . . , . . , ~ _ . . . _ . . I~ ~ . I ~ ~ _ . . . . . . 1 . ~ . . . . , . . _ . . . . . . . . ~ . : . . _ ' _ i ~ ~ , ~ , ~ ~ ~ . < < - _ . . _ , , .
; ~ ' ~ ~ . . I ~ • ~ ` - _ , ! ~ . ~ ! ~ - ~ ~ ' , ~ 1 ~ _ _ ~ ; ; ~i ~ i ~ ~ _ , ~ ~ , - + , ; ~ ~ ~ ~AD' ~ ~ , X ~ _ , . , _ _ -0 , - - - _
~ _ i , , , ~ _ , ; = ~ , ~ , ~ ' ~ _ , ~ , I i ~ ' ~ , , i ~ _ _ ~ W _ ~ ~ ~ t~ - _ - ~ , ~ ~ "
~ - , ~ ~ I ~ ~ . - ~~i ~ t ~ ~ ! . - 9 , - j~ i ~ i . _ ~ ~ ~ , i ~ ~ ~ - ~ ~ ' ~ ~ . ~ . - i ~ \ . - , , ~ . . , ~ A , . , - - ~ - _ , - ~ W
, . \ , . , . ~1 , . _ , 1 . . ~ ~ ~ ~ ~ - ~ ~ ~ - ~ - , ! ! ~ ~ . ~ ~ ~ ~ , ; , . . . . _ - ' ~WATER F1EV ,lI1LY 2005J=209.35 i i : ~ ~ , -
. , ~ . ~ , ~ \ . . . ~ . . ~ . , , . . . ~ . ~ ~~V ~~l . ~ ~ , , ~ , . ~ . " ~ , . . - . , ~ . % ~ ` ~ , ~ . . . . ' , _ _ . ~ , . , , - . . . - _ _ ~ . ~ " _ ~ _ , ~ \ . . - , , ~ NO PIPE FWNfr- SEA(7CH FOR IT UNC0I~ERE~ ~ I I ; / - . _ ' ~ . ~ NO7HING. APPEARS WATER IS DftNNING OUT OF ND ~ i ~ - _ ~ c' - ~ • ' ` " ~ ~ - B H ALONC NES OF POND ~ i, ~ < < / Y DITC T 5DE . i i ~ .
- ~ - - . . ' . ~ ~ ~ . . ~ . ~ ~ . , ' ~ ~ ~ ~ . , . . . . . . ~ ~ . s i ` . . ~ . , _ J i / / ! j . . . ~ . ~.i ~ . ! ~ , \ , ' ""ap~ ~ ~ ~ ~ ca " - ,
, 1 ~ ~ ~ . i I A,1~ ~ ~ , ' , . ~ , . 1 ~ ~ ~ ~1 A ~ _ i ~ ~ ~ - ~ - i~~l~ ~ 7 i ~ ~ ~ 1 . - ' ' ! - - . , , , J , , , , ~ ~ + ~ 1 ~ i _ _
,+r - _ i" . . OI~ . . ~ r~i. l - . ~ ~ , . . i. l .~j° ~ ~ 1 ~ ( i ' r.: ~ . 1 ` . Jy.-' ~ i I . . . ' ' , J ~ 1 `!,T ~ ~ ~ ' , ~ ~ : ~ - - . _ _
- ' . 1 \ \ . . ~ T~ ~ _ _ ~ _ ~ ~ ~ ` I ~ _ ~ i ~ ~ , ~ _ ' - I f , ~ ~ ~ •i ~ ~ , ~ ~ , _ = , ~ , i ` : ~ ~ ' l r(~ 1 ~ -Q ~ M,a ,waf / O ` ~ - I I ~
. _ ~ . , - ` . . , ~ i ~ ~ ~ ' i ~ , , ~ , _ ~ , ~ , ~ _ - 1 ` ~ ~ ~ 'i 'i ~ ~ _ ~ , i ; . _ , ~ ~ ~ , i , , ~ - ~ ~ ( y~ ` - _ J l~. - ---y`,---~ ~ ~ ~ ~ ~ - - ~ I . _ ' ~ ~ , t ~ ~
; _ , ~ , . . ~ . \ _ ~ i 1 i .I~ . . 1 . . . , , - . . ' , ~ . ' - ~ - _ 1 ~ ~ - , ~ . . - . , . . , . , , _ - ~ I ~ _ , ~ , , , . .
~ - " . i ~ ~ ~ ~ _ ~ ~ ~ ti 1 I , , ~ _ . - _ = ~ ~ ~ . . ~ ~ ~ / , ~ ~ ~ , _ _ - ~ '\n 1~ ' - , . . , . ~ . . 1 i . . . ~ , , . , ~ _ _ , ~ = - _ _ _ . _ - _ - - , ` _ _ ~ ~ ; f
' ~k ~ . . . ~ . . ~ V • , ~ ~ _ _ . . . , ~ , , ~ ~ ' - - . . • . . _ . _ _ ~ i ~I . . 1 . . . ~5• ~ ~ . ~ , . . ~ ~ _ . ~ ~ 0 ; . . . ~ -~~.'@ \ ~ _ ~ - , i r i . ~ ` \ ~l . ~ , - ' ' ~ ~ ` , . . - - _ ~ ~ ~ , - G~: - \ - ~ ~ . ~ ~ , - ~ ~ ~ . - ~ . . , _ _
. - . ~iC . ~ ~ . ~ . _ - - - - rF ~ I. -r-'" ~~7 ~ ~ ~ , . _ r; 6 ,~l - - ~ ~ ~ ~ i ~ ~ = A ~ 1~` ~ V~`~ , ~ , _ _ , , _ , . ~ ~ _ . , _ - . , , , , , , . ~ ~ ~ , ~ ~ , _ , _ - _ - ~ ~ - . . ,
- ~ _ - 'g ; ' l , _ i . i ` \ ~ _ ~ e~ I - ~ ' _ _ _ , , - - - J', ~ ` ` . ~ ~ , , ,l , , ~ ~ ~ , . ~ - ~ ~ _ - _ , , , . . . ~ _ - ~ ' , ~ _ - - I ,
. . _ ~ , I ~ , ' , ~ , . I ~ f i ~4.\ ~ - - - " . , ~ ' . , - '1, ` \ ~ _ , ` 11 ~ ( ~ ~ , , , i , ` . ~ ~ ; ^ _ _ ' ~ . ~ ~ ~ , ~ ~ . , / - ~ 1 :i i ~ . ~ ~ ~ _ _ _ , . - , , ~ ~ ~ i ~ - , - - _ ~ ~ { , __r----~ , ~ I , ; Q _ _ - ~ ~
, _ ~ ~ . _ ~ ~V ~ ~ ~ ~ ; ~~i ~ 'i ~ ~ ~ , ` ~ , - ~/''N / `U ~ ~ ~ ~~i' - , . . , . , ~ , , • ~ , . .
_ - ` _ . \ - ~ 1 1 i ~ i - _ ~ 1 ~ _ ~~1 i ~ i i ~ , ` \ _ _ ~ - , = r , ~ ~ ~ • ~ ; ' ~ _ _ ~ - - _ ~ ~ ~ . ~ ~ - ' - . , ~ , ` ' , , . ' . ~ Q, - _ ~
~ ~ ~ , . ~ ~ ~ ~ i j ' , ~ ~ , ~ j ~ I i ~ ; ' ; , - - " = , ~ _ `i i ' , , _ ~ ~ ~ ~ ~ , S 1 ~ ~ i i I ~ ~ , _ , . ~ ~ , , ~ ` ~ . ~ _ ` - - ~ ~ , , . - , _ - - ~ ~ _ , ~ ~ + ~
- . i ~ ~ _ . l ~ . , , _ , , ~p,~ , _ - ; ~,t I ' '1 1 ~ 1 j' ~ ~ - ~ ~ ~ ~ ~ ~ , I~ ~ ~ j ~ i ~ . j , . ~ - . ~ . . . . , - . . , - . 1 ~ ~ ~U,~7~: . , - \ ~ - ,
_ . . ~ ~ . , ~ , 'I ~ i, , . _ ` . . ' . ~ , . _ , . ~ ~ ~ ~ - - " ~ . . - .L' 1 ~ ~ : ~ . . , 1 ~ I ~ I . : ' ' ' . , , , ,111 , ~ ` _ ` ` _ ; ~ ,I
; ; , . i , , , 1' , ~ i i ~ ` , , . _ _ ~ ~ , - , _ ~ ~ ~ ~ ~ ~ ~ _ , I ~1 ~ i ~ ~ ~ ~ = , . _ ~ ~ ' , _ '
. , - - I ' ~ , , ~ _ - ~ ~I - - _ _ _ _ - _ ~ ~ ~ j ' ; ~i ~ ~ ~ - V~ . ~ . ~ - . , , .'ti-- ~ - ~ ~ . . ~ ~ ~ r~ ~ _ V ~ •~~~1- ~ i . ~ '
i i , ~ ' ~ ~ _ i ~ ~ ~ ` ' ~ - ~ ; j ~ 1 \ 1 ~ \ ' ` - .7 Y . ~ 1~' ~ i' i ' . ~ ' - - ' ~ 10 S= - -
_ _ - - ~ ~ ' " ~ C~ ~ ~ ~ , ~ ~ , i ~ l i ~ i ~ 1 _ ~ , l _ ~ , , ~ . , ~ , . , 'l 'I 1 i 1 ~"tx. . ~ - ~ / _ - - ~ i ~ ; ~ _ ' _ - ~ i i ~ \ A~1,A _ ~ - ,
i ` " " _ . '1 . / . . . . ` . . ' . ~ I , i ~ ,i~~ ~ ~ , i ~1 - r~ ~ _ ' - ~ ~ ; /,r i, I ~ 1 ~ ~ ,1 1 ~ ,1 - ~ ~ ~ ~ , - .
, , . . ~ . ~ ~ ~ ~ , ; , ~ ~ ~ ' - i ' ~ ~1 _ - . ~ ~ . " . - . .
I i ; ~ ~ , ~ } ~ , % / i , ; _ , ' ' ~ - ~ ~ ! ~ - ~ I ` i i ; , = . _ _ _ - - I , _ . i _ \ i ~ ~ % i ( i I j 1 ~ ~ 'i . . ~~i~ . - . . - _ ~ ~ ! I 1 ~ ,1 i ~ - ~ - - ~ _ i i ~ 'i ' ~ ~ I . , _ _ , ,
- ~ - - " I ~ i ~ ~ ~ 1 I - - ~ ~ ~ l~ ~ I I ~ ~ ~ ' - . - . , ~ _ ~ I ~ ~ ' i ' i j i' i ~ ~ , Z
~ _ / ~ 1 . . _ _ ~ ~ 1 f ~ ~ i . ~ , ~ i~~ , , . I ~ , ~ . , . . 1 I ; ~ ~ ~ _ - i - ~ ~ - i ~ ' - . , I I 1 _ ' .i / ~1 ; ~ , ~ ~ , ~ Q
. << „ . i, ~ ~ / ~ ' ~ ~ ~ i ~ ~ ~ ~ - - , ~ . ~ ' ' ~ V . j : ~ . , - , ~ ~ ~ , i i ' _ '~,~CBA ~ ~ r' ~ _ ~ ~ - ~
~ _ ~ , i - . ; _ ~ - 1 . ~ ~ ~ ; ~ - , - , ; ~ ~ I N ! w ~ J ~I ~ ~ - , , ~ ~ ~ - - I ; ~ , ; i~ ~ ~ / _ - ~ ~ ` ^
, I ~ s Z , ~ i ~ I I '"50.60' - - - ~ , . ~ ~ ' I~ . . 1 ~ . , = ~ ~ ~ ~ ~'i . . . ~ ~ O . . . . ~ . . ~ . - . ~ I - - ~ - ~ -
~ ~ - ' ~ t ~ _ - i ~ ~ i . i~- - ~ :l. ; , , ; , , - U ; . , ~ . , ~ ,
i I ; ~ , , _ _ - ; - ; , _ , - . , , . , , , , , . , ; i ` , ( G . ~ _ _ ~ o . 1 ; ~ , ~ : ~ ~ _ % ~ , / ~ , , ~ ~ . . - _ - - - ~ , : ^ , , , ; + , : . . = - _ _ _ ~
~ , ~ ~ ' : ; ~ , - m ' ~ ' ~ I _ " ~ ~ _ i " ~ ; - - ' I I ~ , ~ - o ; 1 M W , , _ Q . . ~ - -
, , _ . ; , ; - ~ - ; , _ , ; _ ~ - i I i ~ _ ~ ~ c.~ ' ~ ~ ~ - - ~ . _ . ~ o _i - - , , , - - i r , / . L~l _ ~ . _ _ . . cU _ , _ . . _ . ~ ~
, , ~ , , ~ , ~ _ - _ ~ . - - _ , _ , , , ~ - ~ _ , , , . - ~ ;i~3~ _ ~ ~ ~ t~, ~ , - J ~ ~t ; , ~ : - ~ ; - - - ~ , ; ; ..w - - ~ _ ~ _ _ : . . - , ~ ; ~
_ ~ ' ; - , , E , ~ : - ' _ - z~f~t- ' - ' r~, , ~ - ~ ~ N O , ~ ~ , - - r;.: , ' ' ~ ~ ni
_ i ~ ( , - ~ , ' _ , ~ , - ~ . , , , _ , _ _ , _ _ - ~ - _ _ .Q , ~ m U I "
„ • , - - - - _ ~ - , , , . , , ~ i - ~ _ l , , . ~ ~ iER ELEV (1 JULY 2005)=22 40 . _ - " ! ~ ~ - - ~ i ~ ~ , ~ - , , \ ~ _ J - ~ - ' ~ ~ - ' . ~ - ~ Q Z ~
. ' OP Of 4" CAST IRON _ ~ . ~I ~ ~ PLUGGED PIPE= 216.0 ~ - _ ' ~ - ~ ~ ~ ~ _ - - " - - ~ ' ~ ~ ' - , , a I\ _ ' t ~ , ~ ~ ~ _ .1,~6.6A ~ . ~ ~ ~ ~ ~ i ~ ' - W ~ = cn
. . - _ - _ h. ! _ ~F;-_-, , , - _ , , _ , , , = - - _ - i ~ ~ - ~ ~ ~ ; - - - _ _ ' 4:f~'~ ' , - I _ ~ ~ ~ _ - j , ~ ~ , - ~ ~ ~ i ~ ~ - ~ ~
- ~ , r _ ~ . - , , , _ ; : ~ ~ ~ ~ ~ ~ .L _ _ ~ , I ~ W i J Q ~ ~
, , ` ~ - , , , ' ~ ~ - , ~ ~ , _ ~ ~ . . _ . _ , , . - ~._EXISTINC~-- ~ ~ i ~ " o^ ~ > v ~ rn i ' - ''1 , \ J ~h ~ ~ ~ , " - . , ~ Q ~ , ' / (n ~ ~
. _ , - ~ - • ~ _ - _ _ _ ~ ~ , c-' ~ ' - ~oFCR~j( _ - _ - _ r_~ - , ~ , ~ . ~ ~ - ~ D , . , MANHQ~E ; ; , . , ~ ~ ~ , ~ . , ,
- ~ ~ ~ ~ _ ~ . ; ; ~ _ ~ , , , . , ~ • , . „ _ ; ~ - ~ _ - , ~ _ _ ~ ~ ~ ~ ~ ~ - , . - - ~ ; ;~i ; ; _ w N , . ~ r ~ ~ - ~ O ~ cn , ~ i 1 , ~i ~ 1 U ~ ii
_ _ _ = i i I ~ - ~ ~ ~ ~ _ ~ . ' _ _ , ~ _ _ I I ` _ ~ ~ i , ' ~I , , ~ , ~
. - ~ . ~ , ' ~ . . • , _ _ - ~ ' ' ~ ' 1~ ~ . ~ ' I ' ~ , i, , I , ~ . . . . . . . . \ ~ . . \ _ ~ 1 ` _ ` , ~ ~ , ~ ~ ~ ~ , ~ ~ ~ ~ ~ - - - DR,4YYN ~ ~ i -.1 i 3
~ ~ ~ , . . - ~ ; . 1, „ . . ' . " . . . _ _ _ : i ~ : . ~ ~ ~ I _ - _ , - - 1 ' . '1 . , ' . . . . ~ . - _ . , ~ i ~ ~ I . ',i ' . _ ~ ~ ~ . . 1 . ' I ' ` ~ A ~ - a ~ DRD ~
_ , ~ ~ ~i _ _ . ~ ` I ~ ~ , , , - ' ~ - ~ UJ1L14Y'~JS A7 i I j . , , , ~ ` , j , r, _ _ AC~U~iE3, ` ~ _ 1 ~ ~ ' ,I , o ~~UJ1L14Y'~JS A L1~TI(~VS AND OTidER PUBLIC ~ ~ , , 1 . ' j , , nl ' HECKED ~ , ~ , i" 1 ~
_ - , _ . , , - _ _ - - - ~ ~ - ~ _ _ - - u , , , ~ ~ . , ~ , , ~ i ~ ~ ~ _ . _ i . , ~ AC~U~iE3, . LI~DIN~G SID~~YALKS~71 HANDICAP~, , ~ ~ ` ' , ~J U, ; , , ,;~,<<, , , 2 „Q,, GMM z A~IPS ~IR~ ITQ ~E CONSTRU TED ON ~ STREEI'~ , ~ ; ~ 1Q ~ N APPROVED °
. - _ , ; I ~ ~ ; ~ ~M s R~ , _ . ~ , , , . - . , (~~RAPH~~C S~ALE , ~ ~s~~~aFl~d; - ~ . _ ~ ~ Y~' ITY` ODE. SE FACIL~TIES i ( ~ ~c c~ AS ~SPEqFl~b~ ~ ~ ; C~ , , ~ ~ ~
_ , _ ~ t i~ I C ! ~ \ , ` f~. usvF. dFtn~t n u~svF dFtn~t nPdr~nvFn ai~,naF cirr~nF ani Fir.~ : l ~ J I i , ~ n~~~, ~:~~~A ~
- - - • ~ ~ , o so I~ zao', ~ +oo 'AND SH~LL ~ 'AND~SH~LI~~~ SO I)VSTAILEd~UNLESS, A CHAWGE ' START DATE
_ ~ ~ IS~ I~UtF1t~RJZ~I . , , . ~ . , , ~ ~ PUBLIC w I~U~ ROVAL IS~ RJZ~D ,BE`WRITTEN AP tF1 ~ ~ ~ ~ l~
` ~ , ~ - - ~ ~TARY~. SEV s~NI PRIPR 'flN, , ~'s~NITARY, SEW.Ek EYISEMtNTS Afi~E TO ~E RE(',ORDEU F 4 ~ PRIPR IFIN4 7#fPTANQE. I jp JOB CODE ~
~ - , ' . , P A i ~ ; , , , , GN~TURE~.~ ) u~ ` L C183 - w cr ; 549-4 1.78A o
, ; . i ; 1 , o ~~nch - ._L_ o rt N /F , ; ; ILn i ~i i -
, ~ , + i , ; 1 _ ; . NGINEEI CHIEF - ~ ~ N~~~ _ PI~ ~ . . / _ 7 4 . `-O j , P4ILT,,M9fNEEZIR-r lOJ DRAWING
J - - - . . ~ , %p , ~C UTfGTIE P~c ymu¶~~ - 0 , NGl. aa~
l ~ D -i4 _ , ' 1 ~ . _ 79 _ ; , , , ; fRAEF A -t~ENGI~) : 0~ ) 8.146 ~ - _
~ ; , , , . 'fRAEEJ~ENGINEfR ~ ('o 1-
, , i _ E661 ; ~ Y.. s~RV9n~t a _ PIN# _ ,2 ' .E661SERV9TIOM1( ENGINE50 S-1 ~ A2 , _ 6a -4
~ . i ~ i ~N QRI F'::~ R TV, RP Y , 7 nll,-l~-.~ D- n , , - ~ ; ~ _ ~ - = co
a

, ~
; , ' 1~U ~ ll~ ~~c~+ ; ~ ~ . , , ~ _ ~ _ , _ . , s~- , ~ • , , ~ ~ i ~ - _ _ ,j ! . ; ~ . . . , . . i ~ 1 ~ ~ . ,I . / ~ ~ i l ~ \ ~ ' ~ ' I' ~ , ~ ~ _ .
~ ' ~ - ' - ~y , , ~ ~ "CJ , ~ 17 ~ ~ i ~ 1 - - 35 2 : ~ ~ I ~ ' , ~I . - , - ~~~52 1 i 4 • . , . ; , , , ' _ i ~ ~ ' PUB17C~ - y ~ - , i 1 i 1 . , , ~ ; ~ , \ ~ ` ~ ~ \ ~Sewer Collectlnn{~kenuon SysFan, - - } ~i - ' 4 U
, , , , ~ , ~ C;~' ~ , _ ~ _ _ ~ ; ~ ~ , , - , , , ~ 00 ~ ~ , ~ ; , _ z ; ~ ~ , ~ - ~ ~ ' _ ~ ` _ ~ ~ , 7 , , The, Cit of Ralo_ coneente ta the wn~ection md ext'~neien-of.fhe_CIEys.puMk eewar-a3~e~n_ae ahcim on . t ~ i ` Y-. ~ I ~ ~
~ - - , ' ~ - . i ~ ~ ~ ` ~ - ~~1~11 ~ _ 6427 ~ _ i ~ ~ ~ - ' ~ , ~ ` thle plan. . Tha matenal and,~taiqtrucGons'rt~ethods used fw thie pro~ecl`sl~d~ wrLfam to the Gtys PuMic i, , ~ . . _ - _ _ _ ~g~, PfD i ~ ` lltilti96 Hapdbooks atandardh and`~ciflcatioiis- N
, ~ 417 t~ 7 - ~ ~ ~ { ~ , ; ~ ~ ' ; ; . ~ ~ . ` . ' 0~1, A~, 18 ; ~ _ ~ ~ ~ i 11f} _ , , ~ . ~ , ~ - . _ ~~~415 _ ~ _ ~ - ~ ~ i - i ' \ V - - ~fED i R~- _ ! Q- L ~ ~ ' ~ N N ' ~ ;z . Cky~of Rdd~ _ ~ , N 'i ~ 9h , ~ ~ ~ C > U
_ ~ i _ ~ 44;55~ ~ I I t l , ~ - ~ A . . ~ ~ , , , ~ , ~p~ ~ ' i ~ ' ` ~ Q i ~ , , I , • - ~ ~ , _ _ ~ ~RubfiE UWtiea~Depatniqnt Parri4ft / . . ~ ~ ` X ~ I ` _ _ ~ C ~L 4-
~ ~ ~ - ~ j ~ ~ , ; ~ ~ - ~ . , ' ' _ - - „ . - _ ~ ~ i; . .+.r _ ; -rl J ' ! t>I , i ~ ~ ~ _ . I ~ ~ - -~4z1 ~n~qy, r l l ~ , - _ ~ 1 ' ~I ~ 1~ `.Caiahu~~~'a1 oval ~ ~ 0 0 ; I ; ~ ~ ~ ~P~! ' . ~ - O L~ `~7 ~ ~ ` ` ` ~ - ~ 0) ~
- c~N ~ % Q-- - - W ~ ; ~ ~ ; i r ; r Y~ o , . ~ . ~ , ) ~ r ~ - _ _ _ , _ L « . . ~ . ; y.~ tl B~.~S~M ~ ~ . ~ , ~ - ~ ~ DR - ~ i l ~ ~ ~ Uafa ~ ~ ~ = O ~ ~ ~ ( ~ ~ ~ ~ ~ ~ , ~ - ~ ~ ~ 1 ~ L ~ ~ I C~ I'~ rn
' ~ : , - - tf1 - 't'1~;' r . ~ f'`A. l , ' _ ~ ~ - , i _ ~ , ~ ~ ~n a N % - r ~ ~ ~ - i ~ ' ~ - C f~ N 0~ ~ PUBLJC ~ ' ~9 . U ~ N N ~o
- . ~ ~ . i' ~ . ~ . - - ~ xo ; , r~ ~ ~ ~ Z , 3.6~~ 1~331 _ ~1~9~1~ 2~b1 36 -~:a; ~w~ u: ~ i , _ ~ _ Water Digtributlan/Exhn~(o~ Syatan ' i ~ _ ~ J ~ ~ O ~ ~ ~ ~U ~ ~ ! dRy of ~ale,gh Fonsent@ to ttie conn~ 'on mid -extenaian of'tl~ C4t~s publk water ~y;tem as shoNn I ~ - ~ ~
_ 3~~ 1 , Q_ _ ~ , ~ ~ 3,391~ - ~ ~ . _8- ~~~7 ~~~6 25~~ ~24~~ 2~3 - _ 20 ~z;~ ~ s~., ~ , . , ~ ~ , Is The mqtetid' d stnutlons~.meUmd ~usad a thls' siwdl oontam iu !he Cit ~s PuW'~ i ~ ~i Z~(,p . i , a~ . 4" `f.o" # ,,-f, ~ Y tx, , (n U~71tiq Mandbopk~''~tdn da'qnd sp~ciflrn~Ons ~ ~ _ _ ~ N I~
~ y~ ~ _ . -c - _ , ~ , , _ r~ ~ l _ _ , ~ i . , ~ - - - f ~ ~ ~ - - r , . ' ~ V , - _ i ~i Q ~ Q] ~ d' CO
- ~x ~ ~ ~ ~ i i ~ ~ ~ ~ - U _ . ~ l , _ . ? , ' i ~ ~ - ~ i - i \ Cfty'bf Rd~e'~ ,il ~,,`1 '1 1 i , 'L ~ ~ - _ , ~ ~`,Publ~c.uH~nfe1 oep~rtm~l'Pennit i, i >r ~ ~ N i-..-. , ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ' ~ 5~18 ~ ~ ~ I 7.8 ~ ` _ " ' ~ ~ ~ ` ~ ` , , ` ~ ~ ~ , ~ ~ - i , i A i . l~ , l . I ~ ' ~ a; 'I / ~ , ~ ~ ~ ~ CbrZatructi4~ tiPRrow~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ _ ~ , - , ~ ~L S ~ ~ ~ ~..i u
I . . . ~ ~ . 1~ . . , ~ . , ~ _ , I ~ l _ - ~ _ . . . . . ~ . I~,)~~ - - y. 1 ~ I ~ ~ . ~ ~ ~ ~ ~ / ~ , ~1 . . . ,r~ . . ~ ~ ~ ~ I ~ 1 . . . , . , _ ~e ~ ~ 1 1 ; / ~ ~ py ' 1 ' , \ / ~ I C ~ ~ ~ , ~ ~ ~ / ~
. ~ ~ ~ . . I ' . 1 ~ ~ . . , . ~ , , ~ ~ ~ r 1' f 1 W , ~ ~ l 1 ~ , ' , f ~ ! ~ 7 ~ i i ~ i r'- ~ ~ /
~ , . , ~ . - ~ r! . ~ ! I . ~ _ ~ _,_~_i _ , ~ . ~ ' I ~ ~ I ~ ' i i ~ I ~ , ; , , _ , I 1 I , ~ i ~ i i~ ~1 ~ ; . j / . j, - _ - i ~ ~ i / ~ - ~
, ~ ; ~ , I i ~ , ~ ' ~ r` ' i~ I ~ , ~ i i I ~ ; ~U , , : ~ i " _ ~ ' I' ~ ~I ~1 i i ~ i i j ~ ~ i' . ; _ ~ ,r ~ ~ ~ I ' , ~ , -3 ~ ~ - I.~ ' ! ~ i ' r ~ , - " ~ PQ _ - i' 1 ! I ~ I r / ~ ~ 1 t' (J
. ~ ~ I I ~ ~ - _ ; ~ I • , ~ ` ` . ~ 1 , ~ ~ I i ` i i ; ~ I , r i , - , . . . . . ~ ~ _ i ~i _ i ~ , ~ . ~ _ I ~ t ~i r i ~ i 'i y i ' - ~ ~ ~ i-. - - ~ ~ ~ 1 r ~ ~ / ~ 1 ~ . i , + ; i ~ j , f I ~ 1~~. _ - - ~.k;' ~ . ~ ,
~ ~ , ~ ~ - ? - ~ 1 ~V i ~ I i~ ~ i ~ ~ ' ~ ~ _ ~ _ - , I i ~ ~ ~ ~ ~ I ~ ~ ~ 1 - '_`,7~ t f t - ~ ~ ~ , ~ ~ , j ~ - / f 1 / ~ ~_`;i$ ~ _ ' 1 j I 1 ' i - j f _ I % ~ ~ / . - , r . i~ ~ i ' i' . ( ~ ~ , ' ~ - ~ ~ ~
~ I , ; ~ 'l f I ~ ~ ~ i , ~ _ - ~ I ~ ~ ~ ~ I ' I i ~ - ~ ; ~ ; _ ~ ; ; ~ , ; ~-1 ~ Q _ - ~ _ ~ I ~ , ~ i~-~ i ~ ~ , ~ ~ i ~ - - - - , i ~ . ~ 1 I ~ I J 1 i i. , ~ ~ _ . ~ r ~ i ~ ~ r' , , ~ ~ ~ ~ .
u: ~ ~ ~~i ~ ~ ~ i ~ . ~ I ~ ~ _ - ~ I ~ . i ( ~ ~ ~ ~r ~ . , ~l~, 1 ~ . i , i i . ~ ~ _ 1 _ ~ i , ~ , ~ ~ . ~ ~ ( ~ , . ~ ~ , _ i , _ ~ . I , 1 ~ i~,1i'- . ~ i ~ i ~7' I ~ . i , , ~ i ~ ~ I - / _ - ; ~ ~ ~ ~ ~ ~ i 1 ~ _ ~ ~ . ; , ~ ; , - - ~ ~ i i ~ ~ `i ~ I [ i + ; _ ,
~ ~ ~ 1 . 1 ~ ~ I i , 1 ' . ~ ~ ~I . _.s+~ . ~ . . 1 - ~ i , . , I ' . I ~ "Tr" _ , ' ~ ~ ' ~ , ~ ~ ~ ~ 1~ - ~ , ~ ~ ~ ; . , ; ; ~ , , ~ ;i, - , ~ ~ ~ , - , ~,1~. ' , r~ ~ ~ i ~ ~ ~ , Pp;~t j . , ' ' i i i ' ' i ,p r ,
~ _ ~ . . ~ . ~ ~i ~ . ~ ~ . i ~ _ . ~ . ~ . ~ , I 1 ~ . . , , ~ ~ ~ ~ 1 ~ . ~ ' ~ ~ ~ , ~ ~i . . . I ~ ~ ~ ~ ' ~ ~ ~ : . . , i ~ ~ ~ j' 1 , , i ~ ; _ i ~ ~ j ~ j ~i I I i/ j ~ i` i
' ~ ~ ; i~ I . , , ~ , ~ ; ~ ~ ; ~ `l,~ ~ ~ I ~ ; I I ~ ~ - - i'1 / ~ ; ~f ~ ~ ~ ~ i ~ ~ ~ ~ ' ' ~ ' , i ~ , , r~ ~ ~ i 1 i ~ ~ , , ~ . . ~ ~ ! j ' /
i , ~ . ~ r i I ~ ~ ~ ~ I ~ ~~l i ~ 1` I ' i ~ ~ _ ~ ~ i • ~ ~ i ' , ~ ~ ~ ~ ~ ~ ! ~ ' ~ ~ ~ ~ ~ - ~ / ~ i ~I i~~ ~ ~ ~ ~ ~ ~ ` - _ , ~ ~ i ~ i ~ ~ti ~ ~ i ~ ~ ~ ~ ~ i
~ - I - ' ~ ~ ~ i , , ~ 0~~ ~ I ~ i ~ ( u , j ~ ~ ~ .~r ~I 1 - ~ ' ~ ~ ' ~ I ~ ~ i ~ ~ ; ~~I ~ l i ~ ~ ~ - - f.: ~ ~ 1 ~ ~I ' i ~ 1 'l; r I ,i , ~ ~ - I ~ i ~ 1 ,
i ; ~ ~ ~ , ~ ~ ~ ~ , ~ N ~ - , ; _ ~ ~ l , , ~ , ~ j i ~ ~ l ~ ~ I v O , _ , ~f ~ _ ~ ~ ~ , ~ _ ~ . ~ _ - ; - _ , ~ - _ . _ - ~ . ~ , , . ~ , ~ i , . . ~ . ; ; , O ' ' , ; i i b ; ~I , ; i ~ ~ ~ ~ i ; ' - ' - % ~ - 7 ~ ~ ; i i ; ~ , i~ ~ ~ t I f' ~ 1 i~ ~ ~ i' _ ,j', '.1
~ ~ ~ i ~ , ~ ~ ; ~ ~ ~ , , _ . _ ~ ~ I i , ~ ~ ; ~ ~ , ~ ~ , I ~ ~ ~ : I ? ~ ' i 'I ~ l , 1 i t ~ ~ ~ ~ ~ i ~ I { ; f~. ~ ~ ~ / i ~ ~ 1 .~:1 I;~. ~ ~ I ':i`~ ~ jl~~ t ~ -
~ , I ~ , / ! , - , _ _ r , ! ~ ~ . 1 ~ 1 ~ . , ~ ~ ' ~ i . , . 1 ' t ~ / ~ ~ ~ ;~r~ i ' ; ~ ~ ; , ~ , ' ; ~ i I j I ' 1 i i' ~ ~ ~ ' +i; - i ' ~ ~ I i / i i' ~I ~ I i'~ ' ~ J ~ r ~ ; ~ ~ ; ~
~ ' , i ~ ~ ~ t , ~ ~ ~1 ~ " i ~ ~ ~ ~ 1 ~ ~ 1 ~ ~ ~ , ~ , ~ ~ ~ ~ r ! ~ ~ ~ ~ ~ - ~ ~ ~ I ' ~ i ~ ~ ~ ~i~ r~ , r ~ ~ , , _ _ _ i . , _ ; ~ , ~ - - I , ~ - - i ~ ~ ~ ~ ~ ~ c~~ ~ - O i ! ~ ~ ~
_ 1 ' 1 I 1 ~ 1 , i ' ~ 1 ~ ~ , ! ~ " ~ ~i . , ~ i t~~ < ~ % ~ , r I _ / I-V ~ N ~ . , . . , ~ , , ~ t~! ~ , ~ , ~ ~ ~ ~ ~ - - I ~ " ' ~ ~ ~ ' , ~ ~ ~ ~ ; ~ ~ ~ ' ~ ~ i~~ ~ - _ / ~ ~ ~ ~ , i,, ~
. _ , , ~ _ , , t ~ i _ _ , , l I , ~ ~ i 1 , 1 . i , , i i ~ _ ~ 1 I ~ 1~ ' ~ V' I ~ ' a - ~ f i i , ~ ~ j ~ ~ ~ p.'i _ ~ j~ i _ ; ~ j -
~ I ! ~ ~ 'i ~ ti ~ i % , ~I ~ , ~ ~ ~ I 1 , ~ ~ ' ~ ~ ~ ~ ~ ~ - ~ ' ~ ; ~ , - 1 i ; i~ I I , _ / : - / 1 ~ , ~ ~ ~ l~; i I '1 ~ se~ ~'i ~w ~ ~
_ ~ i~ r ~I t ~ ~ ~ _ ~ j ~ 1 ~ ' ~i ~1 , , , ; ~ ~ ~ ' ' ~ I 1 ) ~ ' ~ ~ ~ ~ ~ _ ~ ~ i ' ' ~ ~ i, ~ ~ ' _ = ~ ~ ~ i ' ~ IF~ . . . i ~ ~ / ~ ~ ~ t G ~ ~ . , ~ ~ ~ i 1 l I' - ~ i Ii ` i"„ ~
11~2SITYMEA ~ ~ i I . ~ ~ ~ ~ I I ~ , ~ ; , ~ , . i ~ , i ~ , ' , ~ ~ ~ ~ _ . - ' ~ I I ' ~ 'i ~ ~ ~ , , I~~' i i ~ A / I j ~ i ~ 1 r i~ : i ~i ~ - , ' ~ I / - ' I' 1 ~ / ~ /
I ~t ~ , ' ~ . ~ ~ ~ i 1 ~ , , 1 , r , ~ . , t ~ t . _ j~ j i i 't ~ - 1 ~ ~ 1 i I ! ~ ~ . f~ ~~1 ~ ~ ~ . ! ! ~ 1 l , , ~ I~ \ _ - , ~ i ~l / I' i _ , , . , i i i ~ ~ ~ ~ ~ ~i , i l . iV' ~ -
1 1 j ~ , , { ~ ~ , - - j , _ _ i , ~ ~ - / . , . i ~ ~ ' . 'i ~ 'i7-.- ~ ~ ~ ~ ~ , . ~ , ' r _ ~
_ ~ ~ i ~ - - i~ ~ ' ~ ` ' 1 _ . , . ~ , ~ ~ I ~j~ ~i i l SHER - ~ i I ' . ' V l , ' i , . ~ , , ~ , ~ i j : 1~ , i / 9 - / i , , , . , : _ ~ ~ ~ , ~ , ~
, _ : i i - , _ 1 ~ I i ~ ~ ; _ ~ , / , ; ~ _ - - % i~ ' , ~ ~ 1 _ I ~ ,Q _ A ~ /i _ ~ ~ ~ ,s~e ~ , ~ ; : ~ ~ , , ~ ~ / ~ ~ , ~ _ ; ~ ~ , X I ' ~ ~ _ ` ! ' ' co - ~ v
~ ~ ~ ~ ~ . ~ ~Q / i I ~ j I ~ ! = ; ~ ~ , _ ~ o z , , ~ , - I ; rt~„ ~ ~ ~ 1 ~ J ~ W , ~ ~ ~ ~ ~
~ , / ~ 1 ~ ~ - ~ _ , ~ ~ . E ~ , , ~ , N~ , I[' i ~ ~ ~ ~ ~ ~ ~ / ~ ~ - U L i ~ ~ / i' ~ , j' I'~
r I - I . . / SNmS ~ ~ ~I ~ 1 I 1 i , . . . . . . ~ _ - . . , , ~ - /r ~ . . , , _ ~ . , _ , 1 _ i , _ , , _ , . _ i . " -,--1 ,f-- 1 ` ~ ~ i~~ , ~ , ao'° j ~ ~ I , , , ~ ~ ~ ~ , ~ ~ - - - _
~ 1 , , . ; , . . _ ~ _ ~ ` - - ' - , - ~ \ `~„t~ r~ ~ ~ . ` ' ~ - . ~ ~t~ . ~f~~ i j~ ~ - - . ~ ~ \..J , p~ , _ ~EL: ' ' ~ . I--- -
, ~ r~`~ r'- ~ ~2( , , ~ , - - i ~ ~ ~ ' , ~ ~ ~ ~ ~ ~?C. _ , y l - ~ , ~ ; . , _ , _ , ~ . . ; - ~ ~ - . _ > ~ , - _ _ S ; ~ , . , ~1 ~ A , ~ _ _ _ - W
. ~ ~C' , ~ ~ ~ ~ .Y ~ ~ 1 / ' ` . '~.~1'~- . . ~ ' ~ i i `7a ' ~ ~ i~ i I ~ 1 ~ N ~ r ' - _ r ~ R ~ ~ ; i~~` ~ ~ia e~n i ~ m1s ~ ~ ~ ~ ~ - ~ , , i M~' ; - , ~ - - - ~ (n Q
r - _ I . i I _ ~ ~ ~ ; ; i~ ~ i~~' - G ~ C1~ a ~ ~ ~ - _ ~ ~ . _ - _ / I . , I ~ ~ ~i / I ~
' f " ~ ~ ! ~ ~ , ~ _ ~ _ - ~ ~ , , ~ ~ ~ ~ ~ ~ , ~ ' , ~ - - I ~ i ~ I~T~~G ~R-~vEt ~ _ - , ~ , ~ ~ G ~~R-~vEL , _ Q r , ~ ~ _ - _ , W , , .r _ .
- . ~ - - . i r , -~-AD , , . ~ , , ~ _ _ i - _ r - - - ; ; ; , ~ i` ~ ~ lR , i ~l~ ~ - I - - ~ ~ I l ~ i ~ - , , _ _ ~ ~ ~~~~~-~o ~ ~ ~ ~ z ~ _ z , , , ~ ~ ~ _ - . ~
~ I S _ - ' - - - - ~ ~ ~ ~ ~r ~ ~ ~ ~ j ~ ~ ~ \ . _ \ ~ ~ ~ ~ ~J:' _ ~ ~ ~ ~ i ~ ~ ~ ~ ! ~ ~ ~ ~ , . ~ I , ~ ~ ~ r , ~ , ~ ~ ~ ~ - , , - w ~ - ' ~..1 rsad r.uat , I I }~n - ~ ~ A i ~ ~ ~
i i , I i ~ ~ _ _ I ~ ~ ` i ( ~ ~ ~ ~ • ; , , ~ , , . ~ , ; - - ~ , , _ , _ , _ ~ ~ ~ I _ ( ' , _ , ~ ( _ . ~ ~ ~ , V/ , ~ ~ r ~ `'I i ~ . " - - , - , - ( ~ ~ ~ ~ - ll 1 ~ , _
, _ . , ~ ll'1 ~l~X ~ Y--, , r ~ , ~ ~ ~ , , • _ , ; . . • , . ~ _ - ~ , . , ~ ~ ~ ~ ~ ~ ~ , . ` , , _ , „ ~ ; , ~ . , ~ ~ ~ ~ ~ : , ~ ~ , , , , ' ~ ` ~ ~j` . ~ - - , . , . . _ _ . _ , . _ , . . _ _ _ _
_ , , ~ ~ , ~ ~ - ~ , ~ i i ~ ~f11 , ~ f _ , . , , , , b _ i i ~ i~ 1', ~ _ ~ I ~ ~ ; ~ _ ~ ~ - ~ , ~ ~ ~ , _ ~ ~ ~~D' ~ ~ - _ ~ ~ , ~ . ~ ~ _ ~ ~ ~ _ ~ , , - , _ - _ W _ ~ . - -0 , . ` ' ,1~~
~ i I i , ~ , - ~ ~ , ~ ~ l i~ ~ ~ , ~ - ~ _ i ~ I ' ' _ - ~ ~ ~ i---- i ! ' ' ~ ` ' ' ~ ~ ~ . ~v ~ ~ . , ~ ' 1~ , ~ , ~ ~ - ~ ~ ~ _ , ~ ~ l , ` ` , \ - .
_ . I . , , ~ ~ ~ , , _ ~ _ , - . , A , . ~ ~ , _ ~ ~ ~ ~ . , ~ ` , , - - _ ` ' , _ - , ~ _ , i , ~ , - _ , ~u, - W ~ ~ - , - - ~ ~ ~ ~
- , i , ~ - \ 1 ~ ~ ~ ~ , ~ - _ ~ , 1 , ~ , ~ ~ . ! ~ ; ~ _ ~ r . . ~ - , - ~ , . ~WATER EIEY 1 JULY 20D5 =209.35 . 1 . . ~ _ - I NO PIPE FWND- SEARCH FOR IT IJNCOVERED ~
~ ~ ~ , - . - ; . . , , , . . - , , , , ~ . . _ , ~ , ~ . , _ _ _ ~ _ ~ _ _ ; , ~ ~ NOTHING. APPfARS WATER IS DRAINING OUT OF N~ i, I ~ _ BY DITCH ALONG MEST SIpE pF POND.
- . ~ . , / ,~j ~ - , , ' _ ` I ~ - ~t ~ j ! V~~, j ~ , / ~ i . . ~ ~ , , ~ , , ~ I , , ~ \ - nr~f ca _ - , - ~
~ , . ~ ~ ~ ~ ~ ~ l: _ ~ _ ~f~' ~i ~ ~ ~ ~ ~~,~A . A , ~lJ 1" / ; ; ( . ~ ' , , _ ' , ~ = - ~ ~ _ ; ( / / / ~ ~ ~~1 , /!i ~ ' - ~ _ - ` I - _ ; ~ ~ , ~ - ~ • , ~ „ ~ ' ~ ' ~I 1~a~ ` > > ~ - . i '
, _ _ . . . ~ . . . ~ . . , , ~ ~ i i , _ r i i ; I / ~ I , I ' ~ ~ r.~ ~ ~ , ~ `t+ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ . _ ' i ~ i ~ ~ ~ ~ - . , , . _ . , , _ . , ~ ~ i i r' ' 1 ' , ~ ~ ~r
_ ; . ~ \ ~'t ~ ~ ~ ~ , e-C~ , _ _ . . 7 f . \ ~ , _ . , , . ~ _ . . ~ ~ I ; = ~ , _ ~ ' ~ I ti? i ; , , . , , % ~ , , _ " ~ - , ~I ~ ' ~ ~ _ - - _ - - ~ ~ ; , , , ; , , , ~ , I ~ ~ ~ , - _ _ I . ' I`I ~ ~ , M~t MRf ~ U ~ _ ~ ~ ~ - _ . \ ) , . ,J ~4_--.
~ , . ~ - ~ - ~~I~ ~ r . , , ~ ~ ~ ~ ~ ~ , , ~ ~ i ~ ~l~ ~ ~ . ~ ~ - - - - ~ , i ~~I ~ ~ - , ~ i ~ ~ ~ ~ ~ I ~ . ~ . - . . I~ ` - ~ . ~ . . . . i 'i ~ \ . I _ . . _ .
~ I ' i ~ ~ ~ ~ ~ , . 1 '~l ~ " _ ~ - ~ _ ~ ~ i ~ i 1 , , - ~ ,1 ~ , . , ~ , i ~ ~ - / ~ . . , , ~ ~ ' ~ ' ~ \ ~ ~ . . . , r ~ ' . . . , 1 ~I ! ~ _ ~ . i . ~ i . ~ • , ' ' . , V , ~ ~ ~ , ) ~ . . . ~ _ . ~ ~ ; . . ' - . - _ , ~ ~ ~ ~ ' . . 1 , . - •1 ! ' i _ ' _ - _ - ~ ~ ~ l .r.. .
, . ~ , - ~ - I ' , - . ~ ~~~1~'t ~ ~i . , ~ ~ . _ - . I ~ , I ~ ~ \ ~ ~ 1 ' ~i _ . A . , . ~ _ _ ; _ ~l ~ A~ . - ~ , ` ~ I \ i ~~I 1 \ - . . . . . I ,1 _ - - ~J~~/~ . ~k \ , . . ~ . ~ 1 ~ _ _ ~ ~ ' ' _ , ~ _
, ~ , ~ , , , ~ - ~ i , . ~ ~ ; ` ~ ~ , _ ~ _ ~ ~ ~ ~ . - , ~ ' ~ . . _ ~'4~ ~ _ - ; , ~ ~ , ~ 1 I, - V ( ) / ~ . t V ~ - ~ . . ~ ~ l` \ ~ . \ ~ ' ~ ~ ' , . . ) ~ ' ' ~ _ ` . , _ _ ~ _ _
- ~ ~ % . ~ , I ; ( ` \ ~ ~1' . _ - ,~3~ ~ , , _ ; , ~ ~ . ~ ; ~ ~ ~ ~ ~ , • E~ ~ ~ . " ~ ~ . . _ , ~ V ` ~ , - ~ . , ~ . \ ' ~ ~ ~ 1 . ' \ ~ . . . . _ . J - ~ - . _
_ - - , , 0, ' , ~ l - - ~ ~ , - ~ ; , _1 \ , , , , % , ~ _ . _ _ . _ _ - - ~ _ _ ~ , , - . _ - ~ ~ i ~ ~ ~ , _ _ ~ ~ _ _ ; . ~ , _ a ; ~ _ . . ~ ~ . ~ - ~ ~ ~ ~ ~ ~ . . . b . . . \ ~ , ' _ , ~ ~ ~ \ ~ 1 I . , - ' - ' - ~ . 1 ~ . , . . ( ~ ^
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , , ~ _ ~ - - ~ 1 i ' ~ ; ~ , ~ 1 ' - ~ - ~ ~ ~ _ ~ ~ ~i ~ , ~ ~ . ~ _ ~ ~ ~ ~ , \P.' \ ~ ` - ~ ~ ~ ~ . ~ ' ~i _ ~ ~ V ~ - M ~ ~ ~ l, i \ , _ ~ 'I : ~ ~ ' . ' ~ . _ , ~ ; ~p _ u - - ~
I - - - , , i + - _ ~ ,r. - I 'i • ' ' ' _ _ J ~I ~i ~1 \ ~ , ~ i ~ - . - , . , , _ _ , - _ _ _ - - , _ ~ - , - , , - , , , , , ~ , _
~ ~ ` ~ ~ . . - . ~ . ~ . 4 . , . ' . ~I ~ ; _ ~ ~ ` . 1 . _ _ . _ . ' . I 1 ~ . ` . . , , . ' 1 . _ ~ ' ~ ~ ` ~ , _ - ~ ~ - i ; !11 _ - - _ _ , . , ~ - ~ , , ~ , , < < f - , . , ~ ~ - , , ~ . , . ~ ~ ~ i ~ , - ~ -
, . , ~ ' , . --ti ~ , ~ . . . , , 1 i . ~I ~ ~ ~ I _ ~ . , : ~ • ~ ~ . ~ . ~ ~ ~ _ . I ~ 1 ~ ~ ~ • ? , Q. , ~ . . . ~ ~ ~ ` _ _ , . , . ~ A - . ~ ~ ~ I . . ~ - . . ~ ~ ~ i i ' 1 ~ 11
~ _ ' ~ ~ . . . ~ . - - ~I, . . . 1 ~ ~ A ~ ~ . ' . . ~ , ~ ' ~ i ~ ' ' ~ ~ ~ . ~ ~*.l~ 1 ; 1 1 ~ ~ _ i ' , ' ~ i I. ` i r ~ . ~ I I j ` ' , ' ' ' ; : ; , ~ - . ' s : ~ I i ~ . ~ ~ ~ ~ ~ i ~1 ` , ' _ . . ~ ~ . 7 ( . . i I V " _ ~ ~ - ~ -
_ - - . ` ~i , 3h I I ~ ~ , j ~ ~ 1 ~ ' . - . . . ~ . , _ . , , , ~ ~i I . ~ . i . . . , . . . . , . . . . . , . . . , - I . . . . , . . i , I I . _ ~ . ~ _ , , . _ - 1 , ~ ~ i j ~ i ~I ~ -I ' , r~ ~ ~I ' : ~ ~ _ ~ i ~ ~ l _ I
, _ - - _ 1= j ~ i , , . I ~ ~ i \ ~ ~ ' - _ ~ ~ ~ 1~~ l
_ ~ . ~ ~ ~ " ' ~ , - . i , ' ~ ~ ~ , . , - ~ I , ~ , ~ , ` I , , _ - ; - ~ ; '1 + i I I ~ , ~ ~ V ~ - r- ~ A ~ ~ ~ ~ _ ~ \ . '.~,L- - . _ ; ( A . - ~ ~
, I i ' ~ _ - . ~ - ~ i I ~ i i~.~ - ~ ; , . : ~ ~ ; ' f i ~ ~ ~ . _ , ~ i ~ i ~ \ ~ i ) ; ~ ~ ~ ; ~ - 109 -
~ _ - ~ , ~ , ~ _ , , i , , _ i~ , ~ . , ~ _ ~ ~ _ _ _ r , , - ; , ~ '1 ~ ~ \ , A'~. ~~X. _ _ ~ _ i ~ V ~ - ~ _ ~ _ • ~ I ~ ~ ~ ' ~ ~ ~ - - . i~ . ~
~ - _ - Is Ff { ~ . ~ ~ ' I ~ , { i ~ ~ ~ . ; ~ ` ~`1 i~ i ' ' i .,%r , . , ~ i I~` ~ J A ~1 / ~ ~ ~ ~ _ / - i~ ~ ~ ~ , - ~ ~ ~ , ~ ~ / ~ ~ ( ~ 1 1 l 1 ` j _ _ '
i i _ ~ ~ ! ~ ~ i . ~1 1 ~ _ _ / . , . .
i ' ~ ~ . ~ _ ~ _ . ~ ~ / ~ I I ~ ~ ~ _ ~ 1 - i ; _ ~ ' ~ ~ ~ ~ ~ - / ~ f i~l 1~ , ~ , 11 1~ i~ ; ~ i ; ~ - - _ ~ ~ I ~ ' " ' ~ ' I - , ~ - ~
i " _ - . ~ , ~ ~ ; , ~ _ 1 I~ , i - ;f i~ ' ~ ~ ~ ~ ; ~ - i', ~ _ ~ ~ U1 - % I ~ ~ j , - ~ ~ ~ ~ ~ i ~ _ _ - , Z
I~ I i ~ _ ~ ~ ' . . ~,n~~ . . ~ I ; = ~ . - . , - ~i i ~ ' i ~ - ' ' ~ ~
I ' _ ' , _ - _ j j , ~ . . ~ ~ ~ , 't,y. , ~ - i _ _ 1 _ ~ ~ i ' ~ . - , i ' ' ; i , ' _ " '~,28A ~ ' ' % ~ ~ ~ ~ ~ - _ - > , i ~ ~ ~ ` ~ = - ~ - , - _ - ~ I ~ N w
j'' i/ ~ ~ ~ ~ ~ ' I ~ " j ~ r~; ~ a, ; i ~ - . ~ ~ ~ , ~ , ~ , ~ i ~ ~ _ - " - , ~ .
l l ~ . ' I I ~ QI . ' " ' , ~ ; - - _ , , - 1 - i - i - - - - 1 , - i - - - ,
, , . . i . ' ~~~ar ' . ~ , - ' . . ~ ~ - ~ ~ ~ , - Q~ ~ _ . _ ; ~ \ ~ ~ ~ - ~ U i ~ ~ ~ t J ~ . r' _ J ~ o . ~ - ING `
. , ~ ~ _ ~ ~ _ _ ; I ' ~ . ' i I ~ 1 , ~ , ; ~ . ' i ~ ~ - - ; ° „ ` _ ~ ~ ~ 1 ~ , . - i _ ~ = ~ : : ~ ~ , ' ~ = ' l''- ` ~ _ , , - , ; ~
, , ~ i . ' . . _ ' . : . - _ _ , . . , ~ „ , ; . . . . ~ i _ , m'f' i / I , ~ ' ' , _ - _ - i i, W . - - - o , , , , ' , ' r _ N ~ , / ; , , i . : - ~ ' IYI ~.ry ~7 ~ ' ~ ~ ~ ~ ~ - - ~ ; : . . , ~ , ~ ~ i / ~
- - - _ ~ , ; , - ~ ~ - ~ - / i ~ I ~ . ~ ; i" f ~ i : ' ' , ~ i I 1 ' ..-tE'; - ~ ' ' C- ~ , ; . ' i ~l :.'ti. ' .-~i ' ~ , ' ~ _ ' : . ~ ~ ~ r , l " _ .,y Cll . ~ ~ . _ ~ ~ ; ~ , , , ~ ~ V - i ~ ~ _b9 _ ~
, ~ - I , - - ~ i , , - , , ~ , _ _ _ , - ~ = ~ ° ~ ~ _ - ~ ~ , ; - - - - ; ~ , _ „ ; - ~y~ . ~ , ~ ~ ~ , T , ' . _ _ _ W ni _ . - ; ~ r , - I~ c- - _ ~ _ _ _ ~1.. I- ~ r- iii ' ~ ~ z~N~ ~
~ , ' - , - _ ~ , _ _ - ~ - p m c., _ , , ~ '
, _ j l ~ - " _ E' , ~ , _ - , - = - i , ~ _ - . , , , _ _ ~ - ' - , ~ U I / ~ ~ , ' - ' Q Z ~n
, ; . . ~ ; , , - ~ - - ~~i _ % r--. ~ ~ ~ ~ _ - , , ~ . , . .i I ' ' ~ ~ . _ , - i i ~ l , ' ' + . - , , _ . ~ - , _ . ~l . I 1 lfR ELEV (1 JULY 2005)-22 40, . _ . , _ - - ~ " ~ I - ~ i" Er~ - J = ~ ~ ~ ~ , , , _ . . ; ' ~ / ' G~ i ~ ~ _ ~ ~ ~ a
, - ~ " ~ ~ ~ 1 ~ ~ OP OF 4" CAST IRON ~ ~ - - ! - ' ~ ~ PLUGGE~ PIPE= 216.0 ~ ~ ~i' - - . _ ~ ' ~ i _ \7,~6A ' c0 ~ ~ - ~ - - ~ , i • _ ~r, J' ' ; f W -
- ~ - i r ; _ _ ' _ ~ . . - ' ~ ~ ~ , _ i - ~ ~ ~ ' _ ~ i ' " ~ - . - - ~:r~ ~ ~ .J~ , : . - ' - _ i , J ~ C.~ ~ - - _ ; 4:~ i ~ ~ ~ ~ _ - ! ~ ~ i _ ~ -1 - ~ ~ Q W F-
i . , , f ' , _ ' ` , I ~i ` ~ - ' _ ~ 1 ~ I . ' i ~ - . . _ _EXIST(N ~ f ~ o-. ~ ~ ~ ~ ~ ~ ~ ~
~ ~ . ~ ~ . ~ . . . ~ 1 I , . ~ , ~ ~ ~ ' ' _ - ' ~ ' ~ , ~ ~ i . . . . I ' ~ ~ " : _ ~ , ~ _ - i~ . . _ - . ' ; ' ' ~ , - _ . , _ `1 - - . Q m ~ -.r - ; . , ~ - . 1~ Ii ~ ~ . . . 1 , C~~ ~ ~ r ~ . , ' . ~ . . . . ~ 3
; : . , ~ ; ` NRB , ; ~ ~ , , - ~~5ACk180E0F - _ ' ~ ~ , _ , . r . . ~ - MANH E ; ; ~ ; ~ , , : ~ ~ - w ~ ~ ~ , , ; , , . _ , ~ ~ - o . , . ~ ~ , i ~ ; -
. - ~ ' _ . . . _ . ' _ . . ~ , ~ ~ _ ~ . , ~ ~ ~ ~ . , ~ ~ ~ . ~ . ` ~ . . , . . . _ i . . . - ~ . • - ' ~ . i . . ~ . ~ ~ , ~ ~ , ~ W ~ N i - ~ ~ i I i ~ J O ln ~ _ ~'~i , ; V ~ i
. . - ~ , . . . ~ - ~ ~ - ~ . i I ' , . ~ . ' . ~ I ~ ~ , ~ 1~ ~..,i \ _ , ` . - ~ ~ ~ ( ~ ~ ti , } . V' _ , ~ ~ Z
1 ~ 1 ' ~ ' _ ~ , _ _ ~ , , _ ~ _ ~ r..__ - _ _ - ~ , i _ i _ _ ~ , _ , , , I _ _ _ , , > , , ~ ~ - , ~ , I _ - - , . . ~ . , ~ . t ~ . DRAWN ~ , . . , , ' ~ . ' ~.1 ~ l
, ~ _ ~ ~ ~ I V ~ - , _ - ~ , • ~ _ - = I ' ~ ' " 1 ~ - ~ ~ ~ ' - - . ~ , ~ , , ' - ~ _ ~R~ a ~ , i Q ~ ~ ~ \ o
~ _ _ ; , , i i , , ~ _ ~ ; ~ ~ ~ i ` - ' - `l , , , , - A 1 , . ~ ~ `UJ~L1~Y'~NS A 1~iTIbNS AND OfldER PUBLIC ~ ~ ~ . ~ ' HECKED , ~ f i
~ ~ ~ ' - ~ ,f _ ' ~ ; , r, - - , , - . , , . _ , ~ , u~ ~ , ; , ~ ' I i u ~ ~ _ f , , - ,FALYLI~IES, 'LUDING SID~~VAIKS~~1 HANDICAP~. ~ ~ ~ ' , GMM _ ~ , ~ , i 2i I m t I ~ Z ~ R~4MP,S ~R~ ITQ ~E CONSTR~f~TED ON` ~STREET~ ~ 1 ~ ~~lp N ;
_ - - _ _ ~ ' j i ~ \ i t' ~ _ . _ _ : ~ ~ GRAPHIC S~ALE ~ _ _ ~ ~ I ± ~ / , , , ~ , ~ ~J ~ APPROVED ° ~~'AS`$~E(~Flf~D~~Y`CITY`~ODE. 1HESE FACIL?~IES ~J ~ . ~ ~ ' ( ~ ~ ~ _ i A , _ ~ ~ _
t- _ _ - n i / r , i , , _ F Hev~. ~Fku~ naaanvFn Ai~,n~F cim~ RatEic,~ . I ~ , ~ a ~ i . . , ~ , , . ~ C.1 _ ~M M
_ _ _ I iv~~ ~ ; ~ _ ~ _ _ ' o sa ,ha zoo ~ _ _ _ i ~ANb ~H t,L~iE~ S`D INSTALLE~:UNLESS; A CHANGE
_ _ , , . , - _ _ _ _ _ ' ! i ; ~ ` - - _ ~ I , ~ . , ~ , ; _ ~ ; ~ ~ ~ , , - _ ~ ' - : : h START DATE LL U1N fd(Z~D ,B~;, WRI~TEN AP ROVAL~ PUBUC
, i ~ , - _ . - - _ _ - _ . . , ; ; ; ~ ~ - - ; 1 F ~ , ; f ~ _ ~ , `SANITARY, SEVIEk, E`ASEMENTS A E TO OE RE(bRDEl) ;0,95A' ~ _ ~ % PRIp 1FINA~ ~CCEPTANQE. ~ C~E ~ , ~
, , ~ . , r. i , ' ; - ~ ~ ~ 1 , ; , , , i _ _ , , , r , , ~ ~ i ~ ~ _ - _ ( ~F'~"i' - _ - _ % ; ; ~ , ~ - - ~ ~ + ~ ; _ ~ ~ SY,6N4TUREI (183) - w
_ - ~ ~ ~ 1 l .,~nCh - -LD ft.' _ _ , i o~ 7 ' - ~ '4 _ 8A ri I1F)
; , - _ i ~ i , ~ . . _ , - ~ ~ , i ; ) I - ~ i - - ~ ~ I I : , ' ~ 1 INQ4NE~,R DRAWING co
. , ' i" ; ; ' _ i _ _ _ ~ ~ ~ . ~ ; . ~ ~ ~ ~ ~ i i _ ~ r ~ . , . ~ ' . ~ ~ . ~ . ~ , , _ 1 ~ , ' No. 4 0 ' Pu6CfC U.~fCJllfiS 0~
_ _r-._ ~ . . ~ ~ . - - ' ~ i i , . , , - ~ ~ ; ~ ty, i , ~ - - ~~4 ~ ~ : ~ _ ~ f~ , - ~ , ~ CO
- ~ _ - ' r ~ i i` ~ ~ ~ ,1 - - - , , , _ ~ , , ~ _ i` I I~ ~ ~I - ~ ~ ~ ~ . - ,r ~ , ~ - ~ ~ ~ _ , ~ , , ~ i 1 ~ - , . ~ , . ~ , , ~ ' ' _ ; ' . . ; . , . . ~ " . ' "TRAEF---ENGI ER ~ ~ 4
; - I 1 r., ; . , ; ; ; ; - ,E, ; , ~ ,EONSERVgT1AN ENGINE~f~
, 8,19A ; _ , ' _ , / ; - , ~ 6 -
. ~ , _ ~ ; i f~N QRI F~ ~,T~RRY ~n~~~_n o- n~ ~ ,

. _ _ „ -
, ~ _ ,
_ ~ ~ ~ ~~.ilc ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ 0~ I~~ ~ ~ ~ ' ' ' ~ , ~ _ _ ~ ~ ~ . _ ~ , , , , ~ _ ; ~ ~ ~ -
~ ~ , ~ ~ ~3 ~ ~ 1~~~ P~~ ~ 1 1 ~ ~ , ~ ~ , _ ~ ~ ~ ~ F _ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ti~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i~' _ ~ _ . ~ ~ Q~ ~ ~ ~ _ , , ~ , . o z PUBLIC ; ~ - ' ~ ~ I ~ ~ - - ~ ~ -
1 ~ i i ~ _ ~ ~ 1 ~ ~ ~ ; ; ! ; - _ f I ~Sswer CollecCon/Extenabn Sys~em,, U ~ ~ , Thd City of Roleigh consente to the connection and ez~ensio~ af the_ Citys public sewer-s~atem as ahawn on ~ ~ i ~
1 ~ . _ _ ~ - _ ~ ~ . ; i ~.i~iC / __.....II . . , , . , . . ~ ; ~ . 41i i-`~"' ; i 1111, _ ; r ; ~ ~ f this plan. The material and conatructions methoda used for this project shall cenform to the Citys Public w+~= . °a ` _J ~ ~ ~ ~ ~ltllfties Haqdbooks~ etandard~ and~5p@clfication~ . ~ : . , - ~ ~ ~ ~ C~ry~ ~ ~
_ U.1 i A 1~ ~ -~I o~ Q~ , ~ _ ~ _ ; ~ I I~~ ~ d-~ _ ~ , _ AP 4 , _ . ~ ~ , o _a ~ . } . . - . ~ - ' ; ~ City of Rdei9h N N N
; ~ ~ , - ~ ; , ~ i l ~ i I I , ~ i ~ _ . ~ ~ ~ ~ - - ~ Q Aublic UtdiY~es D artm t Permit ~ " °P e" Y ~ C > U ~ (n ~ ~L ~ X ~
---F~ i i t ! = ~ { _ , i °tV ~ ~ ~ ~ I - ~ - _ ~ ~ . ~ , C'- _ ~ N , _ - ~N Q W ~ I , Construck~on A rowl ~ PP _ ~ O O ~ ~
- - . - , ~ . . - ~ ~J~ ~i ~ Iv T ~ , ~ ~ ~ ~ ~ v ~ ~1 1 ~ ~ l ' ~ ~ ~ zt • ~ ~ ~ ~ - ~n i . ~ ~ . _ _ ~ ~ u ; . Z , _ CO_. ~ , , . Dota ~ ~ ~ i 1 ~ ~ - d - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ O ~ I L _ ~
_ , ~ ~ _ ~ ~ . , - _ _T .T_ _ ~ N I ~ ~ z _ ~ ( i ~ ~ I c0 I~ ~ PUBLIC ~ f~ N rn
I ' , ~ ~ ~ , I ~7 , j. L . ~ ~ . _ ? ~ J~~ 1J7~~ C~Vl ^ '..`.~G ~ ' }'i ~ I u . . . . ' I . ~ ; ^ ~s,-1 .,,_31 ~.~}_El_ _ Q Water Distribution Exta~sion S tem ~ I U d N N CO ~ " I ~i ' ; ~ J ~ tn O , T,he City offtaleigh gonSents to ttie conngction and extension of {ffE Citys public water sy5tem as shown eri I ~ (f~ - U ~ ~
~6 j' c~5 24 ~5 2L i ' I =Z ~ _ ~ ~ ~ ~ ~ ~ ~ ~ I~ ~ ~ , ~ ~ ~ fhis lan. The matevwl d onstructions methody used-for this r t shail cmfarm to the Cit s Public , z ~ , ~ Uh1it es ~Haodba4ks `atdndacds pnd ~tcifico4tonx ~ p~ ' Y ~ . . . ~ . I I ~ . . ~ ~ ~ ~
~ ~ _ ~ , , ~ ~ I`, , T ~~`---:1 ( l i : . ~ . I - L.J ~ ~ ~ ~ J N ~ ; ~ ~ 4 m , ~ Gty~~of Roleigh . . . . . - ~ . . ~ ~ ~ ~ ~ CO
~ ~ ~ - ~ . ~ ; - i ~ - ~ ~ ~~,PuCfic~,Utilities. Departms~tt Wermit ~ , ~ ~ ~ f - , ~ ~ L ~ ~ ~ ~ , ' . ~ . / : , ~ ~ ~ N N N Cn ~ ~ ~ ~
7.85i ~ ~ i ~ ~ I , ~ ~ ~ ~ 1 ~ ~ i i , ~ , , ~ ~ , ; ~ _ ~ , { ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ „ Conatructipn ApprowC - ~ ~ ~ a ~ , ~ : ~ ~ ~ . . . . . . . . . . . . C . . . . . . . . ~ ~ . .
~ ~ ' ~ ~ ~ _ ~ - . , . . . . . , . ~ . . ~ $ - ~ ~ ~ u ~ v ',Dtle ~ . . . . t _ O~ ~ , , ~
, _ _ ~ ~ ~ i I , ~W ~ , ` ` ~ ~ ~ ~ ~ _ ~ _ , - ~
- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ , ~ . _ V , - , = ~ ; , _ . ~ - _ ,
, ~ ~ c ~ , ~
, , _ , ~ - ~ ~ . ~ . ~ , , ~ i ,
_ , ~ ~ , ~ - _ - _ _ ; ! - ~ , , ~ ' ~ . ` / . . e ~ . . . :~r ' . .
~1 O - ~ _ _ , / . -1` _ - ~ _ _ _ i ~;j ~ ~ ~ ~ . I` . - I / ~ - , r i ~ %
. . , ~ I - ~ ~ 8~, ' ~ , ~ / , _ _ _ ~ , ; ~ ~ ~ ;
~ ~ ~ - ~r f.a,
~ ~ , O ~ ~ ~ ~ ~ ~ ~w ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ . ~ ,
; . ~ ~ - ~ _ o ~1 - ~ , , . , _ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ . _ ; ' - , , ~ i ~ ' _ . _ ~ ~ ` ' ~ . Y 37 ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ . , . : ~ _ ~ ~ ~ ~ ~ ~ ' ; ~ ~ ~ ~ , / , , I
, , ~ e- Z G .,,1 N , , _ a ~ o , ~ ~ ~ ~ „ , ~ ~ ~ . ~ , , . ~ _ , ,
; ~ ' / ~ r , ' , ~ ~ ,p : , ~ ~ ~ ~ ~ - ~ , ; ; ; ~ . ~ ; ~ ~ ~ ~ / ~ ~
~ ~ , ; ~ - ~ ~ , _ i N~s , ; _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ' ~ ~ ~ / , ~ ~ ~ ~ ~ - - ~ ; ~ , ~ -
~ c.n . , ~ ~ ~ ~ , ~ ,
` ~ ' J Q , , ~ ~ ; „ WEI.L ` - . ` +C~ o~ O , . _ ; . ~ ~ ~ ~ ~ ~ ti ~ ~ _ ~ ~ ~ ~ . ; I ~ ~ ~ -
~ ~ ~ O , ~ I ~ ~ w ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ 1 ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~
, J ~ ; , ~ ~ ~ ~ , ~ . ~ ~ , /
~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ N , ~ _ , ~ ~ , , , , - % z~~ t! )
~N ~ INtSITY AREA ~ r 0 ~ r ~ ~ , .
~ _ ~ l, ~ ~ ~ ~ ~ ~ ~ ' ~ ~ - Z . - , ~ I ~ ~ ~ / , . E (i O
CA . _ N _ ~ . ~ ~ ~ ~ ~ ~ % ~ .a~; ~ ~ ~ ~ ~ ~ , , _ ~ I- ,
. ~ _ _ ~ N ; ~ , - ~ ' ~ ~ ~ ~ _ ~ ~ ~
, ~ , _ , ~ ~ , ~ ~ ~ - ~~z' ~ ~ ~ ~ , ~ , i : ~ ~ ~ 0 , ~ - , ~~E
, _ - ; _ _ ~ , , a , , z , , ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ ~ ~ syrEO = ~ ~ ~ _ .ro _ ~ ~
~ - ~ ~ ~ ~ ~ ~ U I; ~ , i 0 ~ z~,a, _ Z - ~ ~ , ' ~ ~i W
R , ~ ~ , ~ , N8 ~ E ~ ~ , ' ~;€os _ _ , ~ ~ r ~ , , ~ , / ~ '
- ~ - , 1 , ~ , ~ , , ~ ~ ~ ~ 1 ~ ~ ~ - Z
. . , . . . ..j ~ ~r'`~ ~ , . ~ ~ , ~ , ~ ~ : ~ ~ ~ _ ~ - - r.~= , . - ! _ , - - ~ , ; _ , _ , _ W C~ , _
; _ - . . ~ ~ - , . _ ~,'~r - . ~ - _ ~ „ ~ _ _ _ _ ~ W
~ ` ~ ~ _ ~ ~ ~ _ ~ ~ _ ~ ~ _ J m~ , , ~ ~ ~ - ~ , ~ ~ ~ _ ~ L__i__~ _ ~ ~ ~ - ~ ~ W ~ "~-m Pm~~ ` rN=am,ra ~ , . ~ ~ F ~ ~ ~ ~ ~ _ _ ( ~ /n
` _,r' ~ , ~ - _ ~ = _ , . _ , ~ taa~~riwr~eo. " !~_V ~ ~ _ V 1 Q , _ - V /
_ _ - ~ ~ ~ ~ ~ ' - ~ - ~~~J~~G ~~~~UE~ ' - - _ , - , ~4~~/EL ~ ~ ~ ~ Q W ~
, ~ ~ A ~ ~ _ - - f ~J ~ , ~ ~ ~ ~ ~ ~ . ~ ~ ~ zz : . „
~ ~ , ; - . - i' _ _ , ~ ~ _ i ~ i ~ ~ ~ ; F,a,~,~ ~ , . - ~ / ~ M~71R FN1CE1~ ~ . . ' ~ _
. ~ _ ~ ~ ~ ~ ; ' r1'~~f , I~l~l~~ ~ _ ~ ` ~ ~ ~ ~ ~.~~~1~~~ ~ ~
~ ~ = ~ . ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~r _
~ l~` ~ ~ ~ ~ ~ r- ~ , X ~ -0
~ ~ , _ w 0 ~
L.J ~ ' . - . . - BARN . ~ ~ . ; ; . . . , . . . ~ ; ' ' - ~ 415FT ~ ~ . . ; W
_ , ~ j _ - ~Q ~ Q - ; y ~ ~ ~ . . / . - j~ - - . ~~WAiER E~.~J (1 JULY 2005J=209.35 ~ - . ~ J/'~~
~ ~ ~ - ~ ~ _ ~ ~ , ~ ( -,1 - - Mv PiPE ~OUND- SEARCH FOR IT UNCOVERE~ . ~ ~ ~ . ~ . . . . - . . . L/ / j . ~ ~ 'J - . + : ~ ~ ~ . . ~ NOTHING . p~ARS WAtER IS DRAINING OUT OF ND . ~ ~ ~ l~ . - ~ . . . BY DITCH ~5 aF.; c,CE OF PnND_ .~.3D ~ - ~ - ~ ` ~
~ ~ _ ~ ',0 ~ ~ ~ - ~ ; , - , , ~ . ~ r , I . L/ / ~ wia r~tf ~ ~ ~ ca
~ , , ~ _ _ - , _ ~9 _ - ~ , _ V ~ ~ ~ - - - J - ~
= ' ~ ~ ~ _ ~ ~ - , = - ~ ~ ~ ~ ~ ~ ~i ~ ~ ' ~ ,n ~ ~ - . ~ ~ ~ ~ s ~ ~ '0 . _ , , -
- ~ ; O , ~ . ~ ~ . NA1FR FWQf ~ O ~ ~ ~ . . ( V ~ . ~ . _ •
; _ 'f~ • : -0 ~ - _ - - _ , - i CJ ~ ~ - - , _ _ ~ . _ _ _ i i .._.__V.~.. ~ - ~ _ . - ~ _ . . . ~ , ~ ~ ~ . ~ .
~ ~ , ~ ~ \ G~~ _ ~ ~ \ ~ , . . ~ . . . . . . ~
_ . ' c, ; , " _ _ ~ , ' ~ ' _ ~ . - ~ . ~ ~ . ~ ~ ~ . o ~ ~ ~ _ _ _ ? ,
~ as - ` - ~ Q l~ ~e _ ~3a ~ , - ~ , o ~ ~ ~ -o , ~ . ~ ~ ~ _ . .
~ ~ ~ - ~ ~ , _ ~ ~ ~ . ~ _ Q ~ _ _ - ~ , . , _ _ ~ _ ~ . _
~ ~ ; ~ ~ , ~ ~ , _ - - J „ _ g ~ _ " ~ , , , ~ ~ v~ _ _ ~
_ _ ~ _ - - . ~ - o
~ , _ ~ ` ~ ~ ~ -
, I ~ _ _ ~ , , _
- _ ~ i ~ ~ ~ ~ ~ -
i _ _ ; , ~
; } _
_ . , _ ~ ~ ~ a . - ~ ~ ~ ~
~ ~ - - ~ , _ ~ - ~ , _ ~ _ , ~ , ~ ~ ~ ~ ~ - ,
- , : _ , ~ _ , , ,
~ _ ~ ; _ , _ ~ . , ; - , - - ~ ~ -
; , _ ~
~ ~ , ~ , ~ ,
~ ~ ~ ~ ~ , , , ~ ~ ~ , _ ; _ _ , , ,
~ , , , _ _ ; ~ , _ _
, - - - ~ - ~ s ~ ~ _ _ ~ ~ , _ ~ ,
~ ~ ~ ~ . `~t ~ - - - _ ~ ~ ~ ~ i~~~~~H ~ ; > `
' ti . , , . . ~ ~ ~ ~ , ~ ~ ~ ~ _ , , y , , ~ _ , _ ~
ay ~ ~ ~ `'~50.(q' , - _ , . ~ _ _ ~ , , ~ ~ , . ~ ~ ~ ~ , ~ , . ~ _ ~ ~ ~ _ , .
~fi~ .00'~ o~ " - , r ~ _ ~ _ _ . - = v _ ,
~ ~ _ , _ 0 . ~ ~ ~ . . . ~ y . . ~ - - . . . - , EXi ING , , ~ ~ ~ I / ~ J ~ tn - ~ - ~ ~ . ~ ~
~ . . . . . _ '~M1t , ~ _ . , ~1;, o ~ MANH~ - , , ~ ~ ~ Q . . . . I . . ~ N , , ' - ~ ~ ~ ~ CO
~ ~ ~ ~ - W r
~ ~ ~ ~ ~y . _ t ~ ~ ~ ~ N - ~ W J ~t _ „ , - ~ , , - ' ~ r ~ r- CU ~ ~ ~ _ - - , , . , _ . . z ~ ~ ~ , ~ ~ N O
. . . . ~ . ~ _ " . . ~ . _ _ ~ ~ , ~ ~ . , _ _ . . - . ~ ~ . ~ ~ „ c- N - - s. O ~ ,
~ . ~ ~ - . - i . , ~ - ~ ~ `1 . ~ ~ m U ~ ~ m Q ' Z ~
, 00` _ - i ~ ~~G~ , " = J _ _ ~ ~ < , ~ f~ ; ; ~ ~ ~ ~ . , ~ ' , O ~ Q ~ ~ ~ . ~
~ - ~ ~ ,.,n - „ ~ ~ _ _ ~ ~ ~F_ . t~,~~ _ - - ~ _ - ~ _ , ~ _ , , ~ ~ ~ ~ o~ H~~ ~ OQ a., - / , ; - = cn , , . ~ - - ~
' _ _ i ~ _ _ . , ` 1 ry, _ W ~ ~ 4.!.1J~A ~ ~ ~ y ~ J ~ U 0~ _ ~ , ~ _ , ~ J Q - ~
~ ~ ~ - Sp ~ ~ _ i i ~ _ ~r ~ - ' - ~ ' - ~-1 ~ r- _ _ ~ - _ - _I _ - U . _ ~ ~ ~ ~ _EXISI'iNG ~ ; , ~ ~ ~ ~ ~
, ~ ~ ~ - _ 3B' ~ ~ ~ ~ _ ; ~ - _ ~ ~ ~ Q o~ ~ p~ ~ 3 , , , ~ , _ ; ~ ~ o ~
_ , - n ~(~i ~E OF CREEK - ` „ MANH LE ~ Y - ~ ~ , i, - 1 _ z ~
` , ~ , ~ _ ~ _ ~ _ 1 _ . , , ~ u., ~ N , . , ~ ~ ~ ~ O ~ ' ~
- I ~ r _ _ , ' ~ U ~ ~ ~ ' ~ ~ ~ ~ ~ ~ c~ . _ , ,
_ - ~ I I _ _ _ , t _ 1 ~ ~ z ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~r~~ DRAWN ~
_ i _ i_ _ ` a ~ ~ ~ - ~ 1 ~ ~ ~ ~ I ~ ~ D R D ~
, ~ _ - I _ , - UTILITY INST _ i , - , UTILITY INSTAtLATIONS AND OTk~ER PUBLIC I ~ HECKED ~ ~ FACILITIES fNGLl~DING SIDEwALKS ~~AND HANDICAP~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ~ ~ ~
i FACILITIES, fl I - , ~ f _ I . RAMPS 'ARE ~ _ ~ cn ~ RAMPS AR~ ~.TQ $E CfbNSTRUETED ON~ %LL STREETS ~ ~ ~ ~ ' ~ - ~ G M M ~ ~ ~ f, ~ 11t ~ ~ ~ ~ ~ ~ ' ~ ~ ~ APPROVED °
_ r - _ _ ! ' GRAPHIC SCALE ' , as sPEe~Fi~i ~I ~ , _ C, , HAVE BEEN'' ; AS SPEClFIED'. BY `CITY CODE. TN4ESE FACILiTIES ~ / ~ X ~ ~ ~ ~~HAVE BEEN,A~PPRO1!ED HY~jHE CITY~~OF RAL~IGH , ~ , ~ , A.~~, ~ ! J~~ ; ~ GMM o
. - - ~ AND SHAt,L , AND SHALL'BE S9 INSTALLED.UNIESS A CHAiJGE START DATE
_ A- . . IS ItUtNOR1Z . WH TF SANITARY Sf IS ,4UtNqRJZED BE, WRfTTEN APRROVAL. PUBLIC w SANIiARY SEWER EASEMENTS ARE TO BE REC,ORDED
, ~ PRIpR TO FII ; PRIpR TO FINAL ACCEPTANeE. JOBCADE >
- tN ~~'r ; ' SIGNi4TURE. cn I ` w ~
l inch = 100 ft. N/F _ i , ~
~ # , CwrEF,rNCrNE . ~ W A J. A RA ~ CW(EFZNGINEER ~ , ~ D A I G ~ , .
4 PUBCIC UTILIT PUBCIC UTILITIES E: , . NO.
_ N - ~ 4 P ~ A ' 7RAFFl6~ ~ENGiI ~ Q~ . cr, i . , 7RAFFlC ENGINEER '
` N F . , ~
-1 EONSERVATlO1 I N # 1_4 _ . 01 r - - - ~ EONSERVATION~ ENGINEER S-1
~ . i rN QRI F-~ R TF-RRY -7 nnaC- n D /i . LD
0

_ - - -
_ , _ - - CO I~ ~ ~ ` . ~ ~ ; ~ , _ , ~ , , ~ ; ~ ~ ~ , _ - ~ _ _ _ , _ .
~ ~ - ~ ~ . 1 1 _ t ~ ~ - ~ ~ _ 1 ,,1~ - ~o z \ _ PUBL~C _ _ -
r - , ~ ~ , ~ ~5~~ ~~o~ ; , ~ O Z ~ , , , _ _ . ~ ' 5ewer Coileoftnn~tens'wn Sys£em ` U _ _ Mk _ The Gt `oi Rale' consente to the cmnection md exTeTSit~n-af Cit's uWic sewer s m as shown an i a the_ e ~
~ _ _ 1 4 - ~-1 4 , ~ , , ~ . cn - o~ ~ _1 1 _ , ~ ~ _ + ~ ~i~ = ~ _ N ~ - i 5~ Y P _I Y 3~ _ . . . . . . . . . ~ I this plan. The mgterid and congtruchona meMods uaed fa this propcf stidl'cariform to ihe Qtys Pubhc Mk ; ~ . , ~ ~ . ~ Utlifi9s Handbooks' standardS and~~qcification~~ . . . ~ - . ~ 7F~ ~ry PFD . ~ ~ n~
14i; , .-4_, . ~ _ ~ 'o~ ~ , ~ ~ ~~.r7a _ _ m ~ , , ~r~ _ ~1 - P N A . , . ~ . PED 14 . . Ul ii ~ . ~ ~ . . . . ; L1. City.of Rdeigh , L ^
- - , _ 1 ~ i ~ , ~ R r , ; ~ ~ ~ ~ ~ ~ o a RuWic Ut~ities Department Permit ~ ~ ~ 1~ ~ C > U ~
~ ~ ; ; ~ ~ ; ; ~ ~ i Z , ' ~ , _ , ~ ; , _ ~ = ~ ~ . , r~zi ~ ~ , Q. - 'W~ . ~ ~ ~ ~ .~A(19tft1C ~IXf foV01 ~ . . . . ~ ~ L iF X . . . . , . ~I . _ . ~ Q w ~ _ ' ~ - O ~L
_ _ _ ~ ~ CJ N . o _ . r . _ . - , ~ , . UE Bl, ~ . - Date i 0- ~ ~ _ O , ~ ~ , I J ' - ~ 'O 2 (D f~ ~
- ~u = _ ~~f L~~ ~ _ t,~° " ` I ~ ~n Q~. ~ ~ ~ ~ ~ , ~ ~ z I-~ cna~ _ ! N , , r ' PUBIIC ! ~ r~ cv o~
, - -r- _ - , I xo i , - _ ~ ~~~s~,l ~ ' ' ~ ~ - Watu Distributian/Extmson Syetan U~ ~ N N CO I ' . O tn O
_ . , ~ ; - ~ ~ ~ ~~1 ' ~391~ ~ ~+,,~n_ _ ~ . ~ u ~ ~ ~ ~ ~ ~ ~ - ~ - ~ ~c~ ~ = ~i , , _ ; z~~> ' ~ ~ , _ _ ~ ~cb ~q~~ 23 cc w - g z ~ ~ ~ ~ ~ ~ _ _ ~ ~i ~ The City of ~ftaleigh Coirsenfs to the cann&ction and -extension oi ihR CRys pudk rater system as shown m', ~ ~ ~O I I t his plan. 7Fre mate~ial Q nd Fonstructions`methods used-for this p r Q j e ct shdl oonform to the Cit y's PuWic q} 3 . ~
~ _~f , ~ ~ ro ~ ~ ' ~ ~ ~ Utdities ~Handbooks"9tanda~ds ~'qnd specifications: ~ . . ~ ~ . ~ ~ ~ ~ . _ . ~ Z ~ ~ ~ ~ ~ , . N I~ ~ , Q ~ ~ 00 Cityaf Rdeigh [ S
~ T - ~ ~ , - - ~ ~ ~ ' ~ I~', . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ Public~.Utilities Oepartmept ~Permit ~ , _ , - , . . •L ~ ~ _ I . ~ N •
7.85~ ~ ~ ~ ~ ~ ~ : ~ ~ , , _ u ' ~ ~Constructiqn Approwl , ~ . ~ N ~ ~ ~ ~ . . . . _ . / C ~ ~ ~ ~
~ i ~ - ' ; ~ , - , , ~ - ~ ~ _ . Ddte I ~ ~ ~ v
' ' . . . - . , _ ~ [ ~ ~ . , ' W . . . . . ~ . ' _ - . - _ . . ~ ~i ~ ~ ~l
_ ' ~ ~ ~ . . . : . , . ~ ~ . . . . . ' ~
~ . , fQ _ _ . ' _ . , ~ ~ ~
U j i' ~ ~
'0 _ 4 - ~ - _ ~ ~ _ _ ~ ~ ~ y z~ i o
~ ~ . \ ~ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~
- J ~ _ . ~ ~ $ ~ ~ ~ ~ - ~ ~ ~ ' ~ ~ /
, l - ~ , ~ - , J _ ~ ~ ~ ~ ` ~ ` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -
~ , ~ ; ~ - ~ ~ ' ro j,
, , _ _ ,f : ~ ' / _
0 ' _q c~ ' I _ , / ~ ,a ~ i , / : ~ , ~ ca v , ~
_ O ; ~ , -~N:- ` _ ~ ~ ~ ~ ~ ~ / ~ ~ ` '
~ ; o _ ~a , _ ~ , ~ ~ _ / ' ,i' /
, ~ i ~r ~ . ~ _ N~~ ~ ~ ~ _ ~ ~ i ~ / ~ ~ , ~ _ ~ ~ ~ ~ ~ ~
~ t:~ J Q _ - ,i~ ~ ~ , ( ~
: uvELL 1 ' - _ G~ m o ~ ~ / ~ _ 1~ ~ ~ ~ V / ~ ~ .
0 N C~ , r~ ~ ~ ~ ~ ~ ~ , i . , ~ ~ ~ ~ ~ ~ _ a_ / / ' _ ~ ~ I
~ \ . ~ _ ; - - ~ / i ~ _ ~ ~ ~ ~ ~ ~ _
V'\~, N ~ ~ , ~ , , _ - / ' 1
~ ~ ~ ~ ~ ~ ' _ ~ ~ ~ U} , / /
W2SITYAREP, ~ ~ ~ 0 ~ ~ ~ ~~v , z /
~ ~ , , ~ ~ 0 ~ ~ ~ , ~ _ ' ~
_ ~ ~ ~ ~ ~ 1, ~ , ~ . f ~ ~ - ; ~ - -
~ , ~ ~ ~ , ~E~ ~ ~G ~ - _ , ~ ~ ; ~ ~ , ~ - ~ ~ ~
~ - , ~ ' ~ , ~ ~ - , ~ ~ ~+Ea` ~ ~ , ~ . , ~ z . ; . . ~ ~o ~ - fi - .
- _ , , . ! _ ' . _ v ~ ~ " " ~ _ . I. ~ . . . ~ . 2W.BU _ . ~ ~ I ~ . O
7 E , N8 ~ ~ , r_ . ( ~ ~ z , ~ ~ , _ ~ Q ~
~ ,s . . . . ~ . - _ - . _ . _ SHEG~ . . . . . / , _ J ' ) ' _ _ U ; ~ - - I
~ ~ ` ' ~ % ~ - ~ i ~ ~ .rc..- ~ A - ' _ . - _ y ~ ~ ~ - - _ ~ ~ , _ ~ „ _ ~ - ' , ~ ~ - Z ~ - ~ - _ ~ ~ _ ~ j ' _ W C.~
r, ! - - - ~ " / ~ _ ~ ~ 2 - ~ ~ ~ ~ ,iE~~ , ~ ~ - _ , rK, - ~ ~ - ~ , t, ~ _ ~ ~ _ _ ~
~ " _ ~ ~ _ , ~ _ , ~ ~ ~ . ~ . ~ . ~ " - . m.Pm~...., . _ , ~ ~i' . ~ ' ' I , . ~ _ _ ~ W ~ ~ ~ rM:72o.r6 _ _ _ ~ ~~~CJ C~ . ~
. . . _ ~ . ~ - , . ~ ~ ` . ~ ~ \ . . ~ ~bi' IMMlG ~ _ _ _ ~ ~ ~
k- - J ' ~S +-I~1G G!?a~E~ 1 - - - ~X , _ _ - ~ , ` ~n - - - ; P~J~D ~~VE~ ; ~ ~ ~ ~ Q
_ D , , _ , W ~ ~ ~
, ~ - ~ Z ~ ~ ~ ~ ~ ~ ' , , ~ . .,MA1L~t fNIR~ . ' ~ t
, ~ _ , ~ ~ _ ~ ~ ~ _ ~ ~ . ~ , ~ ' ~ . ~ . . _ . . . ' ~ I . Y ` L ' ~ ' . . ~ . . ~ , ~ ~ ~ ~ f I~~T~~~~ ~ ~ ~ ~ ~ ~
~ ~ - ~ ~ ~ ~ ~~~T ~ ~ . A~~ ; ~ ` ' ~ ~ - -
_ . ~ AD~. , _ A ~ ~AD~ ~ - ~ ~ X _ ~ -0 _
, _ ~ i . - ~ Q W
- . BARN . . , % . _ . : c~ ~ ~ ~ W ; , _ ~ ~ -
_ _ . , , , _ ~ ~ W ~ - , . . _ I I ~ . . , . . ~ - - `~uTER ELEV t JULY 2~05 =209.3 . ~ ~ ~ / ~ ~ ) 5 '
-''Q~ ~~C~ ~ ~ _ k: PIP . . . ~ E fOUND- SEARCH fOR IT UNCOVERED - ~ _ ~ . ~ ~ . V / ' ~ ~ ~ . M.~~.i.,.APPEARS7JATEf21SDRAINiNGOUTOF ND , ~ ~ j~ - - ~ . B• '_ti A~ONG Vr'ES ~IDE OF PONC. ~ ; ~5.99 - '
. ~ ~ , ~ ~ - ~ ; ~ ~ ~ , , , ~ . ~ . . I . . ~ . ' ~ ?MNl~ , . . ~ COL ,
~ _ ~ ~ ~ , ~ r _ , ~ , . . _ , _ . ~ _ ~ ~ I % ~ \ ' ~ ~ ~ - - ~ _ ~ - ~ ~
, _ , _ ~ . ~ _ , ; cS` ~ ' ' _ ' , ~ ~ Q ~ ~ ~ ~ ~ ~ ~ ~ ~ Q 'O . - , ~ ,
_ , ~ , - ~ ~ ~ , ~ , ~ ~ _ , L . , _ . , ~ ~ _ _ - , , M~ AllEf ~ -~J il 1~~ , . - . ~ \ -
~ ' ~ ' , . _ ~ - _ i . . - , _ ~ ~ ~ ~ ~ ~ ~ lS~ ~ . . ( j'' 1/ . I , . ~ , Al ' . ~ ~~'~i . ~ - ~ _ ~~,\J -
_ , ~ _ _ ~ , ? : . ~ - - ~l \ . . ' V . . : I ~ . _ ~ ~ I i f ~ ~ . ~ ~ . ~
~ ~ i , 1 - - ~ - = ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ - - _ ~ - ~ ~ ~ . ~ ~ ,i.,. . , . _ . . . . ~i , I ~vf (/~l} ~
_ ~e~ - - • - ~ , _ ~ Q ~ - _ ~<~,+o , ~ ~ ~ ~1 ' _ - ~ . . ~ ~ . / V . I . . ~ - ~ . . _ ~ . ~ . . \ ~ V ~ ~ ~ ~ +
~ ~ ~ ~ ~ ~ . P . . _ . . . ~ . o~ , ~ \ _ y . ' . ~ - • ~ . . _ _ ~ . , ~ , ~ . , . ~ ~ f
. . : , _ _ _ - -~m' ?g ] ~ ~ , , / I , . . . . _ . ~ ; : , . . . ~ . . ~ ~ i i ~ - _ _ , . ~ ~ . . . ~ , . ~ .
~ ~ ' . ~'tl . ~ n - - . - ( lJ ~ . . _ _ ' ~ . . , - V ` . O ' . ~ . .
. . _ " _ ~ ` . ~ . _ - - . `l ~ . _ - _ ~ i ~ ` _ , . ~ ~ ~ ~ ~ , . . \ ~ .
. ~ . _ . ' , _ . ~ ~ . . . ~ \ ~ ~ ~ . , . . . . . ~ . . . i , . -.y , . . .
~ I ~ _ - f
, , . , ~~~~a- ~
. ~ , ~ ~ ~ ~ - I , ~
~ : , ~ , , ~ ~ } ~~4 _ , - ; , ~ _ , ~ , _ _ ~ ~1 ~ ~
~ , ~ . : ~ . ~ . . ; , , _ . ~ _ ~ - - ~ - ~ . , ~
, , . _ , : _ ~ , ~ ~ ~ ~ ~ ~ - ~ ~ ~
~ ~ ~ ~I - ~ . . ~ , ~ ~ , - . - , ~ ~ ~ , , -
, , ~ ~ , - , ,
% ' ~
i ~ ~ ~ I ~ ~ ~ , - ~ ~ ~ ~ ~
_ ~ ~ ~ _ - - ~ - ; ~ - ; , ~ - _ ~ ~ , _ , ~y . z
, _ ~ . _ - _ 4 . ~ ~ ~ . - ~ ~ ~n
~ ~ ~ ~ , ~ ; ~ ~ 'E ~ ~ _ _ , , , ~ ~ _ ~ ~,H _ _ , ~ ~ > - t_ _ - _ , , - . ' w
~vn . _ , _ ~ i ~ ~ _ ~ ' '
y y _ ."50.00~ Np~~ , _ _ _ _ _ -
~ ~ ~ i~~ ~ ~ ~ ~ 0,~ , ; , - > r ~ / C~
' ; ~ . . ~ . p , 'p . . . . . ~t~ ~ , _ ~ . ~ ~ ~ ~ Ex1 IN , . r- ~ ~ ~ ! ~ ~ ~ ~ J ~ - ~ , -
, . . ~ . ~ . ~ ~ ~ ~ n '1 . - ` ~ ~ -I ~ o , ~ Q o i ~ ~ _ ~ ~ M~?NE'I ' ~ ~ = ~ , , " CO
, ' ~ ~ _ ~ 1 > _ % ; ~~9 - ~ ~ ~ W ~ ~ , - - ~ - ~ cp ~ ~n , ~ ~
= ; ~ ' _ ~ ~ - ~ ~ W . . f . _ ~ ~ rn ~ ~ ~ , ~ ~ ~
~ ~ _ - _ - , , z N O ° ~ ~ ~ ~ - ~ ~ - , ~ ~ . ~ cu
~ m U I , ~ ~ - ~ P ~ ~ ~ ~ _ Q m
~ . . _ . . . . . , _ , . _ - . . ~ . . lER c-. . , ~ ';OS)=22 40 ~ ~ ~ ~ - " ~ ' _ ~ ~ - ~ ~ ' ~ ~ ~ Z ln _ ~ I\ _ . _ . , -I ~ . h . . - / . . - ' . . . .
OP a.. _ ~ , - P~UGbE= - . ; . ~ . . . . . . . , ~ , - ~ O a , tbH 1 ~ ~ ~ 00 a, ~ ~ , ' F- _ . . ~ , ; ~ , ~ ~ ~ ti ~ . ' ; ~ ~ ~ L~J I ~ cn _ ,
_ ~ . . . . ~ SD - _ ~ 4.f~5'A ! ~ ~ '~i ~
~ . . " ~ ~ ~ 7 ~ ~ Q W ~ , _ - _ , / - . ( ~ r . ~ . , ~ ~ F- - / - - ~ - ~ ~ >U~
_ - _EX1ST(NG ~ , . ~ , ~ ~ ~ ~ - ~ ~ ~ Q m : , ~ _ _ , ~ ° ~ v~ ~ ~
NtB - ~ _ _ I ~i3DE 0F CREEK " ~ _ ~ ~ MANHOLE i ~ ~ ` ~ 1 ~ ~ 1 - ~ ~ ~ , , . - , wo ~ , , ~ , ~ ~ ~ ~
- i ~ ~ ~ ~ w N _ , , ' ` ~ ~ ~ ! , ~ o~ ~
-i - . _ , ; _ _ , , ~ ' ~ ; , ~
_ ~ ! . - : ~ ~ ` ~ ~ - ~ ~ ~ ~ ~ z _ ~ .~v DRAWN ~
_ i ~ . . _ _ ~ ~ ~ , ~ ~ , , , DRD ~
- uT1LITY ~NS . _ _ _ , , i ' FAGLIf1E5, ~UT1LI'TY iNSTA'LL~TIONS AND OTNER PUBLIC ~ ~ I, y_ I ;G, ~ ~ ~ ~ HECKED °
_ _ _ _ , ~ _ _ - RAMPS ARE ~ FAGLIflE~, MNGLUDING SID~WALKS~YsND,HANDICAP~~~ ~ ~ I ^~i' ~ 1:. ~ ~ ' ~ RAMPS ARE TQ 8E CONSTRUCTED ON P,Lt STREETS ` f' C ~ GMM z
~ ' GRAPHIC SCALE As sPEC~Fi~ 11Q ~ ~ ~ ~ ~ APPRO ° AS SPECIfIED' BY `CITY GODE. Ti~I~SE FACILITIES ' ~ / , ~ , ~ v , ~ , ' r_~~~~ ~
_ _ ~ I ~ ~ ; _ HAVE BE~N HAVE BE~N APPROVED BY THE CITY OF RALEIGH '
I V~ t 100 o so ioo 200 +oo AND SHALL - , . . . . . v v v ~ AND SHALL'BE SO INSTALLED UNLESS A CHANGE START DATE
IS AUTHORI q . L. WHITFIELD~ _ IS AUTHORIZED $E WRITTEN APPROVAL PUBLIC ~ w
SANITARI" ~ ~ i PRIpR i0 ,F s SANITARI" SEWER EASEMENTS ARE TO BE REQORDED ~ PRIpR TO FINAL ACCEPTANGE. JOB CODE ~
I ' (nNr~~r) _ _ 9587 A P ~ , ~ SIGNATUREa w
~ 1inch = ~100 ft N , 1 7g A o
. CH1EF ENGINI _ 1-1 - CwrtF ENCrNEER DRAWING =
WILLIAM F- , J. BARRAL- PUBLIC UTtCI ro ~ PUBt1C UTICITIE-S N0. E
I V D 6479 A : 9,3,5 r G-. _ ~ ~ ~ ; ~ ~ - ~ . - , ~ z
1RAfF1G--ENG 1RAfF1C ENGINEER ~ =
~ ~J 1746.011 N/F EONSERVATI ~ 60NSERVATION ENGINEER S-1
t . ~ ~NQRI F~~ R T~RRY ~ 7 n~I C- n D A ~ a y...
O '
, ~
r

U J
~;~,vaa a3iv~w~o! s or~ sarrru~. ~
;~~,~yr~p a13.1tlM' 2lN34 ~ ~ v ~ a
~ > ~
~i(~~~V~, ti ~ C~~~~~ ~ L ~ ~ ~ - ~ O tl
~ d _ cA = O
n ~ ~o = cfl I~ rn ' U ~ ~ I~ cv rn
~ N N c0 ~ J ~ tn O
I ' " _ ~I ~I ~ `L ~ ' ~ _ I ~T~J~1J l . ~il~'~1 ~ ~ 's Z ~ I
~ ; 'b . ' U _ , - ~ N ~ ¢ w _ 70P'228.71 1NVIN~ZO.t3 ~ IPN~IN~~ ~ ~ ~ ~ Q ~ m S ~1' 00
; ~ ~1~~ , ~ ~ CBNt2 ~ ~ INVOlff711.D3 Q ~ . ~ O~ , TOP=22B.21 Q} ~ dj ~
~ _ , r ~ INV IN 29&.88 ; m q ; ~ 'p~ ~ N ~ ~ ~ ~ INVOUT219.76 ~U ~ ~ 0} 0)
~ ~ i , ~ ( FES~43 32LFL38"RCP ~ ~Da~ t,l W W ~p~ ~ ~ ~ ~ ~ uovour=ne.~e vaRO~a~o ~ z z ~ c
~ ~ ~ ~ i f~ ~ ',TOPk725.00 Za~ r EtEV. z34.43 2QJ ~ W 73L.PT M~'OI~7f~20.2~ w., IMfIN 229.64 J ~1 a 2a ~wvn~ sto~ ~ v, 0 3
, ~ ~ i a (~ipt TOP ELEV. cern ~o. ~ $E , p~N. ~~r, o iNVOUr r~a.~ Z ~ , ~ < _r e . ; ` TOP ELEV. 2~.26 ~ EI.EV. .76 ~
' f` . ~ ~ ~ ~ b: a ~ TOP . 242.99 ~ INV IN 238: `~,i r I~ ~ m~ lE 1b3A0' INV IN .16 ~ INV OUT 23 ~ INV IN 238.3~F ~ INY91 235.98 ` , ~ ~ n E 0.5076 F- C INV OIJT 236:Y4 5 m 18in. RCP W U
1 VAR 5i(3Rk~ ~ C, + ~ 209% INV OUT OB ~t 3R r. ? 35 ~o L GTH 102. DIA RCP NIV OUT 7,i5, Sa 4 W y ~ , , 'N ~ R ~ ~ ~ ~ ~ ~ - ~ - ~w r e4 ~a°_` ~ ~ ~srnro~s• z ~
~ ORWN.EASEMEHI' INV =~2.~ OPE ~ tA ~a 8. i~ N IA18Y1. ~ ~2.65 CBINB . :o _ INV- 23~i.19 INV 224.07 ~ a: s > fiRADE~1.71°,L=)T 3 C&N8 ~ %fNV Td4.89 ' ~ ~ .W' TOP' _ 12~.p2 w ~ ~ ' JUNCI'ION~X. 18'
I ~ ~ ~ ' ~ ~ ~ ~ I ~ ~ ~ ~ INV =?A0.61 INV =23818 TOP ElEV. ~ . . . ~ ~ TOp 26&I5 N WVOUi,?37: : ~ ~ 153.DfY r_ . i TOP ElEV: ~ 2~O.E~ ~ U~~ ~ 5 ~ p~~ ' i ~ ' = 72938 wvour,~r:i5 . ~4G ~~~r.~r u~sx , a . ~ ' ,u+vovr asr~O2 - m~~ °
, e ° - F / WV 252. 1.23Yr PRR/A T ~ . ~ ~ ~ . ~ , , . _ ~ ~ , ~ nu1 , , _ ~ - orwa~. 1 ~ ti' @N Bi~ , r / > U f - ~ o , a , 0~ ~ .~tIFICE W1( ' ~ r~ p., Sdm P 28'
~ , '`-~---,~-----~;a. . . . ^~r~~.~~ ~ tl~ . . . . ~ _ . 'F ~u~~Y ar, dsrk:M .xx . r s"~sF 5s ~ , vs~m, ~ . ~ . ~ ~ - „ ' ,t -F ....~rM1# ~ . . . . ' _ .ew.sl~. - , .a - . . ~ . , . . . ~ . ~ ' Z-r *A 3 , ~,~p , ~ / ~ 1NVW 77A, g~~pp~ .305~ ~ , ~ . ~ `~i ~ tOBL, FT _ a 2 p' ~ ptp RCP
3 . , . . ' . , ~ . . - ~ ~ i , . ~ . ~ . ry, ' , . . . , ~ . . ~ , . i ~ _ r z, ~ ~ ~ i o. ~ ~ ~ ' =t.;, ~ .a t.. .w , _ ~ . ~ • ~ . NO. . F.~E~( 22L5/ ~r`. $ _ - m 9~6~ V IDY~ 711.5J~ ~,14 n
~ ~ ; ~ f'RIVATf 5T ~ ~ ~ - - 20 Pf~vATE;si a c,~' o f1~' YrolPl` 2?t.37 4 ' , r . - DRAJN. ~ASEMENT " - ~ fOP t4 j r ~ ~ q~m , o
~ DRNN. ~ r ; , , _ . _ 22~ , . . _ - . , ~ ~ , . ' : , OIJr , . 25.00' D Q G In _ : _ ' ' , . . ~ ~ `Py ' ~ ~~~r ; ~ _'1~ ~ ' ~ m~ ~ Z ~
~ A;% ~ " ~ T` I i~ ~ ~ ~ ~ ~OP ~ ~ ~?A8.B0 - . TOP ~ ~ y{g.SH ~C~ 34~7' a~ ; l~' ~'a N D a+~r in -~iv ~.so S~ o.aox ~ . ~ ~ T 9.EV,-"23B ~ ' ' i~ ~ Q ~ p'$ ~ ~ z ~ .N., p • o ~7 J ~ ~ ~IW xi1.82 ~ , ; ~ ~ . _ ~ , ~ C] q ~l v ~ ~ W
w ; m rn wv z~;io , wuarr .,0 3on. acP ~ aEU .z~' , ~ i i~ ~aza~ ~ , ~ ~ ` _ ~i ~ H ~o ~r.' r~a FlEV: ~ 27 RZ ` , ~ N'1V ~ Kit.42 ' ~ % ~ ~ - o('°'tl ~ ' ~ J l 41 . I IN 237.99 ' p N D~ p Z Q
°~7 ~9x - - o.sox ` . e~'n . " `i ' ~ ~ I ~ MI 273~'0 ~ LfS._ ai EL4V ! , `,,Wq 3 > !A t C6 233.80 Z~" I-- , ~ g ~s ~ ~ m,ztast: ~i TO ~~F ~ ~i~ •~e 3~~w
~ • 20' PRIY STORM T._ ~ ~ , . ' _ , iN~lOlJf 273.36 ~ ~ , , \ ' ~ ' T DrWN. , ~ ~ m ~ ~ ~ _ OllT'211.4 ~ ~ / ; ` IN N Q z ~ ~ .75 fl q p - ~ , , , ~Y: ~ ` ~ ~ i j ~0 IN .5$ r W ~ ~ ' ( ~ , , - . ~ i . ~C (fl .SO ~ ' 9T , ~ ! ' W ~ ~ ~
1 CBA7 ' ~ ~Q' ' fT ~ r% TOP ftEV. 248.32 = ~ . ~ ~ ~ ~ 00_ 00 _ :6 Ylg.pp-- _ ~i (~p8 -i0P H~l. 729.54 ~ U1 m~ ~ Y ~ -
/ ~ MIVOUT~273.E6 i ; ~n ~ ~ ~ 3:~89~ 8 - - TOP . 7bLAI ~ tOP ?2fS0 -.INVPot'2'489 Z~~,~ v ~ 20 PRIVATP 5 RM/~ GD 4 ' WN 21#.84 ~ ~ ~ ~ g INY~f(tT 7YL3U j A" ,N 231.46
~2 t~ . _ f . 0 x~ ,,,:x . . . . . 75 , . . . O . . . C - - ~ ~ ~ ~m~ ~ ~ ~ INV ezs3.to x ~ ~ DRAIN. PA5~1 fT TU 9,~V. &5 p ~ ; ~Qt 73 - ~ 41 ' ' ~ N 217.98 _ . 7 ~ , ~ ~ ~ I 22521 - , , ; - ~ , , ~ ~
` 1N1t, = 23~.00 ~ ~ ~ n ` ~ m' ~ E1~V. 58 ~ ~ 'CB631 ~ DIJT Zt7. ~ s ~ ~ TqP, : z28.a8 , ! ~ _ - - ~y ~ - c~ ~ ~ ` CBM23 N~ ; ~ 1~7 LL 2
~ " , INti1N 281. ~ Tbp ELEY. 238.2T ro', ` o INVOUT 200. , INBOUT .88 E. ~','p V~$ LE 31.9lI" LENfvTH M.Sf l m.. ' IMVQUT .78' ~p ELEY. 2~8.2T ~i,,~ - ~r p ' OUT 2i7. ~ 7 ~ _ - 1 V,OUT EW TOP ELEV. 15 ~ry 9,~. ,s3"' 'y Z, 70P ELEV 215:00 l ~ 1NV 1 . 1 w, ~ ~d. , ~ VOUT ' .78~ iNV~ 218.~ , TH 84 ~~`r ~ ; ~ ; % ap ~ INVIN 21251 ~ ~ o
, ~ ~ ' 3;1 t; SL 0,56%. SLOPE .~9'i SL 3.42~,°6 `~o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~A9' DLI f RQP ' DIA 1 RCP D ~ ` ~ ~ ~ LOPE ~ 3, INYOUT 212.44 - ~ „ , .
3Afn. RC? ~ ~ L ~ ~ ~ ~'fl" ~ . Y - ~ Q ~ 4, ~ ~ I ' ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ , , u ~ ~ r, TA~~~R _ M~ d~'~ ~ , . , ~ . . ; ~ _r 1 ~ .1 ~ D . ~ .,_z . . t ~ W yra . ~ ~ . - . ~ a ~ : a Q 0 ~~~a a
~ ~ G~'" ~ ~ . _ , ~ , ~ ~ > ~ ~ ~ , ~ ~ ~ ~ ' _ ~ ~ t~y ; _ ~o 09'~a ` ~e~cni _ .~a . ~ ~ ~e ~ms ~ _ a~ ~ z, ~s ~rnrour ~,zna ~ C ~ . ~ ~ ~ . ~ 8~, ,z ~ - ~ , , w -1
r - > ~ ~~2 - - - ~ ~ o~ zrm. ~ ~ ~ ~ ~tiea~! ta . ~ ~ ~ ~ ~ ~ ° ~ o ~ 9~l 0~ I~ gt0 CB RWl ~ i i ~ , ~ ,
~ ~ ~ ~ ~ : ? . ~ , ~ ~ ~ 4 , ~ cew, , ~ / Y; S { ~ pp~t ~ ~ ~ ~ _ TQP ELEV. t. $ N; INV IN 3xi.68 ~ ,
1; 4~s' ~ TOP E1EV. 58 ~ P°tz 2Q PRIV 5TORhh ' ~ ~ , , ~ p- ~ ~ ~ ~ n~v a~ . , ~ , ~ sp.o~ , R~~' r~v~IN ta7~` owv~r. N 5TOR~ 3L~PE 1 5% ; ~y. y8 ~p OR~ . ~ INY aIIT 713. U DIA•,15'~L IN 217.54 EA ~ ~ ~ f , '~`k _ ~ ~ _ _ _ , h ~ ~ z ~ _
~ , ~ o~ ~v ~s.z~ , - ~ ~ ~ ~'~o s ~ :,z.~ ~ ~ ~rn~ se ~ ~ ~ ~ ~ $ ~ r~3 e" RC~ ~ n ~c~ ' o ~ `L~ ~ ~'~P~'- NY 230,83' ~ ~ ~ ~ Lq~G1H 3 ' ' i~1 218.00 _ _ RGP . , ~ ~.~RE I WT 217M _ ~~~r i ~ , ~ ~ ' ' _
q1At - [ 4~lS=2µ. ~ 2~' ,~i TDP ~'~T ~~ELEV, 2 4t ~ p p 1 , b+D' a A9 ~ - ~ IN ~241.P6 ~Nmy~ ~ ~ ~ ~ ~ ~G±~sir" ~ ~ ~ % /s~,g~ ~~h' ' ~ ~our~o:~e- ~e ~ `~i t'' ti ~ - , , , . ~ , ~ ~ , ~ W - ~ i , CBM25A ~ p1 , 1i5 r~,Y a ~ / _ ~ TOP ~I.EV. .~3 ~~W 21~,8~ ~ , ~,OT~~ gQ5' ~ ~r~
~ ,f~.~t~!~~~~~~ ~ ~ ~ ~ ~ c~0~'~ ~~~w. ~ z b~~ ~ ~ ~ ~ iH~v+l~~ ~resa ~ ` i oui zW_o~ ~ ~ ~ 30.. , ~ ' 2 .'~?k ' ~ . , ~ ~ : a _ _ ~ ; ~ c~3s6 , N ~'S~\Y~~ ~ ~ . ~ ~ ~ ~INV .04, ~ ~ ~a~~ ~ 'WP ~ B0 ~ ~ INY-IN 21&Bj ~ ~ ~ ~ ~ ~ ~ ~J
~~1~? . ~3~ ~ w ~ ~ ~ _ ~ Gair3sc' ~ a+~~u~ ~ ~ ; _ ~ , ~ . , Fi ~ ~o~ m r ~ _~oP . ~aA~z~ _ ~ : +r~s~ , ° , l n. Q , ~ ~ _ ~ ~v our 2,e. ; ' ~ ~ / ~PE~t~PACE ~ Z ~ ~i ~ X-
~ MIY =213.54 ~ p.~' W~Q , r i ~ " ~ _ , _ / ; ~ , ~ . .~~12~AGRE~ _ ~J W ~ , I~1 , , , ~ < ~ ~w - . , ; ~ _ - i ~
61'< 0 1 B~ S ~%a 0~1T 70 ~ 5+~ 70 3r~~ 1~ ~ ~ ~ ~ _ ~ ~ ~ ~ 230' ~ ~ , < W Q ~ ~ ~ . ~ . ~ ~ j . . ~ 0 . . - . - N~ , ~
~ ; - ? o s~- ~ ' ; 5 s~'' q, . . 2 9 0 ~ P~l7D 9 I ~ ~ t~5. ~ ~ V1 OS1, ~t ~ ~ ~ , ~ , . ~ ~ ~ C.~ ~ ~ ~ ~ ~ , - ~ 'i , ' ; ~ ~ - ~
~ ~ ~ ~ y~~ 1~ ~ . / ~ ~ . ~ ~ ~ ' ~ / ~i ~ ~ w Q ~ ~ ~ ' i~ 50 ~
y~~,p ~yr , ~ja?Ap ~ ~~E s s1 ~ ~ ~~,dE, t~'~ ~ ~N W~1z~h ~Q~.J ~ _ ~ x ~ ~ / ~ i~' ~ r ~ ~ / ~ ~ _ ~ ~~x~ ~ _ o ~ 4 3 Z U
. ~ ~ 5~~f7.~" a~o. , ~ X~, ' a W ~ A ~ ~ SEE DETA1. lE R65.00~ . , L , . . ~ ~ tEVa ~ . / ~ ~ ~ ~ a ~
\ ~ - - . : ~ {~p ~ 'F 'i , / ~ i . S~$1SD81D~10 INK =131.b - V \ ~ ~ TOW ~.BV ~ ` l ~ . ~,V .M ~ 1~ 0~ ~ 9~ ~ ~ ~ ~ ~ ~ ~ ~3 z ~ ~ ~ ~ ~ ? sPr~ao~t 'Q~ib~' - o ca
INV-IN ~b9 'ro 2~3~1 ~'J~'is~ 4 ?.?'~4' a,~o~ ~u.~a~ ~,s` ~ ~ P ~ ~ a~ _ a / 3Q ~o
a ~ 5 ~ : ~ ~ ~ ~ Q~' 3 . $ ~ ~ -tl~F p, 1 / , ~ . . ~ , A . ~ _ . ' t~u'
~ " ~ ~ ~ ~ TOR . 24L ` ' ~ - ` _ ~ ~ : _ , F~p~ ~~QMV I 213,18 ` ~ ~ . - . . . , ~SA7 Q ~ ~ _ ~ ~ ' -3 ~
ilYWf ,i1~Dp--, INY 2~.08 _ . .TA9A3 ~ , - ' ~ - ~Q ~ ~ _ . • . _ IN ?A4.~5 ~ ~ ~ / O ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ - ~ _ , '~w e '~~r ~aoe5)=zoe r° ~ ~ J/^'~~ ~ , - . ~ _ . ; _ ~ % 0 ti UUWL< <aa~t! W~ fi d ~ r~' - V / ,
" ~ , INVIN214/15 ~ *'m . . . ~ ~.t3 ~k. , ~ ~ l , , , ~ . . ~ . . - / N I . qP~%W- M ,F ;,C.~J4 ~ 't ~ = x . Wd 1f__ :~.ut - _ ; , . ~ ~ ~ ' D CN a~ ~n. c-~f W F-
~H ~ . . . ~ ;~~y O~~ - ~ ~ ~ = ~ ~ ~ s~oa~~~e~ ~ ~ , ~ . ~ / ~ / ~ ~ V / ~ ~ ~
~A, flu~a±~: ~ ~ ~ - ~ ~ _ ~ ~ ~ua` ~ ~i ~ ~ ~ I ~ ~ ~ '//j / ~ , ~ ~ ~ ~ ,n i -7
~ ~ aFV. 4~ o ~ _ ~ - . ~ ~ FE3NB6 9 ~ Y ~ ~ ~ / , ~ Q ~ , ~ % i~. , 1 . . _ ~
INF/ OUT 233.W ~ . j MNOUT 216.1 ~ O~ TOP ELEV 210A2 ),~l a o ~ ~ ~ sro~i ~ i~ iH 2~sa ~i ~ ~ ~ cerea ~ g8 - ~ - ~ ~ ~ -0 i ~ _ , ~ , _ , ~ ~ 'a = ~ '
~~~p s~,e , u~vo z~.~ ~ toa ~v. : i ~ ~ ~'r , ' ur ~ ~ ce~ ~ Pt~''- ~ ; z ~ ~ ~r.- ~ _~o~' ~ ~j n ~ I • gr, _mP . z~~.~ ~ r^,) , , h ~ , ~0. ~ ~ ~ . ,
~ ~ ~ , N. ~V ~ . . , F. . . v \ V ~ 2, ~ ~ - ~ ~ ~ ~ - ~ ~ - ~ ~ ~ ~ ~
~ ~ ~ ~ w, a ~ _ ~s ~ pH1~E j~ TH 111.78' ~ ELEV. 241.18~ ~~~.~F, ~ ~ ~ ~ ~ SIOPE 1.83% - 1 Q V' ~ v~ _ _ Fj; ' ~ ~ '
p J ~ / ~ 3 0 ~o wv a~ 2~5.e~ ~ - ~ ~ ~ - a~,. x~.~ ~ ,Q ~ i y 4~ 3' IN 236.W NVN 71928 ~ ~ / 2~~ ' ; ~ O . ~ ~ - - _ -0 a' ~
`t"~- > ~ i iMV z~, i , °"r ~ ~+vour ' CC~/ 4~V~ ZOPRNATC9T0 ~ , lf1XiTF1 3E.OT Q~ \t _ _ ~ . ~ _ ~ f _ ~ _ i
~ F~978 _ v ~WUN. ElSEMENT ' : I SLOPE U.S~% ,R y'~~. ~ IXJC 3t~~ " ~ , DY~~OY~RC~ ,~,g~~ ~7 ~~gg.~' Ga A~? J ~ ~ ~ ~
~H ~ . ?2 15' RCP ~A e ~ t ` ~ i,ry~ ~ ~p ~ ~ ~ ~ ? ~ ~ ~ ~pq~~ i ~ . ~ ~ _ ~ ~ ~ ~ ~ ~ ~
~ ~ . ~ . ~ . ' - ~4a~+~ i ~ ~ FESI16 ~ C&152 2C1 VAT€ ST CBW".~ ~ I RN N 2~5.20 ~ WV pUT - ~ _ ~7 ~
N. ~ TOP 2372t 1 NVOIli 135.10 TOP FJ.EV. 231.81 , ~ ' 1G~~$ INVJN 718.2~ tfV4N i _ , , ~
~ 1fl! .S1 kfi ~ 0 tiL INV OtiT 718.01 ~ ~ o~ ~{F ~`t`~ S ~ ~'f ~p' . W . 'I ~9 . 0. \ t 1' ~ . 2~se g~ $ ~ ce~ ~ ~tE a~ ~y; ~ °G+~, ~ ' ~ ~ , ,
'NIN ~6 . INVOIJf 2%AA T EV. 240.51 • _ 5~ rv sae:u ~ . : rwva W ? ' uur x+e.aa ' o`~ ' - ~ - ~ 1 ~
, g7 BRAIN. ~q'~;~~ 4 ~a ' tdp! ~ ' ~ ' ~ ~y ~O ~ ~ ~ Q3' (~4 ~~1 ~ ~ p ' ~ _ j ~ ~ ~ 'I ~ j. ~ , , . ,
21ih • . ` I ' , TOP 6.EV. Z9A.lQ 1 ' . - \ ~ ~ ~ ~ ~d~` ~ ~ ~ ~ a" i ~ ~ I h , ,
~ ' / ~I IMI OUT 7J~ ~ ~ ~7 " ~l'1 ~ i ~9.1 Bt - " ~ ;fi % ,a afiZ , ~ ~ ' ~ ~ ; . _ ~ ~ ~ ~ ; _ ~ v
P CBL75 ~ I / 1L~GQf ? ° "'i Q 211 _ Q~' f ~i'4 . ~ ~ `~s _ - _ I~q ~ ,
~a Ay `a ~ ~ w _ . ~ - - ~ ~ ~ r=' i
-0~ ~,p, ELEV: , - ~ m ~ I " ~'g~ ~ a'° ' ~ ¢ ~ ~ ~g~ B~V. ~ .B5 q, ; ' ~ C8187 TOP~ . 235AB ' i b . ~ cf~ ~~QS~ ~ p~' +,~pi n. ~s~ w.~xa~ I roP e.EV. xn.~ ~vr~ u~~~ y ~°b , ~ j
.o~ ~ 9th' 7~: ~ w a i~ ~ ~ ; ~ s~~R , ~ ~P~ •a, ~o M~aa¢ $ I Nvourzws~ a~v ~2e.~o ; vo s4, $ 728.97 OU~ 234 i ~~S ii ~ 4~7 y$ ~ N ~~i~'~ I i
T O P J m 3 . ~ ~ C~ ~ 0 p~ y t 2 ~ MV-I ~72B.Bt'- _ >I ~ \ ~.yF- iNU 1~.BZ " TOF . 234 ~ ~ CB~B n a. 4~ ~ y ~ ~ ~ ~
~ar, ~ z~.t~ n~n ~,.~o ~ ior aFV. ve.m ~ `~i ~ ~ , ~ ~ . N ~ NVN 1JiZi ~ ~ ~ ~3~~ ~ g~~ ~ y$ " , . ~3 i ~ ;
_ . 9 . ~C , A 7 Ow~- . . . . l ~ 'i ~ i ~ NVN 2'9~.85 i ~h n . .a 'i ~ DU118n. RCP i ' ~ NVOUf2127i ppW~ ' a~.~'', ,815g i ~o~~,`~s ~ ~r ~ . 0 ~ ~ ~ ~ ~ Z 1 - ~ Q ~
L'd ~ ~ ~ ` ~ z°c ; I TOP EIEY. 231] ~v~ ' • % 1~c~H ~ / ~ ~
RNN .14 ~g~jH ~ ~p / p' ~ ~ ~ INV IN 728:91 ~ ~ ~ ~ ~ j ~ pV 233.03 ,,d ~ ~ SIOPE % n~i~g.:l ~ INVOUT 7lB.71 ~ ~ ~1 ~ W ~ -1 , I j ' t ~ in
~ tlIA 15h YM63 9 'S' ~ ~ ~ - ~ t a - ~ ~ , , ~ I ~ ' y wv p~.~~r' Mv ~as.gr x Tov ~v: °0' , o~ ~ . a ~C'o~~' i z~ ~ ~ i ~ ~ o ~ - - - 0 ~ / 1 N
~ ~v x~±ao .`~yp, , ~ ~ ~ Nv ~ ne.n ~ ~ ~ o ~ ~ 2 ~ ~ENQTN 3 1B` v' TOP B.EV. SS ~ I MV OUi 716.87 •n ~ ~ j ~
SLOPE INV 256C 21L 1SRCP a~ ~p •~F oNtsi 0°- ~y i ~'a~ EXI N ~ N ~ ~ ~ ~ ~ _
~ .~30.00' CO - . , , INV I ' ~ ~ = SEE DETAI - iHV ~ _ LOT4~#3 ~a. _ - = -si~saa~o-~o ~ s~o~N~ ~ , i , , . , - , _ ~ MANHO . si~sna~o-,u / ~ y~ N
z ~za.ee ~ A ,s / , OP~N 5PAC@ ` iH 2~ _ , I ~ ~ ~ / ~ I _ _ ~ / n " ~ i O
, _ ' - ` 3.3486'ACR~S _ , „ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ _ _ _ . , _ ~ G, ( ~ ~ _ ~ . ~ ~
~ . , , , _ - - , _ , _ ~ ~o ~ . - ~ - _ ~ 1 0, ~ ~ , ~ ? lWi~S(~tEEKIMERCEPTOR ~ ~ ~
- ~ ~ a W : ~ 3~~0• u~ ~ ~ ~ ~ s~oae , ~3~ ~ ; , ~ ~ ~ ~ , i ~ ~ - _ _ _ BIY 19D2 PG 869 ~1 ~ Q _ , . ~ ~ - , _ , , _ ` - ~ ' ~ ` a~
- Q. ~ oN~,. - - ~ee_ ~ ~ , x~ae i ceiro o ~ ~ _ s~, ; ~tru ~~r.n - - _ _ i C~ ~ ~ ~ , ~ , , _ ~
Q ~ i ' TOP HFV. .bS D ~ ~ ~ tr_~ ! . . , _ - . ~L , a NV 233.65 MVM a t c.E~ 7:' • - 230.96 . ...v ` ~ . - _ r._ : _ " INV:fNff~14A ~p ~ . _ _ - ~~r. ~ ~ ~_r._ o~~tt.o ~ ~ m
NNOUT .,m Y , _ . ; TOP BEN 230.87im FE pOf08 _ _ - EN - - - RN M 227 - ' ' N~/ .02 !fp _ ~ 4,05~^ ~ ~ 3 ~ _ ~ ~ ~ ~ ~ ~ i , 1 , ~ , ~ _ ~ --_'V ' - ~ . ~ - ~
NV IN 227 A ~ _ _ _ ~ . ~ ~ ~ ~ . ~IVOUT .18 9 ~ ~ ~ EXISTING - - ~ - ~ _ A , ~ _ ~ ~
~ ~ ~ ~r ~ _ ~ ~ \ i ANHOLE ~ - ~ _
5~~~~~~ , ~ _ „ ~ , ~ X ~ W
TOP ELEV. 232A8 ~ , INVIN 218.54 DETAIL W ~ , J o _ ~ ~ t ~ V i
~ INVOIff 228.34 SFEETSD~9~P10 f ~J i _-t ~ ~ ~ ~ cn
~ z ~ ~ ~ DRAWN ~
"-n~ i ~ ~ ~ ( ~Y~ ~ ~ ~ ~ ~ GMM a
HECKED °
G ~ ~ cU ~ GMM ~ z
J ~ APPROVED ° U
, ~S ~y GMM o
START DATE W
UV~ I L ~ ~
~ JOB CODE > ~
u ~ r~u/`r~` D~,u.~-~.d- . ~u cn - w
Q 0 ~
~ DRAWING ' ~
No. ~ ~
L ~
EXH - 1 ~ C
N r-i
C!7
d
_ . . _ _

_ _ _ - - _
' ` IN IN 219. 3 iNV ut~ ~ ~R ; _ . ; . ~ ~ , / ~ , , ~ r ~ f: ~ _
~ t i / . ~ l
_ , ~ . . , ~ . . A t,i~ _ C~ ~ J
~ / , , ~ . ~ ~ ~ n 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~
~ ~ ~ ~ ~ ~~o ~ ~ . ~ . - ~ _ _ ~ ~ 2Q PRIVA ~ E T r ~ ~ , ~ , ~ ~ ~ ~ 0 5 ~RM ~ ~ ~ _ ~j- ~
, ~ 0 ~ ~ ~ ~ • ~ ~ ~ ~ ~ ' ~ / ~ tj o ~ ~r ~ ~ , . ~ , . . ~ ~ _ 'i,--~ C\, L ~ : ; i I, ! C > U ~ ~ ~ , , . . ~ ~ x
~ 7. ~ s ~ ~ ~ ~ _ ~ / ~ ~ • ~ i , . , . , • DRAIN, E SEME ~ ~ " ~ o ~ Q NT ~ ~ ~ a o~ ° ~
~ s ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v . ~ ~~,J ~ . • ~ ~ , L ~ ~ =o ~r ~ o~ s~~m
6. ~ ~ , ~ ; ~ , , ~ - ~ ~ ~ ~ ~ . ~ ~ ~ R'J _ 1/ . r` ' ~ r cv rn ~ U ~ ~ ~,m ~ ~NN~
/ ~i~ ~ S ~ ~ ~ ~ ~ ~ ~ f ~ ~ ~ ~ ~ ~ . . . . ~ k: . . . v o ~o . _ ~ ` ~
y~~ ~ ' n ; ~ . . , / ~ ~ ' - ~ ~ ~ cl.~ ~ ~ ~ . . . . , . , ' ~ ~ ~ \ . O , . ~ ' . . . . . ' . ~ Z cn - i i ' D ' I ~z~~o
; ~ ~ : ~ ~ . ~`f, ; . " O~ N ~ - ~ ,11 J rn m - ~ ~ Q ~ ~~t~
l ~ ~ ~ ~ ~ ~ ~ : ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ { ~ ~ ~ ~ ~ a~ _ -l N ~ r~ _ ,r; N m _ ,
~ ~ ~ , ~ C, ~ ~ . - ~ ~ ~ ~ ' ~ " ~ ~ . ; ~ ~ ~ ~ ~ O ~ _ o ~ ~ ~ ~ , ; _ ~ rn~
~ ' ~ ~ ' ~ ~ ~ ~ - ~ , . - ~ ~ - - n ~ - ~ f~~ Er ~ O y~ ~ - _ ~ ~ ~ , - - _ ~
, ~ ~ ~ v ~ ~ ~ - , ~ _ , ~ . ~ w _ ~ ~ _ - ~ ~ _ - , , ~U~N
~ p ~ ~ , ~ _ ~ ; ~ _ . ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ , ~ ~ O ~ ~ ~ ~ ~1 ~ ~ ~ ~ ; ~ T ~
/ ~ ~ , _ ~ = - ~ _ ~ ~ ~ o• ~ ~ - ,;.y ~ - - ~ _ ~ ~l _ _ _ ~ . ~ ~
~ ~ = , : ~ ~ ~ ~ ~ . , 4 ~ ~ r ~ ~q. ~ _ ~ ~ ; ~ ~ - . ~,e ~ _ ~
~ ~ ~ ~ ~ ~ , ~ ~ ~ - ~ _ .
- - ~ ~ ~ ~ ~ ~ _ ~ o a , _ ~ ~ ~ ~ . ~ _ - ~ . ~ _
~ o - , ~ - : ~ ~ ~ ~ ~ ~ ~ ~ r ~ . ~ _
~ o Q . ~ ~ ~ - ~ ~ , _ _
~,a ~ ' zn % T EL RED
~
~ ~ > ~ _ _ 0 , _ ~FR - ~ -
D _ _ _ _ _ C> ~ ~ ~ • E1~RGE
O ~i ~ ~ WqY ~ _ ~ ~ : - _ _ ~ ~ 0 p ~
~ ; Y DETEN ~ 1 I tr~ -
Q _ - - . _ _ _ , ~ _ - _ - - - z
_ , , ; _ - _ _ 1, _ _ - L~ _ ` C~ _ ~ _ o U /
_ - - - _ . ' , _ ~I _ ~ ' . - _ - F-=-
~ _ - _ _ ~ _ oC _
! . _ _ P - -Q _ , co
. . . U _ c") - ~
_ . . ~ , _ -
~ . . ~ ~ , , ~ _ _ . _
_ _ _ M ~
(I~ N
_ , ~ _ _ _ ~U
50.00 _
_ - ~ _ - - - - - - _ ~ ~
~ - ~ _
C.~
~ , _ , , _ _ ~ - ~ III W W
r- W ~ ~ ~ rn
~ ~ Q V 1 Q
z ~ W =
0 ~
~
A T H A C ~ z
n ;
~ ~ o ~
- - CP GRAPHIC SCALE _
~ ~ o ,5 ~ ~ W z
; ; - ~ W
, ~ - ~ I--
~ ~ W ~ ( ~x ~~r ) ~ ~ C
1 inch = 30 ft. ~ ~ ~
„ x „ ~ t X
X
, ,
, , X
} ~ X X ~ ~
~ ~ ~
ST E~ 238 EMERGENCY SPILLWAY
EL. 217 EMERGENCY SP EL 218 EMERGENCY SPILLWAY ILLW~ CY SPILLWAY ~ , ~ EL. 236 _ - EL. 237
- - EL.215 EL.216 \ ~ EL. 216 E~. 217 ~
3 " ~ .J y ~ y r~ ~
y ~ ~ ry ~ ~
36'RCP
~ 24'RCP 24 RCP ~ z
4 ~
> w
~
U ~
J ~ p
Q a ~ ~ ~ cv
~ ~ ~ ~ ~ ~ r,
W Z ~ ~ Q
N O PUBLIC ~ O c- (~'i s..w cd~nm~,~.n~ s~r.~, ~ m U ~ "
UiIUTY INSTAL~ FACIll11ES, INCU UiIUTY INSTALLA110NS AND OTHER PUBLIC m~ atr or eaayn ~.,,r ro u, ~,~e~„ ,,,a ~e,,;,,, ,r ym FACIll11ES, INCLUDfNG SI~EWALKS AND HANDICAP H~ ~o,,,,,,,~w„,,,,,,~a,,~„ w, aw ~„k m'~cy, ~nr~ Q J Z L~ m
~ ~ ~ ~ RAMPS ARE TO AS SPECIFlED B' RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS 1 f ai0°~'~°'~ a c~r o~ am.iyn ~ ~ o~ AS SPECIFlED BY CITY CODE. THESE FACILIiIES ~ a.mn + W~ ~ ~
X HAVE BEEN APP X HAVE BEEN APPROVED BY THE GTY Of RALEIGH = Q
AND SHALL BE IS AUTHORIZED AND SHALL BE 50 INSTA~LED UNLESS A CHANGE ~°"'b"`""' J~~ I J ~ ~ IS AUTHORIZED BE WRITiEN APPROVAL PUBUC _ _ Q W ~
- - SANITARY SEWEf ~ • PRIOR TO FlNAL ~ ~ PR ORaRO FlNALRACCEPTANCE,ARE TO BE RECORDED - . PueuC ~ U J~
wo~ on+,~~,~t,~.,.~ sM.n ~ Q ~ m ~ n~e aq m Rd.yn a~r,y m m. comecu~ ma on.tim ~ a. rn~+. o~ .a~r ,yNen m,iw.~ m 3
u~rtkm~Han~AxaMs'~a~i m~epe~dACatWa~ u~a Iw ~hY prof~ ~WI canfam ro Us Clty'~ Pu61i f W O 'O
CHIEF ENGINEER_ 9f CHIEF ENGINEER arr m wm.~ W ~ N m ) f wea~ wr~w. o~+..,t r.mn ~ J Q~ 0
. , PUBLIC U11LIilES PUBLIC U11LIilES , ~ ~°P°'° U ~ u~j oae t~
TRAf'FlC ENGINEEI TRAf'FlC ENGINEER DRAWN z H 3
CONSERVATION EI CONSERVATION ENGINEER DRD ~
HECKED
~ - . GMM ~ z
1 A 11 T I I (^i ' ~ r-~ i r- i r ~ . ~ , , _ - • ~ i e r i -r i i n > > ~ ~ r- , r, . . . _ _ APPROVED ~
vVl I h ~5 UKif IUL IIN HUX VUI 111 6 UKI- IUE I cMM o
- START DATE ~
w ' ~ . ~
JOB CQDE > ~
w
• .5 SQ. FOOT. I . . o T. • ~
DRAWING ~
No. ~
~ ~ ~ OF 232 D 9
. - C C
N i ry
I Ox. , j
Ezi

,
' , I ~ V ~ • . . , " ~ ~ . . ~ p ~ . ..a o , ~ - _
1 ~o , ~ ~ o O. ~ i ~ t9 ~ - , i ~ I ~ I ` ~-r v ~ ~y V , ~ ~ /o ~`7 I
~ ~ , , ~ o ~ _ , ~ ~ - , = I , _ ~ ~ , / _ U ~ , ~ _ l''0 , , ~ ~ ~ 'V ~ ~ ;
~ '0 ~ ~ V= 21 ~ ; 0. . N ; ~ , - ~ ~ ; , . , ~ ~ ~ ~ ~ 0 ~ : ~ , ~ .
Q , , , ~ ; . , ~ c~ _ ~ ~ _ ~ , ~ i ~ Z . , ~ ~ ~ , ~ , , ~ , , a~ a~ a~
o~ ~ o , ~ _ _ . , ~ ~ > ~ _ ~ , ~ c ~ ~ ~ 1 ~ ~ ~ ~ , ~
• • . N , , 7.44 _ I o cr ~ ~ _ ~ , - ' ~ ~ ~ c ~ x (~J ~ ~ ~ , " ~ i.' ~ o 0 0 0 ~ i ~ , ~ ' -
~ . _ ~n : o , ~ ~ ~ f _ C`~ ~ 0 ~ ~ , ~ d - o~ ~ ~ . ~ , ; , . o , I , ~ , - A d~o z
~ ~ i - , ~ 'Q ~ ' , ~ ! ~ , ~ ~ ~ ~ _ , - ~ ~ ~ , . ~ ~ ~ ~ N rn ~ , ~ ~ ~ ~ ; ~ . ~ i ~ ~ : ~ ~ ~ ~ / U D N N (0
N ~ . ~ , ~ ~ ; ~ ~ _ , ~ ,~L 1 ~ ~ - - ~ 1~ ~A. Q J ~ lfl O / C
~ ' ,,,Qjl ~ \ / ~ U I I ~ ~ ~ _ ~ ~ z - ~ , _ \ ;
. : ~ ~ _ • ~ ~ ~ ~ \ ~ ~ ~ _ N ~ r1 - - - / ~ m . ~ ~ Q~
~ 1 ~ ~ ~ ~ - , i ~ - , , ~\t~ i L ~ . ~ w ~ ~ rn rn _ ~a~
; ; ~ , ~ , _ ~ 3 _ r~ ~ ~ ~+l
, - - 1 ~o ~ ~ ~ ~ ~ - - o ~ • z>~ ~ h ~ ~ ~
• ~ Ne C~ ~ ~o ~ ~ ~ ~ ~ ~ 19 ~ ~ j ~ ~ . , . . _ ~ ~ . . ~ ~ , ~ _ ~ „ ~ ~ ~ ~ ~ ~ ~ ~ w ~A? / _ ~ ~ ~ _ , ~ ~ ~ ~ ' ~ ~ ~ ` ~ ' -,-1
E'(~ Z 0 ~ ~ ~ / ~ ~ / ~ , ~ ii ~
OR~ BP~ V . . o , v _ , - ; ' - U ,
o ~ti~~ ~ , ~ ' _ ' i o ,J' , ~ ~ ~
. ~ ' ~ , fl ~ .4
r ~ 'p ~ . cn
: Q , o • o ~ ~ I n a ~ o . _ o h ~
~ a _ ~ ~ ~ , O ~C' V - -
o~ o0 .c~' F - • o zm _ co - .
~ ~ o va ~ ~ ' _ ~m 3 ~ 6If 24
. N T z V 11 . . t~ l~ / ~ V
ti Y ~ . L o A ~ ~ o .p
N 4 . 7; O w- ~ - ~ Ci . _ / ~ cs,
O , C ~ _ , ~ ~ a - cn c,n -
t4 ~ a 0 ` ~ ` r~ ~
~ - ~ ~ . ~ ~ A ~ _ lJ 1 , 0 ` ~ - / ~ - O
2 _ , ~ ; ~ ~ G ~ - ~ • ~
- _ _ ; ~ ~ . ~ E ~ ~ ~ ~ r. ' ~ ~ w ~ - , ~ G
~ , 1 _ , ~ , , ~C ~ ~ ~ ~
1 - - - p : . w f ,r U - ~ ~ ` ~ ~ ; ~ - A ~ ~
Q : _ , - , ~ , o / , m
, ~ ~ J ~ , ~
a , ~ ~ . ~
J i (f~ N , (31 , _ cn •4
~ ~ ~ ~ ~ ~ ~ . , 6 , ~ U °y
~ , c~ , z
~ ER ~ ~ , 3 W 0 4
1 r ~ ~ ~ ' z
0 , .a D c~ ~ ~
~ ~ . . . _ ~ - „ W W w
~ Q ~ Q ~
z W z
O
1 n ~ ~
~ GRAPHIC SCALE
_ z
% 30 ~ n 30 p 15 30 60 120 O
24" - RCP ~ ~ W z
;
10~ ORIFIC ( W FEET ) W
1 inch = 30 ft ~ _ _ _ F---
n n ~ W
I ICE 0 ~
/ ~
%
f t X
, , „
X x
, ,
X
, ,
4 X4
E~. 219 EMERGENCY SPILLWAY ~ „ X
~ L. 217.5 EL. 218 E
u' ~ EL 235 EMERt ~ y - EMERGENCY SPILLWAY ~ , _ ~
~ ~ EL.233.5 EL.234 ~ EMERGENCY SPIL W EL.231.5 L AY
~ ~ y r ~ r~ ~ \ y ~ E~. 2so E~. 2s,
24 RCP ~ r~ ~
y ~ ry
24"RCP ~
24"RCP Z
4
~ >
~
~ ~ o ~ ~ ~ o
Q N > ~ m
~ W ~c'
W J I~ ~ o PUBLIC
5,.~ ~ N o ~ o ~ The QlY ot Rdai,~h wnwnb to Me wnmetim md ctNm of Ur Citj~ pNk ws M~ w eAOm on rY~ `J I O
1 ~ 9 ) Mb Mm Tho matMal aA canNUdkn~ iMlnd~ uW ror 1M~ pro}ci aMl anMm m IM Oty~ Pudk ~ W uuxrr xa~oaa' :~eam ma y.e~uu~~ Q z~ m
~ X tlty ol Rdtl~ _f ~ ) RbFc UtY~ee Depo'Unsit WnMI / ~ O ~ 01
X CamWctian AVP~~ W T ~ Q 1 Oata ~ n ' ^ I ?
LL rn ~ueuc Q W ~
wma aeMwtwn/[~t.,aan sMen > r, J~ The tlty M IHa~y~ aon~h N IM connadi~ ad atmdm of Na plje D~ ~ala ~ ~hmn m I ~J 01
Mis qm. Th~ mdwlW vq cy~puctfml rtMtwde uwd (w Ui1 propct qMl can/am t Ms qtYS WdK ,rn Q 3 Utlltlw Hv~aau' Maesd' ad q~eMooflonc V I ~ N 'p ~ I,I O LL Q
~~~ue~ o~orn~~~ r«mrc + Z ~
71 ~ ] O N o
U ~ ~ i . , ~ ~
H DRAWN z ~
DRD ~
HECKED °
UTIUTY INSTALLATIONS AND OTHER PUBLIC ~ FACIIJiIES, INCLUDING 51DEWALKS AND HANDICAP • - . GMM z
, RAMPS ARE TO BE CONSTRUCTE~ ON ALL STREETS AS SPECIFlED BY CITY CDDE. THESE FACILIIIES ~ APPROVED ° U
A i Tt- i r • ~ .r . . ~ _ _ . . . . . _ . . . - r,rr.~ .r,r,r,..~r~ r,.. +~~r ~r r~~~~ I I~F IN Rnx ~MM ~
I\v~~ I~e I L~/\H\V/~ n I I) 1 nNYL oCCry ArrRVYCV ?1 InL Uli Uf RHLCIV~ • . . . . . , ~ . v v i Q START DATE w
H I v i' AND SHALL BE SO INSTALLED UNLESS A CHANGE I S A U T H O R I Z E D B E W R I T T E N A P P R O V A L P U B L I C NOTE: SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ • J J
PRIOR TO FINAL ACCEPTANCE. • tND `iQDE >
, . 4 SIGNATURE . 1. SQ. H , - C!1 W
P) CHIEF ENGINEER ` . ' O
% DRAWING =
PUBLIC UTiLITIES - No.
. TRAFFlC ENGINEER . ~ ~ . . _
CONSERVATION ENGINEER - ~ , C
QJ ~ K 10 ~
~

~
v ~ ^
-J ~ X ~ U ~
w ~
~ ~ ~ ~
~ N ~ v ~ L~ ~ ~ ~ ~ ~ ~ N tD
~ o = ~ ~ c0
= N ~ co
FROM TO DRAiNAGE MANNING RUNOFF CA SUM T~ TO TOTAL T~ RAIN~AIL RUNOFF GONTRIB. TOTAI. PIPE PIPE FLOW INL U~ aU r~
LOW INLET ~ o z ~ ~ - U~ J ` .OCITY IYPE FROM TO DRA~NAGE MANNING RUNOF CA 5UM T~ TO TOTAL 7 RAINFALL RUNOF CONTRI6 PIPE I ~
R~QUIRFD CALCULATED ROAD AREA A ROU~t1 N COEFF. COEFF. (acres) CA STA. TO STA. INTEN511Y (cf~) INPLOW FLOW DIA. SLOPE VELOCITY TYP DRAINAGE STfZUCTURE - - ~ ~ Q 6UTTER ~UTTER SLOPE (acres) (n) (C) (acres) (mm.} (min.~ (in./hr.} (cfs) (cf~) (in) (ft/ft} (ft/s} - - - - - - TOTAL P PE FLOW INLET Q ~ rn ft/s} AKEA A ROUGIi N COCFF. CO~FF. (acres} CA STA. t0 STA. INTEN5ITY (cfs) (NFLQW FLOW DIA. SLOPE VELOCIIY 1YPE m'a~ rn~
- AREA 5.67 SPREAD SPR~AD FE5#f CB#2 0.9 0.013 0.5 0.45 0.45 5 5 7,5 3.375 0 3.375 15 0.005 3JZ12 Y-INLE 'Z I 2 Y-INLET (acres) - (nI (C) (acres) (mm•) (min.) bn.h~r.) cfs in °c~ ~v ~ "
0,2 0,8 0,90 8,75 .l , CB#2 C6#3 0.2 O.dl3 0.8 0.16 0.61 5 5 7,5 4.575 0 4. 18 (N CB#~ 5,67 575 0.005 4.202I S Gl ( ) (cf5} ( ? (ftift) (ft/s) 0.Sj ~ ~ '.021 S(NGLE ~ o,
CB#3 0,2 ,7 ~76 0,75 C6#3 CB#4 0.2 0.013 0.7 Q.14 0.75 5 5 7.5 5.625 0 5.625 IS 0.005 4.2021 SINGL ~ 0.4 0.013 0.55 0.22 0.22 5 5 7.5 1.65 0 I.65 15 0,005 3.7212 51NGLE ~ a~ ~t .021 SINGLE p,2 0.013 0.8 0.16 0.38 5 5 7.5 2.85 0 3.7212 5!N
, 0 ~ 0,75 CB#4 CB#5 0.3 0.013 0.65 0.195 0.945 5 5 .5 I 2 I CB#4 0,6 5.6711 6 7,5 ~ 7.0875 0 7.087 8 0.005 4.02 SlNGL '02 I SlNGLE 2.85 ! 5 0.005 GLE
CB#5 0,8 5,6 0,90 7,5 6,14 0,75 CB#5 CB#6 0,2 0.013 0.8 0.l6 1.105 5 5 7.5 8.2875 0 .287 24 0,005 5.0905 SIN~L ~ CB#75 CB#76 0.1 0.013 0.8 0.08 0.46 5 5 7.5 3.45 0 3,45 IS 0.005 ~,2021 SINGLE W >905 SINGLE ~ ~
CB#6 4,44 0~75 CB#6 CB#7 0.! 0.013 0.8 0.08 1.185 5 5 7,5 8•8875 0 •~7 24 0.005 5.0905 51NG1 6 CB#77 ~ ~05 51NGlE 0.2 0.013 O,S 0.16 ,62 5 5 7.5 .65 2.63 7,28 I g 0.005 ~},2021 51NGLE ~ f~
8,75 ~ 0,75 CB#7 CB#8 0.2 0.013 0.8 0.16 1.345 5 5 7.5 1~.087 0 10.08 24 0.0~5 5.0905 51N6L I~ - ' )905 51NGLE CB#77 FES#78 0. I 0.013 0.8 0.08 .7 5 5 7,5 5.25 I 3.69 18.94 30 0.005 5,9070 51NGL~ ~ ( ~
CB#8 0, 8,75 7~2 0.75 C6#8 FE5#9 0.3 0.013 0.8 0,24 1.585 5 5 7.5 11.88 0 11.88 24 0.005 5.0905 51NGL )905 51NGLE
CB#11 0,5 7,5 6,75 OJS CB#76A C6#76 0.44 0.0! 3 0.7 0.35 5 5 7.5 2. 2 0 .625 I 5 0,005 3.~2 ~ 2 ~INGLE
~B#12 0,05 5,67 ,1 7, 2~2g 0,75 }~~!~0 CB#f i I I 0.013 0.4 4.4 4.4 5 5 7.5 33 33 36 0.005 . 4 YtNLE 4 0 6 670 ~704 Y tNLET
CB#14 0,35 0,85 5,6 .687 17,2 2 8~79 cs#~ ? Ca#i2 0.2 0.0~3 0.5 o.i 4.5 5 5 33.75 0 0.00 6.6704 r 7.5 33.75 36 5 S NGl ~704 SINGLE CB#77D CB#77G 0.4 0.013 OJ 0.28 0.28 5 5 7.5 2. I 0 . f I 5 p, 3.72 ! 2 SINGLE
B#16 0.5 5,671,418 7,5 6,24 1,7 CB# I 2 FES#! 3 0.05 0.0! 3 0.5 0.025 4.525 5 5 7.5 33.938 0 33.94 36 0.005 6.6704 SINGL ~704 SINGLE CB#77C CB#77B 0.5 0.013 .6 5 5 7.5 4.538 0 .538 18 p. 5 4.2021 SINGLP
CB#17 0.27 0,65 ,67 ,99 7, ~ 2,72 CB~776 CB#77A 0,95 0.013 0.6 0.57 5 5 7,5 8.813 0 .813 24 5.0905 pp~g~
0,2 0,75 ,67 ,851 7.5 4.41 ~,72 '212 51NGLE CB#77A CB#77 0.5 0.013 0.6 0.3 5 5 7.5 I 1.063 24 5.0905
0,1 0,85 5,670,48 3,72 1,7 CB#14 AD5#15 0,35 0.013 0.85 0.297 0.2975 5 5 7.5 2.231 0 2.231 15 0.005 3.7212 51NG1 9 6,25 ~
CB#20 0,17 0,85 5,670,819 6,25 4,84 1J '2 I 2 51N~LE CB#79 CB#80 0.35 0.0 ~ 3 OJ5 0.2625 0.2625 5 5 7.5 !.9688 0 I.969 f 5 0.005 3.72 I 2 51NGLE
0,8 8,75 6,14 CB#16 C6#17 0.5 0.013 0.5 0.25 0.25 5 5 7.5 1.875 0 1.875 15 0.005 3.7212 51N~1 CB#z3 5,670,907 0,75 ca~~7 ce#i8 .2 . ~ .i , 7,680 5,37 0 7 0 0 3 0.65 0 75 0.4255 5 5 7.5 3. I 913 0 3. i 9 I I 5 0.005 3.7212 SINGI '212 SINGIE B# CB#81 5 3,79 6.39 18 0.005 4.2021 51NGLE
CB#24 0,15 0.8 5 6 ~ ,7 CB#18 CB# I 9 0.2 0,013 0.75 0, I 5 0.5755 5 5 7.5 4.3 I 6 0 .3 I 6 I 5 0.005 3.72 I 2 SINGL 2 ~ 2 SINGLE CB#81 C6#82 0. I 5 0.013 0.85 0. I 27 0.475 5 7.5 3.563 3.79 7.35 ! 8 f}.005 4.202 I 51NGLE l~n
CB#25 0,08 ~ 5,67 Q,36 ~ 3,97 0,75 C#26 0,1 0,8 5,67 ,48 , 4,57 0,75 ~~~9 C6#20 0,1 0.013 0.85 0.085 0.6605 5 5 7.5 4.954 0 4.954 18 O.OQS 4.2021 SINGL $ ~ V 1 .02 I SINGLE C6~82 CP#83 0.35 0.013 0.75 0.2625 0.7375 5 5 7.5 5.5313 3.79 9.32 { 24 0.005 5.0905 51NGl~€
~~#2~ 0,25 0~85 ,67 L205 8,75 6,93 0,75 CB#20 Yf#21 0,17 0.013 0.85 0.144 0.805 5 5 7.5 6.038 0 6.038 18 0.005 4,2021 Y-INLE ~ Y-INLET ~83 CB#84 0.5 0.0 ~ 3 0.6 0.3 I.0375 5 5 7.5 7,7813 3.T9 I I.57 24 0.005 5.0905 51NGLE ~ .02 I
CB#z7A 0,2 0,8 ,67 0,907 6,14 0,75 n#21 YI#22 0,01 0.0l3 0.01 0.0001 0.8051 5 5 7.5 6.038 0 6.038 18 0.005 4.2021 Y-iNIE '02 I Y-iNIET CB#84 CB#85 0.3 0.013 0.6 0. t 8 I.2175 5 5 7.5 9. ! 3! 3 8.74 I 7.8 30 0.005 5.9070 SfNGLE Z
CB#z5B ~~2~ 0,85 ,671,06 , 5 6.1~ 1,0 ~#22 . ~ o q o.005 5.0905 SiNG~ 905 51NGLE C6#85 FE5~86 0.35 0.013 0,6 0.21 1.4275 5 5 7.5 10.70 8.74 19,4 30 0.005 5.9070 SINGLE ~
B#2 0 0.005 5.0905 5lNGl CB#25A 0,05 0.85 5,67 ,z41 2~92 1,0 2 . ~ . ~ 2 i 2. ~ ~ 2. i z 1905 5lNGlE ~
0,2 ,96 3.07 CB#2~? CB#25 0. I 5 0.013 0.8 0. I 2 !.745 I 5 5 7.5 13.0 0 I. 24 0.005 5.0905 5lNGL CB#z9 0~85 5,67 7,5 13,5 3 09 1905 5lNGLE YI~`8~A CB#80 0.92 0.013 0.55 0.506 ~.506 5 5 7.5 3.795 0 3.795 15 O.OQ5 3.7212 Y-INLET ~ Q
CB#30 0,3 0,85 5,67 ~44 7,5 6,29 1,7 CB~25 C6#26 0.08 0.013 0.85 0.068 1.8131 5 5 7.5 13.598 1.2 14.80 24 0.005 5.0905 SINGI 1905 SINGLE J
~$$$31 0,2 0,85 ,67 0,96 5,~~ 1,7 CB#26 CB#27 0.1 0.013 0.85 0.085 1.8981 5 5 .5 14.236 1.2 15.44 24 0.005 5.0905 SfNGI ~ ~905 SfNGLE YI# A I I 0. I 0 0.66 5 5 7.5 4.95 D 4.95 15 0.005 3.7212 Y-INLET ~
CB#3C 0,45 ~ 5~67 . 7,46 1,7 GB#27 FF.S~28 0.25 0.013 0.85 0.212 2.1 106 5 5 7.5 15.83 I 18.94 30 0.005 5.9070 SIPtGI ~07o s~~~~ ( f } N U
CB#34 0,3 0,85 5,67 1.44 8,75 4~~ 5.99 Ct3;~87 C6~88 0.63 0.013 0.7 0.441 0.441 5 5 7.5 3.3075 0 3.308I5 0.005 3.72I2 SINGLE J
CB#35 0,15 0,85 5,67 0,7~ 8,75 3,29 , 9 CB#27A CB#27 0.2 0.013 0.8 0.16 0.16 5 5 7.5 1.2 0 1.2 15 0.005 3.7212 SING( '212 SINGLE . . . . . . . . . . . ~ ~ Q
0,25 0,85 5,671,205 8,75 4,31 5,99 W z , . o.a . ~ ~ o. ? . . . . . , U
CB#35D O,C 0,85 5,67 0,96 3,85 CB#25B CB#25A 0.22 0.013 0.85 0.2I 2 0.2125 5 5 7.5 I.594 ~ I.594 I 5 0.005 3.7212 SINGI '212 SINGLE CB#90 ~FS#91 0.15 0.013 0.85 0.1275 0.949 5 5 7.5 7.113 2,88 9,994 24 0.005 5.0905 51NGLE
CB#35C 0,36 0,8 S 7L63 7,S 2~39 CB#25A CB#25 0.05 0.013 0.85 0.042 0.255 5 5 7.5 1.9125 0 1.913 15 0.005 3.7212 SfNGI 'I = 2 2 SfNGLE LL~ ~ ~
CB#35B 0,15 0,8 5,67 0,68 4,07 Z,39 11#SSA CB~88 0.7 0.0 ! 3 0.55 0.385 0.385 5 5 ~ - 7.5 2.887 0 2.88 I 5 0.005 3.72 ! 2 Y-INLET ~ WW W
CB#35A 0,1 ~8 0,48 8,75 5,99 CB#29 c~#3o 0.2 0.o i 3 0.85 0. ~ 7 0. i ~ 5 5 7.5 i.275 ~ 6.37 ia o.005 4~.202 i t S NGI '021 SiNGLE Q ~
CB#37 0,2 ~~8 5.67 0,90 7,5 3,61 6.72 CB#30 CB#31 0.3 0.013 0,85 0,255 0.425 5 5 7,5 3.1875 13.5 16.69 30 0.005 5.9070 SiNGI ~ (n ~ 070 SiNGLE ~RW#! CBRW#2 1.4 0.013 0.65 0.91 0.91 5 5 7.5 6.825 0 6.825 18 0.005 4.2021 PES V I z Q Q- ~
CB#38 0,2 ~~85 5.67 0,96 7,5 3~ 3 6,72 CB#31 CB#32 0.2 0.013 0,85 0.17 0.595 5 5 7,5 4.462 21.6 2.0 0 6 6 3 0.005 5.9070 SINGI ~070 SINGLE CBRW#2 CBRW#3 0. I 0.013 0.75 0.075 0.955 5 5 7.5 7.3875 0 7,388 ~ 8 0:005 4.2021 SiNGL~ W = <C
CB#39 0.28 0~85 1,354 7,5 ~ g~~8 CB#32 0.49 0.013 0.85 0.4165 1,0115 5 5 7.5 7.586 I. YI~33 Z 6 29.19 36 0.005 6.6704 SfNGI CB#40 0,24 0. 5,67 ,157 7,5 YI#33 ~704 SfNGLE CBRW#3 JBRW#4 0. I 0.0 f 3 0.8 0.08 I.065 5 5 7.5 7.988 0 7.986 24 0.005 5.0905 SINGLE 0- ~
5.4 2,72 CB#34 I.05 0.013 0.55 0.577 I.589 5 5 7,5 I I.91 29.85 41.77 36 ~•~5 6.6704 Y lNLf CB#41 0,28 0,75 5,671~350 7,5 04 Y lNLE7 ~ 7 JBRW#4 CBRW#5 0.001 0.0! 3 0.01 0.0000 1.06501 5 5 7.5 7,988 10 t 7. 99 36 0.005 6.6704 J-BOX ~
~ CB#34 CB#35 0.3 0.013 0.85 0.255 !.844 5 5 7,5 I 3,83 29.85 43.68 36 ~•~5 6.6704 51NGI CB#42 0,1 ~ 5.6 0,45 3,07 3,0 ~704 51NGLE ~
0,85 3,18 3,0 C6#35 FE.~36 0.15 0.013 0.88 0.127 1.972 5 5 7.5 14.78 36.41 51.2 42 0•~5 7.3924 SINGI 0,48 7 ~924 ~s~#5 CBRW#6 0.2 0.013 0.8 0.16 I,22501 5 5 7.5 9.188 10 I 9.79 36 0.005 6.67p~{ SIN6LE SINGLE CBRW#6 CBRW#7 0.2 0.013 0.8 0, I 6 I.38501 5 5 7.5 10.38 I 0 20.39 36 0.005 6.6704 51NGL~ ~
CB#44 0,85 7 0,241 1.83 5,0 CBRW#7 FESRW#8 0,35 0.013 0.8 0.28 1.66501 5 5 7.5 12.4 IO 22.49 36 0.005 6.6704 51NGLE ~
CB#45 ~ 0,99 7, 4,10 5,0 1~~'29A CB#29 1.7 0.013 0.4 0.68 0.68 5 5 7,5 5, I 0 5.1 18 0.005 4,2021 Y-INLE 0, 5 '021 Y-INLET
CB#46 0,8 0.95 7,5 4,00 5~0 0 W
CB#47 0.25 0,8 ,67 L134 7,5 4, 7 5.~ Y1~3aA CB#30 2.8 O.QI3 0.4 1.12 l.12 5 5 7.5 8.4 0 8.4 24 0.005 5.0905 Y-INLE ~gp5 Y-INLET ~ ~
CB~45A ,4 ~ , 71.24 7,5 4.58 5.0 ~
CB#46A 0,85 0.96 4,03 5,0 YIi31A CB#3! 2.7 O.OI3 0.4 I.08 ~.08 5 5 7.5 6.1 0 8.1 24 0.005 5.d905 Y-INIE ~305 Y-INLEf ~ 0
CB#50 ~ 0,96 4,03 S,0 0
CB#51 ~~85 7,5 ~ 0,75 11#33A 11#33B 2 0.013 0.55 I. I I 5 5 7.5 8.25 0 8.25 24 0.005 5.0905 Y-INLE ~905 Y-INLET N
0,75 5,34 2,72 CB#5 I
~B#53 Q,85 ],5 4~06 2.7 CB#35E CB#35D 0.25 0.013 0.85 0.2125 0.2125 5 5 7.5 ~.594 0 1.594 15 0.005 3.7212 51NGL 212 51NGLE ~
CB#5~} 0,25 0~95 ,7 6,27 0,75 C6#35D CB#35C 0,2 0.013 0.85 0.17 0.3825 5 5 7.5 2.869 0 2.86 18 0.005 4,2021 51NGL 02I 51NGLE
CB#55 0,85 ,7 7,47 0,75 GB#35C CB#358 0.36 0.013 0.8 0.288 0.6705 5 5 7.5 5.029 0 5,02 18 0.005 4.2021 51NGL 02 I 51NGLE N
CB#54A 0,85 6,3 0.75 CB#35B CB#35A 0.1 0.01 .12 ,67 , 5 3 0.8 0 0.7905 5 5 7.5 5.929 0 5.92 I S 0.005 4.2021 SINGL 021 SINGLE I
CB#57 ~ 7~~~ GB#35A CB#35 0.1 0.013 0.85 0.085 0.8755 6. 66 ~ 1,54 6, 5 5 5 7.5 5 d 6.56 18 O.OOS 4.2021 SINGL CB#58 ,37 ~ , 1.~5 5,3 2,72 021 SINGL~
0,75 1,48$ 6,25 5.72 2,72 CB~3~ CB#38 0,2 0.013 0.8 0.I6 0.I6 5 5 7.5 I.2 0 I.2 I5 0.005 3.72I2 SlN6LI
0,75 5, 7, 7 6,25 5,34 2,72 CB#38 CB#39 0.2 0.013 0.85 0.17 0.33 5 5 7.5 2.475 0 2.475 15 0.005 3.7212 SINGU Z I 2 SlN6LE
C#67 0,56 ~ 5,671~58 8.75 7,77 0.75 B CB#39 C8#40 0.28 0.0 ~ 3 0.85 0.238 0.568 5 5 7, 5 4.26 0 4.26 I 5 0.005 3.72 I 2 51NGL '212 SINGLE
CB#68 ~,2 0,75 5,670,851 ,7 5,94 0.75 CB#40 CB#41 0.24 0.013 0.85 0.204 0. 2 .2 21 77 5 5 7.5 5,79 0 5.79 18 0.005 4 0 SINGL! 212 51NGLE
CB#69 01 ~ 5,6 ,45 3,22 2,54 c~#4i ~r 2 i ~ C 4 0.28 0.0 3 0.75 0, 2 0.982 5 5 7.5 7.365 0 7.37 I 8 0.005 4.202 I SING~' '021 SINGLE
CB#64 0.8 6,z5 4,62 2,54 02 I SINGLE T 0~ Q l v~ u~a + LA DA=1.5 XI,S X PIPE PIPE DISSAPATOR PAD DSQ LEVE SPR A
# 0,8 6,25 4,62 CB#42 CB#43 0.1 0.013 0.8 0.08 1.062 5 5 7.5 7.965 0 7.97 24 0.005 5.0905 51N6L~ CB 65 , 7 ~905 L E DER s~N~~ Q Ccf s) STRUCTURE o ~a w Da SL~PEC/> SIZECin,) (IN) CALC AND SIZE
5,67 6.25 ,/-3, CB#43 CB#44 0.1 0.013 0.85 0,085 1.147 5 5 7,5 8.603 0 8,60 24 0.005 5.0905 SIN~L 0,3 - ~905 51N~LE fT FT IN
B#68C O~~CS 0,8 8,75 6,75 0,75 CB#45 0.05 0.013 0.85 0.0425 1.1895 5 5 7.5 8.9213 0 8.921 4 0.005 5.0905 SINGLJ 905 s~?~~~ 2~3~ FES#9-DUTLET T~ PC]ND 1 0~5 24 ~3 x i~ x ~ 5 2.3~ X 13 = 30 L,F.
CB#68B ,48 0~75 4 7 6~49 2.92 C6#~5 CB#46 0.22 0.013 0.8 0,176 I,3655 5 5 7,5 10.24 I.65 I I.8 124 0.005 5.0905 5lNG?J ~05 5lNGLE 33,93 FES#13 2o x 23 x,.3 ~ 0,5 36 33,93 X 13 - 441 L~F,
CB#68A 0,8 5,41 ~~92 CB#46 CB#47 0.21 0.013 0.8 0.168 I,5335 5 5 7.5 I I.501 6.63 18.13130 0.005 5.9070 SINGIf ~o~o s~N~~ F"ES#15-ADS STRUCTURE 0~5 ~ x = 0~55 15 s x o.4~ 2.5 0,55 X 13 7,15 L,~,
Q,4 0,55 5,67 ,75 7,03 0.75 CB#47 FES#48 0.25 0.013 0.8 0.2 1.7335 5 5 7.5 13.001 6.63 19.63130 0.005 5.9070 51NGLf ~070 51NGLE
B#74 0, 0,8 , 70.9 6,14 0,75 3,08 ~ES#~8-~UT~ET TO P~ND 4 0,5 24 ,3 x ~5 x, 5 3,08 X 13 = 40 L,F~
B#75 0,1 0~8 5,67 0,45 6,25 3~2 CB#45A CB#45 0.4 0.013 0.55 0.22 0.22 5 5 7.5 I.65 0 1,65 I 5 0.005 3.7212 51NGLE ~~2 51NGLE 4,51 FES#36-~UTLET T~ P~ND 3 0,5 36 zo x 23 x ~.3 7 4,51 X 13 = 58 L,F,
CB#76 0,8 ,67 , 7 4,59 2.61 0.2 90 3,99 FES#48-~UTLET TD P~ND 5 24 4 x s x ~ 5 3.99 X 13 = 52 L,F, N
0,1 0,8 ,67 ,454 6,z5 4,14 l~ YI#46B CB#46A 0.9 0.013 ~,55 0.495 0.495 5 5 7.5 3.713 0 3.713 15 0.005 3.72l2 SINGLE ? ! 2 SINGLE Z
C#76A 0,44 0,7 5,671,746 , 6,22 ~ 7 CB#46A C6#46 0.2 0.013 0.85 0.1 0.665 5 .5 0 .98615 0.005 3.72l2 SINGLE CB#77D 0,3 65 56 1106 , 6,23 F S# - T T T = ~,3 E 56 ~U LE 0 P~ND 2 ~5 x,~ x ~ ~ ~ ~,2 s,NC~ 2,3 X 13 29 L,F,
,4 0,4 , 7 ,0 5,99 6.25 , 4 ~ 18,94 FES#78 0,5 30 ~s x~s.5 x~.~3 6 18,94 X 13 =~46 ~,F, ~
0,95 0,45 5.67 ,42 6,25 11~ q 1.5 0.0l3 Q.55 0.825 , 2 5 5 .1875 ,187 I .00 4.2021 Y-I CB B ~2~ Y-~ 19~45 0,5 30 ~s x,s.5 x~.~3 6 19,45 X 13 = 253 ,F, L
CB#77A 5, . Ol 6,25 ,36/~-4.6 SAG ~5 ~ o.i7 5 5 .5 0 4 0.005 5.0905 SINGLE ~05 SIN6LE 1 ~ 1 X 1 - FES#91 0,5 24 3 5 x~ 5 10 X 13 - 130 L~F, o ~
CB#51 B# 2 2 . I 0.17 5 5 .5 .7375 0 24 0.005 5.0905 SINGLE 0.35 . 5,67 .488 8,7 4,76 j05 SINGLE U ~ o
0,85 , 7 ,4 3,21 CB#52 CB# .013 0, 5 5 7.5 10.425 0 24 0.005 51NGLE # 0,1 6 0 8 8.75 ~ 51NGLE ~~.49 FESRW#8 0.5 36 ~o x 23 x ~.3 ~ 22~5 X 13 = , Q N ~92 L F, m
CB#53 CB# 4 .I ! 0. .12 I. 175 I 1.381 0 .090 CB# 1 0,85 ,67 0,72 8,75 3,99 2,9Z 5 2 0.005 5 5 SING ~05 SING ~,29 FES#61-~UTLET T~ POND 6 a x 5 X ~ _ , v, W~ N
0,35 0.75 ,488 5,51 3,2 ~ • °
C6#55 PES# , I I.972 I,2 0.5 0,6 5,67 ,701 5 7 0.005 5.9070 SINGLE ~~NO N )70 SINGLE ~ ~
,6~ ,a21 CB#84 0,3 0,6 5 ,7 6,46 0,75 Q m ~ U l o
0,6 ~I ~ ,7 6,89 0,75 CB#54A CB#54 0.2 0.013 0.85 0.17 0.17 5 5 7.5 1.275 0 1.275 15 0.005 3.7212 SINGLE '.12 SINGLE Z ~ m W Q ^ ~ m
CB#87 0,60 0,7 8,75 8,64 1,0 5,67 z,38 J ~ 00 a
CB#88 0,28 0,75 5,67 ,191 8,75 4,98 CB#57 CB#58 0.5 0.013 0.65 0.325 0.325 5 5 7.5 2.438 0 2.438 15 0.005 3.7212 51NGLE ~ J - _ ~ m _ I 2 51NGLE ~ ~ C~ ~ ~
0,2 ,96 4,50 CB#58 CB#59 0.37 0.0! 3 0.6 0.222 0.547 5 5 7.5 4.103 ~ 4.103 ! 5 0.005 3.7212 51NGLE ~ 5,67 ,7 ~ I 2 51NGLE I- Q W ~ i21 ~UJp~ rn
0,15 0,85 5,67 ,72 8,75 CB#59 CB#59A 0.35 0.0l3 0.75 0.2625 .8095 5 5 7.5 6.071 0 6.071 IS 0.005 .2021 SINGLE 51NGLE UTILITY INSTALLATIONS AND OTHER PUBUC W Q ~
0,1 0,75 5.67 .4c~ 16 3,27 2,11 .0 ~ 0.225 I.0345 5 5 7.5 7J588 0 24 5.0905 51NGI~ ~05 51NGI~ FACIUTIES, INCLUDING SIDEWALKS AND HANDICAP ~ PUBUC ~Z ~ O ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS s~e~ c~~«ti«~~zte~gio~ sygtem W ~ N i'
4,08 1.05 CBRW# 0,1 0,8 5,67 0,45 16
CBRW#5 0,2 0,8 5,67 ,907 16 5,73 YI#63 CB#64 0.75 0.013 0.6 0.45 0.45 5 5 7.5 3.375 0 3.375 15 0.005 3.7212 Y-INLET '.I 2 Y-INLET AS SPECIFIED BY CITY CODE. THESE FACILITIES m~ City of Roleigh consents co the connection a~d eXc~,9~a~ o, ~ne City's public sewer S,~t~ a5 ~,ow~ o~ ~ ~ o HAVE BEEN APPROVED BY THE CITY OF RALEIGH this pbn. The materid and constructians methods used fa this project shall conform to the City's Publlc ~ c~
4,2 ~ 5,67 ,907 5,73 AND SHALL BE SO INSTALLED UNLESS A CHANGE Ut~ifKS Hm~ooks sta~dards and sPeciswtio~s: pRa~ z H
0.35 0,8 5,67 ,588 16 CB#67 CB#68 0.56 0.013 0.5 0.28 Q.28 5 5 7.5 2.1 0 2.1 15 0.005 3J212 SINGLE CB#68 CB#69 0.2 0.013 0.75 0. I 5 0.43 5 5 7.5 3.225 5.4 8.625 24 0.005 5.0905 51NGLE '.12 SINGLE IS AUTHORIZED BE WRITTEN APPROVAL. PUBUC Pudic'UtBiUa D artment Permii GMM a ~ ~ O
CB#69 CB#64 0.1 0.013 0.8 0.08 0.51 5 5 7.5 3.825 5.4 9.22 24 0.005 5.0905 SINGLE ~05 51NGLE SANITARY SEWER EASEMENTS ARE TO BE RECQRDED ~9~~~~ ~~p~~ HECKED .
CB#64 CB#65 0.2 0.0 I 3 0.8 0. I 6 ~.67 5 5 7.5 5.025 8.78 ! 3.8 I 24 0.005 5.0905 905 SINGL~ PRIOR TO FINAL ACCEPTANCE. GMM ~ SIGNATURE: z
C6#65 CB~60 0.2 0.013 0.8 0.16 0.83 _ 5 5 7.5 6.225 8.7t~ 15.01 24 ~.(x~5 5.~9~5 51NGL! 905 APPROVED ° U
0 9~5 51NGLE PUBUC GMM ~
- C6#60 FE5#61 0.3 0.013 0.8 0.24 1.07 5 5 7.5 8.025 16,54 24.5 36 0.005 5.9070 D UB water Distribution/Extenswn system START DATE L-L 070 D UB CHIEF ENGINEER The City ot Rabigh consents to the connection and extension ot the City's public water system as shown an J
this plan. The mataid ond constructions methods used tor this project shall confarm to the City's Public J
CB#68C CB#6813 0.25 0.013 0.8 0.2 0.2 5 5 7.5 1.5 0 1.5 15 0.005 3.7212 SINGLE Utdiiia Hmdbooka' etmdards ond speclfications: ~ ? I 2 SINCLE PUBLIC UT3LITIES JOB CODE ~
CB#68B CB#68A 0.48 0.013 0.75 0.36 0.56 5 5 7.5 4.2 0 4.2 15 0.005 3.7212 DOUB City of Rdeigh u~ 212 QOUBLE Pudk Utilities Depatment Permit # w
CS#68A CB#68 0.2 0.013 0.8 0. 1 6 0.72 5 5 7.5 5.4 0 5.4 15 0.005 4.2021 51NGl Q D21 SINGLE TRAFFIC ENGINEER connNctio„ ~rovai °
oace DRAWING r ~
CONSERVATION ENGINEER N0. 9_ -1-i
L fD 2
- C C
QJ ~
C!7
O

_ _ _ _ _
,
r ti. ~~I~
3 . ~',J ~
111 I ~ I ~ i ~ i
. .-m. ~y^ ~ : ~
~ ; ~ € ~ ` i` ~.y ~S ~ ' sr~i ~~t 3 , ~t~ ~ ° ~,'I v6s : . 4 ..,r t , , ~ s ~ .S f~ - .
~..,y : g ~ w.' f-~ . r, f~' rl ~s ; i ; ~,-e .
{ ~s i ~ . G,,.. ~ ~..""P ,"""F e"_': t h i'"'~ ~m~ i I
} 4 L^. ~,f ~ ti ~ ~ J ` r~ f ~ ~ - ~ t t . i i : ~ . ! . I ~ ~-~.r u,. , ~II I F~
~.,,p - pE ~ ; I~
~S - 1:.~"' a~;~ ,
~ . . • ~ ~~I~ ~
I~lil I
~I ~ " 6 I ~ I f I
~^';rlr"'~ l._.t IIE...dl; II I i I I I
II • I i
_ _ ~ 1 i ' ^ I
1 ~~L, I 1 NON-DISTURB ^ I ` NEUSE IVE R R BUFFER AREA ~ ' " ~--1
W1091t ~~N ~ " r-I ~A Y v I~~~~ ~`I ' I~~
~ ~ ~ W W'
g ~ PH SE III ~ 3 t~ 5' SIDEWALK ~ " ~v f;
. y sze ~ ~ ~ z f _ . ~ " ` A p~ t Qt d a~ae ~.n. ~ n ~ r ~ ~ -zo o R s~v~ ~ ~as~Me .s/~. _ _ ; j _ : ~ ; ~ ~ ~ . _ . . . . w18 . ~ PHASE I ~
k 8.~8 1¢p. ~ i N ~ O i 6.82f) ~Q.IL C (n ~ _ N N' ~ ~ A^ F 3I(f; r ~ n¢ n~ n~ ~ ~ r p4 z ~ ~ $ g ~ ~ ~ i d~ f:; n ~n i~ C~ n~ ~ 8A84 y i 3' ~ r ; _ ~ s eo wi, ae
_ ~ Del H C d ~ ~ ~s ~ , Q i i n ¢ ~ ~ ° 8R o ~N ~ n~ ~o~+w ~.t' RAM~ DBL H C - n R ~ ~ ~a m ~a g ~ ~ , ~ ~ ~ 10,'~1 M. 6 ~ ~ i1i ~ ! ~ ~ ~~7'°w ~ r ~ ~
~ EWALK RAM f': e,a++~.n ~ R m ~ ~ ~ i u, ~ ~ a ~ a~~ ~.n. 5 ~ ~ DBL H /C ~a ri „ a a~ ~ DBL H /C m N ~ $ f d ~ ~ w1IB4 N
RAMP r a ~ .e0~+aa7 ; 4e~ ~a RAMP - , ' e~1p~. E ~ 5' SI EWALK 5' S DEWALK ' ~ ~ R30' ~o~o, ~ e,~~zr ~RAMP ~ ~ RAMP u.ar ,oan .~n. , . ~ - , ~+4 8 ~ g _ ~ _ ~,~~a wis 6~ o + H /C R
~ ~ ~ ' ~ - u:w.,~e:c..,. . _ . R30.00' °~r ~v _.....o _ N ~ - ~ ~ . ......~s~~«._ u:.t ~ . ~ ~ . C~. „ . _ v~+ o:...°,~ Y ~ R3'J. , , ~rv , ~ . RAMP ~ ` , , , , , ' . - z _
8Ud/L . S B . ~ ,a-~ . ~ . ,.M;,~ „ , 00' , ; , ~ ~ R_ c . .:u. . , ~ . ~ , , , ».»,.M.-;...;~ .,s.;i:~'~.~.w""""'..,~'^~'.° ...t :.^~r^-4+~~ Li<~r~~~ iie.r , , . ~ ~ ~ « _ . ~ . _ . . . . , , _ _ # ~ ---..r _ , t ~ ~ ~ n -i~1~ ~ ' - 1~ ~ ,~~P 9~
~ ; •4~1' . , , t , : - ~ ~ „ ~ . ~ - ` 8 ,p~,"~-' ' 4 , ; ~ ~ : ~ l: - ~ B' _ ~ ~ ~ , _ : ~ i _ k t~ ~y~ . - , : . . , , , . . . . , , - ~ . I ; ' J ~ ~ . E H ME PARK M BIL . n. , , _ k ~ ~ ~ ~ y,geu ~ ~ ~ R ~a'' ~ . , , ~ , ~
- (L ' ~ ~ 30.00' w~~ " ` ~ ~ ~ - ~ ti ~t ~ q55APA'OR { ' t P~ 1C . ~ "`w... ~ {t , ~ e ~ ~ ~ 30.00' ~~t~ ~ ~ ~ ye `,~na DBL H C r' ~ .
M n s1a~) ~ L$$~~S ar a,. .,e ~ /C DEPRESSION$ ~ r I ~ 77 ~ • .a ° . c - s.+eo ~a~ p RAhI "R w " ` ~j;~1o S R3aoo' ~ ~ar = ~ sl ,
212 t x t' ~ ~ i AN4 p,it ~ zz~ ro¢ n$ ,y$ s~ ~ ~ s' s~ x r r 0 ~ ~,ae+ p,n. ~ ~ ~ m~ 2 ~ BL H C r c = r ~ a,asz s~ NW ~ F . ,a`"
& F yQ ~ RAM~ ¢ ~ $ $ H$ $ ~ d ~ ~ ~ ~ D ~ ~ ~ 3 ; . 3, $ ; „ _ ~ z z ~z ?lr ~f ~i d iS N o ~p o o s' ~ ~ w~ ~y~~ ~ a,esz ~.n , ~ ~ U~ T~ , ~~~r ~
_ ~s,~ _ ~ ~ 3 ~ ~ ~ ~ m n n m ~ tl ~ ~ # $ ~N a~A ri ~ s a .t ~t ~r W R~ n ~ R ~ o~ ~ •~3 ~ p ~ ~ ~ ~ ~ ~ d vw rc,~ A~ ~ ~ o ~ 's I
s - rO ° ~ ~ ~ ~ ri o : ~•~K wE~~ N UW ri y ~ ~,`;rr a. ~ - i N ~ On ~ ;
t $ ~ , - ~ ~ ~ ;
am aR ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ 5 4Q ~ ~ ~ - i 35 ~ s' ~ ~ s' i~ ~ ¢ p $ m ¢ n ~ r s' ~ $ ~ $ ~ ~ ` '`f l
. 5~ 'b~ n ~ p, 6~3~ qK i ~ ~ r r ~ $ ~ F ' n ~ r~W ~ ~ ~ R ~ ,Q ~ ~ n nn ~ ti~ ~ ~ ~ ^F g~~ °n '~n S~ $ $ ~ ' F B , ,n~ , ~~s~ .g ~ ^ .y,
~ ? ~ v~l° I 14; ~ ~i~ ~ n N ~i ~ d ~ia r d r ~ Z ~ 11. - " ~0 6 • ~ d d ~ a 4 ~s o .
v ar+ ~ ~=T a ° ~ H c ~r "W H/c '~~°r w ~ 1M~ ~ ~ ~ R~ P ~ RAMP ~ ~ sls` ~ ~ ~ ~ ~ ~ . t , o 1
y,'~ ,ti"'a ~ 6119 q1 ~ 5' SI EWALK N y;~ ; ~ ~ ` ~t e b r I ~ : I A f;, ~ ~
.-i. .yi v~: .ak ar ~ f~._ t „ ~ 4~ V w ' s.,.:'+.'+.:"..Yl+~i n, . 'Vd'. kna r . ,lwn ~ " ? ~ . Rss.oa' g , . ~ ~+~w ~ . ~ taam.,-c.Y+~^ ~;y ~ I
~ar bto5 ~~ti, S~ t 4 15"R F i0"R F'i 5 4. „ , ~ ; , ~sr: za , f ~ 8 S~ , ~ , ~ , , , y, • ~ , , . ' W4B i ~ r ,.~t"`~',' I
~0 ~ ~+~+an. ~ ~~I e" s~s~ ~ y ~ _ ; ,y. t4 e ~ SIS ' ,~I... f ~ ' _ ~ , ~ . \ _ - : ..,r 5 r : r : , ra d1 ~ ~ ? ~ T /iT 11 ~ IV• g„ v ,P.~ r, ' F ` . , .a ~ ~pr . , . ~ ~ ,.t . , , ;:~t E ~ , P0551BL ~ 8
~ o~ ~ a L H C ~ ~ _ oo' ~ ~ b b' rt!.~4 `~S ~ -c F i 7 $Ia'1$ 'o ~ RAM ~ E~RESSI 5 SIDEW K :~~F~~~~ 4_._, . ~r ar t „ NTION POND ~ ~ DETE w e,a~ .~,,.~-w ~ i ,
~ r~ ~B'~ ' N/~ ~ R3o. i •WEL 3o.ar ~r ;'~'t i ~ DBL H /C r ~ a s ~ ~ OBL H /C ~ C ' ~ 'ie,~° r4' ~n~ ~ ~IYE ;
~ RAMP" ~ $ P n e 'f ~ a,~w ~.n. ~ g ~ # ~~s~~ g~ t RAM »a ~ ..m d " ~ ` > Q'~ i , r, r'; •
• a . ~ ' ~ ' n ' ~ I 10~ eM1" ' ~ ~ . . . : ta~ s,1e~ +an. x c ~ ~ s ~ ~ ~ ~.°°~,w'n, y, 8 t n, ~ ~ ~ ~ ~ n E~121 ~F i' ~ ~ ~ ~ '^70. fl, , ~%i~ N i ~
d ~ s 1QD h~ ~ ~ n $ ~ ° r S~ a,sa ~ax a ~ ~ , ~ P ASE I ~~~r _ A~F~` ~aa.s i ~ i~ BUF ~,~X` 4
~ ~ ~BL H/C~'R30.00' ~p omm~q ~ r,,?, ~G $ G ~ K 9~- 5' SIDEWALK 5 A~ RAMP ~ ~-ER ~DEWALK , V \ / 'r, nr / mm
P s ~ ~I ~ - P'~ e~ e ~ H C " e~ ~RP~' ~ , - ~ -SllRFACE D€ ~ ~ ~ o~:
' , „o, R~MP ~ ! S , r K 5~ ~ ~ " t~ 8 ry" ~ 5 ~ y ~
~ y~ gIDE a. o~ p~ ~ ~ . _ , . , . o~sr ~r e~" ; ~ . _ :r ~ ~ 50 ( ~
t k~ RAMP " ~ t ~ , ~S ~ ; ; ~ ~ ~ ~ , t . ' ~ Q~ i~ , ~ ~ t ,~ee ~ ~ 1~8 yi~_
. . `'....w;;.~, ,v*~" ,Q 5 sen ~ ~ . ` ~ ~h ~,r'~~ , '1~~ K' F~~' ~A ~ I'(~l~ I ttt 9 ~
i ~ ; G qw ~t' Ma J. " , ~ s P~ ~ ~ ~ ~ f ~C"j ~ ~ ~ a ~,yy , ~ ,J;,~ wan ,
~ ~ ~ a P5 ~ ~ ~ ~ I,' H-~aoo~ ~=H C a ~ ~
~ # Q~` y,e'~ ~ a u~ ~ R P ~ i• o, _ r"
~ { ' a yp , ` y '~~~w ~ ~V ~ 1 t~' ~ ~ f s s~ ~s 0 ` ~ y Z ~ ~bZ W` a-T° - _ '0 ~""r ~ ~ f r - ws7 .4'" i
ois;nDnroe ~ii ~ b t% ~1p~~, e e 3 ~r' ~d !p : ~ g 'v, y,A t .,,9 ~Si. ~ e. ~ ~ r ~ ~ x~,.s
20C ~ AO g. ? . ~ ~ ~ #~t~T ~ . . j'~`' - w58
w ~ ~ i~ H~~ 4~~ :2i 1'D W .-i. \ ~ RAMP - ~jPt - ~ f ,t' ~ . ''t ~ ~ ';j " /~„s s4ti1C~ ,tl„ t k
~ ` \ ,-m~ ~ 1C0 _ ~ _ - - EA34 p,ll ~ V ` ~ ' ~ _ ~ .r'
i~ p ~ d. p ~ , r,..~ ~ rr~~, 7 " ~ ~ '::~r;~ . . . d` N; N _ J ~ s ,N N .
~ ° ~ J+ ~'~~.ti ~~~1~• L ~ ~r 151 ~ t t : ~h tlon ~.e~e ~.n. N. ` ~ " ~ a \ 1 V " _ - n 1~
_ ~ ~ ~ Y ~ ~ - ~ t , x~ ~ e ~ ~4 a A'~ h. ~~:V:. - A W q~ ~ ~'n' p~,• C"`, rF:` ~
a ~e (n Y ~0~ ~ y, 1 ^ = : ~ u:~; A a ~ y _rv, hq
9a nm Q ~ ~ ,~M1~ ~.,r"., ii 2 ~u ~ ''a 141 w ~ s ; s ~ SF f r= 5 f ( 0
1 a $ „ p ~ ` ~ t~• \ - t y, ~4 \M1 ~y, 5 1 t \ - . ( ••:'1 . 70 ~ ~t
an ~ \ o~ , - ~ ~~t~ oa~ W _ _ ~ ; ~ ~ .,..r - aR (n ~ N S~ ` . ; ~M~~,P~ T ..,.t ~ - ~ i
SE I ~ a ~ ~,,~w ~ Fs. ~
2 ~ _ - ~ a~+e qa ~r' epo a ~ p_ j ~ - ~ e, ~,a ~ \ ~ ~0~ ~'?~1...:
PHASE IV = ? ~n ~ ~ ~araR I ~ _ _ ~ o ~ ~ ~ ~ c •o~ _ ` ;
> _ , H c ~x i~ + ~ _ ~ , ~ / , ~ ~ . 4 N• °0 ,K RAMP ~i, ~ ~ a~ b, m, t. , ~ M Y~ -
w ~ < a°~A ~ i ~ ia~ n , % ` << ~ ~ 0 a\ \ ~ s~ ~ ~
Q e,sie +a ; r 2 ~0., N " Fti 1 r 3,27A ~ i
~ a ~ ~ ~ y I t75 I~`( \E:. I L 168.35 ~ \ ti1 . 5°R R~J00. &87I W.n. A. ~ ,a+ ~ ~ - ~ ' u~
B 1 - --r, i ye~ a ~g8 F - ~ ~7A w 1 f. ~ a ~ sq.14 ~ ~ ,~p F " \E _ - ~ ~ 0 \ ~ J / ,
1~ 8~ ~ 17E ~ O N'" ~ f ~ x3B 3A . _ rN~'' =i~ , b,~py pM, ~ ~ r 1~
, N ~I ~ 4 - ~ " % w 1S6 16'~ Y ~ ~ ~ S - ~ , C1 = 109 ~,s ~ -
7~W9 f4 ! 702 wi2 ~ ~ - ~ ~ Q , ~ ~ , 1t ~ ~F ~ i ~ ; i _ ~ ~ ~ ~
w~ ; - " ~n ~ ~ pF,e~' ' ~ y B,OSO ~q.k f ~ _ 3 ~ ~I y I
1b7 ! ~ 4~ a967 ~4R N ' ~4 ~ ,
; E~3~S ~q,R, ~ t , ; _ ~r 0~' ~ at ' ~ ~ ~ tu, Jn b vn2 ~ w~s s~ p 1
9 y ~ ~ 178 ~ s \ E.NO ~4~ ~ z~ m a ~ 3 ~ ~~'~r~" ~ ~ V
15E ~sy - ~ q~~ I P e~ HASE IV . ~ ' ~ k ~ ~9 6 ~ ~ ~ j ~ 2S q,f4 ~ ~ ~ ? t ryp wea a
_ 170 I ~ ~ ;i: 1~28A vR94t I v ~ O
> PHASE I I x ~ ' ~ aoso .~,n, ~ ,i ~ a a, _~x,.~ e`~~ ~s I U i . W w I $ z.` I' ~ G b,~ 3+ t,~;~" OFFSITE SANITARY SEWER EASEME~ N 1 ~ ~ ~
~ ~ S o'~ aS ~ `ci ~ ' TO BTRUB110N DOCUMENTS.SUBMI NG Q m Q i~;'._ I3p ~ CONS C VG 7 ~ ~
Q ~ $ -R ~ `I ; ~ ~ a ~
I z ~ ° d o i , /y _~+4M, d ~d ~4R. ~ ~ I ~ 1 `+?.y;~;, 0. s " ~''~m~ P0551BLE n \ ~
/ , . ~ :i 00' '0 ~ JQO~ ~ a ~ 'V`~ TENTION PO D 1~ W ~ 0 t2 w
H/C PRESSION s ~ 07 , a l~ in.. J~ ' R~ s~~~ /w; ~ ~ ~ ~ ~ ~ , . . . . _ ~ ' 7 ~ cJ~TE ~ ~,a~; v _ 6 9
- ~r ~,~'~~,~~5~~~~ a~-~,.-- i. ~ . ( q ~~~,~LL~`~ 6,10A
( il~ 1 i r • ~ <f ~ :i : . ' I ~ ; ~ ~ ~ , E~ ; ' _ a.~„'+rR~~mkn,rr~y . F s~ ~V~ i /A XA
~ _ . , . ' Z. ~ > _ . . ~ ~ _ ,,,,,,a,..- 1 _ ~.oa' ` ` X `t ~
w , ~i"~ W ~ ~ ~ H RAMP ~ ~a ~1 ~ an
Ul Q ~ DBL H C ~ 5 SIDE ALK ~ ar 2 ~ wie N~ER Q 2 RAM 1~ ~ s' e z~ s~ w~ 3rt E~ ~ 1,66A ~ I ~ o~ HARRIS CREEK INTERCEPTO
Q. ( g ~ ~ ae = tAe ^e~v 'R BM 1992 PG 859 ~
a e,887 ~4ft ~ d n 'n ~ a y 5 _ ad m xaart ~ _ cn ~ z m - ~
W. ~en ~naae een o 3rt
~ 74A p ~ ~ F a ~n --..,~s, ° - - % r`` 0 0
\ 8 ~ . . . , . IP 9
JUL 1 9 2005
DENR - WqTER QUALITY
! 11Annnn~r Drnc+~r~ro Dh~~o ~ ~TlANDSANncrno~.~,..'..__
v IYIAJJG'I r I GOG1 VGI r I IQoG I -mwnnittctllfAKH
2 110
MclntYre and Associates ~ ~
h, Wake CountY, North Carolina Ralei9 1
N 0,95A 0
Ln n _
0 1,~8 - ro ec o. 2604026 ca e. i 5494 0
~
223 841
V - _ - - _

U
J J
~ ~
~ ~ a ~c >
~ ~ ~ X ~ ° ~ O t~
~ d _ m .i ..i = O
~ ~ = c0 f~ 0~ - ~ I~ N ~
i i - _ - - U J~ N N c0
i , - - _ - - ~ ~ ~ ~ O -C L ~~~-T JL~r , - - i . _ ~ 2 3Z ~~o
~ F- ~ ~ ~ ~ ~ , , U ~ T ~~22 ~ w ~ w _ ~ ~ N I~ ~INVM220.13 N11+IN 232.0~ J i m~ d 0~
o , ~ ; e~~~ , , CBY12 MN OUT 711.W ~ I - ~ O~ TOP=71828 ~ ~ ~ ~ CV ^ ^
I ~ I ~ ~ _ 21 ~ i ~ ~ INV M 219.88 m Q o ~ Q 0) 0~ ~ INV011f219.76 ~ o ~ ~ O ~
i ~ I ~ , FES ~ 13 32 LFT. RCP \ m j~ INVQUT=218.38 YARDNILETAIO ~'~ti` 1~-ZZ ~ ~ ~
~ . I . ~ ~ P ~ SE IIl ~ ~ ~ r-~ ~ ; ~ I TOP=125.00 Z 7 ELEV. 234.43 = Q J ~ Iil I ~ ~ ~ 73 L.Ff INV OUT=22023 2 d P W'' I N V I N 2 2 9. 5 4 ~
i ~ ~i. ~ I I~ ~ ' ~ 1~ I I a CB~31 ~T ~ CBY18 ~ I~~~ i ~ U TOP ELEV. 2~D.78 a ~ 0.50 1 L.F7 ' RIVATP STORM r~0 3 ~ ORAIN. ~SEMENT h'~ o INVOUT 229.34 Z
! ~ ~ ~ ~ LEN TOP EL . Z42.99 ~ INVIN 238.34 ' I INVIN Z35.9B .76 i; 3~0 ~~.ar iMViN .~s ~ u~vour z3s.~a ~ I iNVOUT xi5. .76 u~ ~ - ~ ~ ~ ~ ~ PHA E i ~ s PE o.~ ~ - ; ( C~ ~ ~ ~ 4- 2,
I I ~ PRIVATE SiORM ~ ' A ~ SLO 2.09% INV Olff 38.06 I I 5 ~ DRAEN. EASEMENT i MN ~a2.69 L N~TH 102. ' DIA . RCP N~ l ; g 35. 4 W ~ ~ ~ ~ 18In. RCP ~ ~fi , U ~ ~ ; e ~ ~ ~
i I I ~ 0 1 OPE 8. tA ~ i i I' A ~o T F1EV. I i i n ~ ~ . I ~ lA Brn. T-245.25 T 42.85 CB~18 1 it -!NV 235:19 : I i1 N INY 22~4 1 W a ~ ~ o~ g~ END D~ISTIN018' R ~ ~ , T "F1FV. ~ ~ ~u~ ti~ ? ~ ~ GRADE(1.17%~)T ~ ~i i ~ jl Q !NV 235.19 ~ ~ r ~1 ~ } CBM4 - ~ ~ ! m,~ ~ ~ z~ " JUNCTION BOX. N 18" ~ ~
I( CBN29 INV -2~0.61 N INV -23828 TOP ELEV: 1~O.Q1~ ! ! !NV 234.98 ; ~ TOP ELE 25&75 LENG 153.OD' IPlVOUT 237.f5 A1~ ~ HQ ' Sf~'~C !NV 234.98 5 W Z i'00 TOP ~ ~WZ~ ~ N=229.38+- ~ ~ stauczt~ ~ 7 i~i rta. ~Nm rca-
_ ~ ~ ~ ~ ~°i 'U1V ~62. - ~ • SLO 12794 PRIVATE T ! 4 ~~;~Iy ~ , - - ~ ~ ~ - - ~ ~ ~ , , DIA ".RCP DRAIN. 9~ t'~g ~Qp.~ ~ _ - i c~` , r ~4 'o~ ~ mo ~ o ~ ~ ~P ~ I?~ ~ ~ r ~ ~ ~ 3 !NV OUT .5S ~ ~ c~r- o ' ~'~g dQ0 ~ ~ 3 OItRIF~ ~ O~, m FE ~
_ ~ ~ . _ . ~ `~i ~ ~ ~ , , , ~ ~ T~..~--- ` r ~ ~ ~ - i • ~ ~ i~y qg" R6P 0 a INV IN '.D0 LEI~TH 2 8' ! ~ , ' G~ 9 c~ ~ A~ ~ ~ 108 4 a _ i 2 ~ . ~ SLOPE .5094 ~ ~ ~i . , ~ > > ~ ~ , , ~ ~ ~ ; ~ ' ~ ? ' - DIA . RCP ~ ~ ~ : ~f ~ : - 0~ / ~ ~ i 1 ~ ~.ao ;
~ > > ~ ~ - ~ ~ ~ . _ ` - - ~ " ~ ~ - i ~I`,1- 0 ~ t} C N ~ OP ELEV. 227. 35. EN/~ Ut~`i m INVdN 121.57 t8. o~
~ ~ l~-- - ~ I l + ` PWl~AT£ ST - - ~ 2~r~a~~~te~r , ~~cs~ ~ invarr zz~.a7 ° m ~ ~ S,4~r~`~qT~ ~ ~ ~o ~ ~ _ o ~ o St~p~~_' ~
i ~ DKNN: FA9Ek~ ~ ~ ~ ~ ' ~ t ~ ~ - ~ ~ f CB~2! B ' ~ ~ ~ ~ ~ :~s t ~ ~yt; ~r ~ pilT 2~ • '/58 ~ 25.D(S ~ ' KCDI Q q ln ~~'"~~q . ~ r'p , ~ "',~Nt y,
= I TOP V: 249.80 TOP-E . 245b9 L~ 7b ~:~T a U TOP ELEV. 238. ' N~ i t INV IN .80 INV IN .SD 0.50% ~ INY 231.82 ~ ~ ~~a~~ a, r%~,1~ w qmx pZ N i ~N,R~~ ~ TOP ELEV. 238. 8 ~ ~ N'~~ ~ Q r. -iNY- 231.82. ~ ~ ~ - V~pQ~ . Z o t7 ~
l~" ~t fil m s INV 243.T0 INV OUT .10 n. RCP ELEV. 2'I 1NY 23iA2 ~ ~ ~ _ _ (p 3Z W IN237.B9 ~ 1 p " , ~ . ~ ~9 . " ~ ' c B~ 40 L~ RCP 9 L F7_ RCP m ~ ,aNv 23t.~2 ~ ~ ~ ~ ~rh ~ ~ J ~ ~ ~ ~ ~ ~ ~ ~ ~co~ w w B . „
~ ~ ~ ~ ~ f• ~II~ W2 . ~ ~ " m ~ ~ T ~ ~ ~ ~ ~ p (I ~INVOUT~Pi~3.36~ ; ~ ~ 2aFRtv ~SWRM ~ ~ ~5~ ~ ~ ELEV. BB , W~S ~R41 F CB . 233.60 Z~~ i v a~ zra.s~ TO t i .~s 3 a-~ W I
lf ~ ~ ~ C ~ ~ T 243.00 : ~ DRAIN, ~ EM€tJT INV OQ i FT:2 ~ ' S OUT 217.4 W~ IN1+'~N Q T 75 q i - 3. / WV+QUP .58 ' r -1 q I ~ ; ~~sQ'~ d'~A ..p~Z J~ W ~
i s CBR:i7 i ^ T 238.50 TO .OQ T 00 , ~ ~ TOP ELEV. 278.32 i ~ - ~ INVQUT 273.66 INV= 5 716.00 . W ~ ~ 7 00 ~ ~ ~Bp!2 W ~ ~ 716.00_ ~ ~ ~ ~ 70P Et~V ~229.54 ; W~~ms ~ Y ~ ~I -
/ r, ~m ~ 3:18% a 20' PR(VA1E 5 q TOP V. 224.00 ~ ~ C~ k4 lNV 0 217.84 5~ tOP 226:fi0 INV IN ?23.~ Z?., ~ B I i ( I IN 219. , INVOIJT 22230 J ~g N E 231.46
~ ~ Q ~ ~ T .75 U ~ DRAIN. EA9fM NT I v~a ~ ~a TO ELEY.. .85 j ~ I. -oY INVI =233,10 ~ I M 217.98 TO ELEY.. .85 p ~ / VOllf 21 73 b~t .41 I M 211.98 y ~ ~ . ~ ~ ~yg ~ ~ ~ ~ • 1 ~ ~ ~ 22511 1 -
a. ' ~ ~ rn,m ~INV =233.00 ~ a 1 OUT 217:86 ~ ~ ~ ~ ~ i 5 m~ ELEV. 58 T ELEV. .81 ~ N ~ ~ ~i~~; ~ w~ INVIN 261 ~ I 24&52 ~ ~ ~yo ~ ~ 1 OUT 211:86 ' ~iw TOP V 225$8 W ~ I; ~ ? % ~ Ys, NV. Z172 IJ 2 ' i ~
~ ~ 1 9a~- INVOUT 280. LE TOP ELEW. 238.27 ~m ~ 37.90' ~ CBr23 ,g9 1 INV LE TN OUi' .88 TH I _ NG , M1.91' LE m NG - T LE ~ SL Q.50% H 47.D7 TOP ELEV. .15 0~1 % c- ~ A y~' i' ~ d~, ~ OUT 217. ~ J9A8A u"~ w i . 0 ~ ~ m ,g9' q'~ . ; ' a 7~y, 70P ELEY. 215:00 ~
` ~ C D1A1 .RCp SLOPE 02°,G SL 3A29G ri INVOUT .78 INVOUT218.32 SLDP~~ P ; . l ~ ~ DIA181 RCF DfA241n. ~ ~ L 38fa R \ CP O9 INV WT 21822 % INV IN 212.5/ m Z -r ~ ' O O i~- W SLOP ~ i ~ ~ ~ ~ ~ ; • ~ . ~ INY~OUT 212.M ~ _ ~ pfA241n. P _ - / ~ . ~ ~ ti .
. ~ I - \ . i S _ _ ~ ~ : ` - - - ~ - - , , , ; ~ ~ ~ , _ , ~ 9 { ~~r j ~ , - - - . ~ z ,+.a ~F w Q . o _ ~ ~ -y~~. ,w = . ~ , . ,i ~ ~ . _ ~ J ~ ~ -z-'
N c~ ~ , , N ~ F ~ t~NCn~ ~z.~s~ ~ m ~ ~ / tn ao~c ,--'i _ NC ~ ~ FESM9 ~m~ W > ~j ~ ~g.B~ Iti~ ~1z79 NVYOUf 21204 . ~ I ' , ~
~ ~ ~ ~,0~1 ~ - - DIA24in. ¢ ~ ~ • / ~ °dr. ~et~ ~ _ z8N o ~ ~ ~ y, Q lN rj16~ ~ ?P ' ~ ~ 3~ ~ n9e~in~ ' l1 / ~ ~1~~ ,~rjS~ ~ fi. -l~ ; .CBRVY7 W ~ ~
\ a , ~ ~ ~ ~ ~ . ~ ~2 \ i 0 ~ I CB~I41 Q a . ,pp . i5 ~ ~ :fi ~ ~ ~ 'F; ~ ~p' q . ~ ph ~ TOP ELEV. .5B \ O,ps ,EZ~_~ ~ z r" ~ / I . d Q ~ ~ ~.~8 2q PPJV SrORhf~ ~ S1.9PE 1 5X ~ C6 x~- TQP E1EV 91 - , ' Zd Pw rA~ ? ~ . ~ p INV IN 22368 m / ~
ti LE T G H 53. ti ~ ,Jj ~ OP R~ ~ INY IN ~ 1.17 i TO DRA N. I ~v. ~ en++Errr i~;`~, ~ ( vaP •y~, INVM A~ ~ ~Q 43'~ 5~ ~2.Tp% 0 4 INV DIA15~~. CP ~ INl ~ ~ ~~~A~~,; ~ ~ "y r~ ~ ~IV 25625 0 ~ D ~ ~ IN .88 ~ ~ ~ ~ G~ MI ~ D~N~ , . , INV~UT 223. ~i ~ ~J 70P ELEY. T12.98 0 P$ INV I 21754 2tQ~ ' • ~ ~ ~i ~ „ . ~ ~ ~ _
; ~'y ~ _26D. ~ o `~y"Q3 , iBin. RCP f ~,S INV OIJf 230.83 p ry-Z 3t.p~ 3 { INI ~ 2~g. OUT=?A4. 243' ~ k p T EIEV. 2 1~ bpQ ~b11 E ~ INV I 218.00 ,~p ry - Z , , ~ ~ p~ r L - $ - ~ ~ INV '~217.44 ~ ~ ~ ~ ~2 ~y-~ E~. W . .
~ d~f w y'~ TOP iN IN 14125 N v Sh. , ~r~~' ~{S~iy r ~g~~ ~ INV1N 33 ~ IN OUT 241.05 5 m~ ~ G 6~0.~'pp~ ~ Qp 2 aaey 1 \_'i ~ ~ INV 21823 17 f- CBtCiSB ° ~ ~ T~~ E EV. ~ ~3.~~ ~o ~ ~ ~ " I ~OU~ Y10.48 ~~~5 ~ 4, ~ C8q25A 1~ E 7 p1 ~ 1.5 ~y~OQ+~ 4 0 / _
~ ~d•~ 2 ~ ~ ~ I~~~_ ~ T ELEV 8. ti ~ SLO r.~ TDP. ELEY, 248.80 ~ A ~ ~8, ~ ~ ~ ~1~ 0" Ca4 q 1~ INV 11 CBM35C ~IA 1' ~ ! j INY IN T~: v~~ ~ I~ INV IN 218.8 TOP ELEV. .73 M = i~ x~e~ ~ ~ ~ ~ j ~ ~ ~ f LOT441 ~ ~as ~ ? o ~ I INV IN 218.81 - , , 5 ' ~ ~
~ \~s P ~ MV 255.D/ r c ~ ! ~ W I IN40UT 21E ~ e Q~ ~ - 15" ~ R ~ p¢~ ~ ~ ~ . i INVQUT 2 6 ' , ~ ~ , _ ~ T~248.l~ ~ ro TOP 248.73 I ~ ~ ~ fNV T-243,54 ~p.50'~° 2~Q ~ i,~ I~ ~ I ~ ~ ir~vour 2,e. ,,,~w' OPEN SPACE = X- J
m r ~ ~q , OUT24470 ~ ~ 1~ ~~Z ~~Z J 0 ~ ~ ~ _ ~ ~ ~~o., , .s11z AGRES ~ ~ ~ W ~ _ ~ , ~ - -1
~ 0° a~,y 3~-p,~, ~ , ~ 't51' ~ te aaa N / ~ ~ ~m~ Q T 230. ~ uav=ra.~~ 0 ~ 1 ~ 1. 4~ ~5 > > S ~ OEIE te craa uawzfa.~ SFF DETAIL ~ a Q , ~ < ~ ~ , ~s ~;o ; ~ (f ~ W
1 M1 ~ 0 ~ o a ~ a I ~ , 5Z G ~ 2 1 i x~ ` ~Nw ~i5.o, ~~~r ~ ,~j ~~d~2~" ~ eowns ~ ~ „ ~ iri+rbnr sa ~ / , . % ~ 2 I _J ~ ~
~ ~"2,~ vr Cj~G a ~ ~ "~ri°~°u~ 2 ` ~ g5 ~ y ~ F ~ ~ q, ~ ' ~ ~ ~ i ~ I~ ~ ~ ~ ~ W~ ~ Q ~ ~ ~ i / ' ~ ~o~ w ~
~,~G~1'pGQ 0~+~ i~' ap6 sLOpF 45f; Q r ~7'~ OQ !'a'" ~z 'IN 1 ; ~W 2q;~ _ Allc ~ t ~ ~ ~ ~ % ~-~i , ~ C~ ~o ~ ~ / ~ / , z
, . ~ R30.DQ~~ ~ ~ . RCp ~ . ~ . ~ ~ R65.00' 000' ~ \t ~ SEEDETAIL ~y~y ~ ~ t ~ ~ ~ % ~ z r n U ' ¢ I_J._
i / CB~O C 3 SHEETS D9/D10 INV. T=231.5 SPREADER \ T~ ~v: ~z ' I I ~ za ~~i . ce~ y~~~s ~~^y ~ 3~ a,~ ~ / ~Q ~ tFVE~ n ~ 3 z oq /`\srr~ao~ 3 Q
mv~N zss.s~ ' E~ ~a ~P ~9o~y ~ A~p it~VOUT 2~:3s ~ iNZ ti'~~ Q ~G a~ ~ op . P~ . \ o~ ~5 ~P~'J ~ n~~ s~~~y~. a V FO
~ p~E c}' ~„W~ Q mv O FY i. 2 ~ ~ ~p ~ ' 0 ~ ,o}
1 FF3A9t szoo' ~,y~~ ~ a. i a ~ INVQIlT 236.50 ~ ~ , 249./3 ~ s ~ . . . 275A7 N Q 3 W
\ a C8181 IN U1,7J ~t p ~ O 1 - Q~ ,,G ~~1,.p tov a~+. u7.ss n~v m nr.x~ ~ r~ i Q~ ~ ~ ~ , ~ . . ~ ~1 ~ . ~ - W R LE (1~UL a ~i=2L9.35 ~ ~ . ~ ~ ~ , ~ E OU - EA H 'bR CO ~ ~ / ~
QY ~!'tF' NYR 2Q. INVEk#T 24f.f5 ~j ~ ~ ~,4~ 00' ~ lNOIIf 2 D8 _ ~ ~ ~ "Ji~~NI~' ~A 5 4ir I X - J ~ ~ . ~ ~a"s,~ ~N d oF r ~ ~ ~ _ _ _ , ,~1 ~ w ~
. a'`~e~ lBIG1X . ~ ~ ~ ~ 9APE~ 2.01% ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~
s~~ec U DU12~Y~, i~P i ~ ~ ~ ~ ~ ~ ~ ~ - , :;a ~ ~ ~
; ~ aFV. z z.ss or2o ~'S S Cn !i ~8 ~ ; ~v in axn , ~ ~ ~ ~ ~ - ~ ~ iNVOUr x~.oo cs~es aI ~ invour zie.~ , / ~ ~ ~ ~ ~ . , ~r ~ ~ .
~ ~ n . ~ ~ ~ ~ iC)P ELEV. 240. U C6~3 ~ ;~sro~,a ' inv~n 23a.sz ~ 4. , /i • 'Q ~ ~ / 0 ~ ~ i I ~ ~
~EMENi INVOUT 234.82 ; , TOP ELEV. 2 A1 ~qf~ ~5'~`~ /~f~ OI, \ 4 F,' • cj0 ~ TOP 241.39 V_ 1' ~ cv INVOUT 239.~ V~ ~ ,I ~ ~ A ~
- C1 NN ~ < c~ ~ ~ ~ _ ~ - ~ ~ \ h~ ~ ~9~`~ ~j O ~ ; '
~ 7Z ~ LEN ~ ~ 15 i pHASE 1 , ~ y: ~ N SLOPE ! g 3~ F 1 E V. 2 4 1. t B ~ i\ ~ ,
~,~e 1~ y0 I I NV M Z~6.9A HEV. 235.AE r O ~ I ~ ~3 W , ~ .240.00 N 236AS rNM 22920 ~ ~ ~ ~ O ~ ~ ~ ~ ~ ~ ~ \
Q ~{j i 36.OTIN -2~3t ~ f MNOfJf ?2Y.tQ ~ ~ ~ . Q4r~ Q r~. rR1VATE5ipRAq~ f LENGTH ~ / p~ . FE$j~/g „ ~RNN. EhSEMENT SLOPE 0.5Q% 0~ . ~ ~ ~,'C ~ ~
tNtlOElf 2282{ 7~g = OIA301n. RCA ys 7 ~'[~~py ~ ~ a NLDffCH YL fT1~RCP ~P'(~ ~ ~ S~'' p~ t~ ~(J~ , ~ ~ ,
e~~ ~s ~ . ~4~ ~ wm~ c i r~a - cs~ac a.so5~ 2d~a 9~~'°. G~'s+~~e~` ~ ~ ul ~ ~ ~ o ~ - A~a. ~ \ o~ ~ ~ ~ a ~ car~z ~
~ za unT€sr ce~rs n~viNZSS.zo D IN. EASE TOP 23724 RIV OUT 235.10 INV OIJT TOP ELEV. 231.81 - ; 1 ~
~ INV IN 718.24 I Wo NNIN 1 ~'~F y~~a INVOt1T 226.04 A RN 1 f~. 0! ti L~ ~ G ~ ~ i
~W o m ) CBili3 Y~A~~ 02 0~ ~s.~, 233.38 ~ $ 5 ~ - C&G7 1 ~y F ti ~ D~q?q~ ~ . W IN .26 W ~ uJ 9. INV OUi 235.49 . 2~0.51 S~ 9~ ~ i - ,
~ v a r r a~ s:~ s r w V~ ~ arr x~e.ao o~' e~'~,~ 0 ~ NGTH 87 DRAIN.~ EPti Q~`,~~ a ~ ~ \ r - , _ _~,ti ~ ~ ~ ~ ; , ~
PE Q ~ ~ CBS74 ~ 1 ~ S~ IA 2~n. TOP ELEV. 238.92 ~ % : ? ~ ,~e. epsi ~ ~ ~ ~ _ _ ~
•~a ~ ~ / ~ ; . ~ , . NS~ 0~' r INV OtIT Zi1.83 y{p~ ~14
~ l OPE .61 ~OPE 81% ~ ~ ~ ~ ~ ~A~1 alA 1~n: P CBA~76 ~ y~,.p~ ? o~+ , ~ ~ ~ - - ~ , ~
21 ~ y~"' P i ~ 80.83' ~ ~ OG l~, ct ,
~P ~ \ j O~OPE .50'~ T P ELEV. .58 C B m '3 m ~ ~ +W, ~ ~ a ~4 ~ 1Bf RCP T ELEV. 85 (~M61 TOP . 2J6.~E ~m . ~ ~~3 G~ m~a
~ 1 M Tl9.51 d I £ LEVEL ~ o~ y 0~ s ~ I O U T 2 2 9. 4 I IN Yd0.93 2 w p TOP ELEV. 231.Y2 WV IN .20 ~ d e~ p~ q p~ R ,~n ~ = W ~ ~ ~ ~ ! , ~~,y~ ~ 'w 3 0. O y I N 2 3 0. 9 2 ~ a ~ I N V W T 2 3 4. Y 8 I N V W 7~. 1 0 I a 0 g ZL~4 ?0 ry P~~ P ' ' ,J
229.97 I OUT 230.7 z~Q ' ur~s P N ~i TOP V. 233. w m o ` F ~ °~0 0~ ~ 2ZL~~ ; i~
J I `'L INV 228.Bt 134. 8~'Y~ ~ ~t ~iF INV I 22B 82 TOP a Qo Z G CBN88 f 0 9 ~ , ~
~ U ~F ~ F rav rte.z~ ~v r~~.so ~ncrN ~s. r~ ~v. ve.ea o,~~ sff ~ S`~ a~,y~c~,~s~,' j SIOPE 0.507L INY IN 233.23 n ~ c • y, I ~ ~
HA E I a~ ~en. r~ca iNV iN z~z.e~ = a m~ ~ 9a~0'~ ~s~ ~ INVOUf 232.75 n~a Cgt~ ~ ~ 3 Q' ~ `~i ~ Z ; 4
> = HASE rr,~" ~ ° ~ ~ roP e~v. z~t.~s 9° ~ ~ ~ ~ ~ - ~ ~ 1 ~ iHVn~ n~.sr ~ ~ ~ , , ~a~ ~ ; - W iNV p~ u LENGTH 54. G ~ W- na n~ - ' cn ~ , ~ ~i ~
! ~ jJ INV Zi3.03 ,~d SLQPE 3.3 ~a m i INY QUT Y18.N y ?'~,Y~'+~ (n CBABt~ x ZpQ I P 'P d, I i U~ Q ' DIA15in.R P Yq163 OP-~2.00 wyp ~~I ti y ~.pa`'' ~ / ( ~
. 237. TOP LE4 ~ ~ ~i I Z INV 233.49 ~ INV 7~97 ~ ,00' ~~'p~ . ~ S ~'Th, " ,'I * ~ ~ TOP EIEV. 232. ~ ~ ~ ps . ~ ~ ~ ~ ~ , i
~ INV 233.39 ~ s i INV IN 228.77 0' d~~ t~S. ~ I ~ ~ ~NV IXR 7LB.6T ~e~ ,?q' ~ IENGT}~ 3.18' ~ CB1199 21 L 1S kCP ~ , q~ RCp~ , ~ ~ ~ I EXI N ~ ~ ~ ;
SLOPE 0. ~,qp~~ : ~35.55 Q,5px CBMG4 ~ Sp0 D1A 15in. P /IfV~~MY 23 ,9S : ~ T ELEV ~i I ~ ~p~ , , , / I ,
NV OUT b5 ~3 ~ ~ SEE DEfAIL ~ SH ETS D~91D-10 ~ ~ - , ~ ~ ~ . LOT 443 r ~v: zze.eo ~ ~ i ~ , MANHO ' 1 ~ ~ ~ i i ~
~ ~ OP~~J SPACE i it+ sz+.~r ~ . ~ E ~ ~ ~
ourn~.sr ' ' 3.3486 ACRES - - - ~ i --T , i~ , . % ~ - ~ ~ ~ ~ ~
_ I _ ~s ~ oo ~ ~ " ~ ~ _ . ~ 1, ~ ~ i HARRIS CREEK INfERCEPfOR ~ BM 19A2 PG 85fl
CBI~AEC 14. ' ~GTH ~ ~ z 7 / i lLf ~ ~ ' ~ ~ ~ ' ~ ; 7~ ~ TOP ELEV 23T1B I ~ ~~o~a ~OPE 1.3q SL ~ ~ ' . ~ U.I." INV OUT i > i ~ I
~ ; . (Y~~ OP ELEV. ~ kn. R~ p~ ( 1Sn. ~iEP t E~ i} d~ 5000' fES~6 ~ ' IPIV Otlf 211.T2 >r ~ ~ ~ ~I NVIN Z10.95 ~ ~ ~ 7F a ~a~ ~~RC~a , ~ i Q . 10 I 2 ~ . ~7' ~i 1 ~ 1,6b~1 ~
? _ ~ ~ d i NVWT 230. ~ ~g9 . ' , rtii»r~~ 9aEz _ - - { 1NV.QUT-211.0- pRFlp~R , ~m ~y~p , , n ~ ~
'i a TOPELEY 230.87~° YDETENTI ~ ~ ~ . F POND 6 ~ - - NV N 227 RN .02 ` / ~ ~ 50.00' ~ ~ ~ ~ - NV N 2Z7 ~ -r ~ r I, - I ^I i i ~ ~ I
INOUT 7A6 ~ ~ ~ ~ ~ ~ C/~~~~ , 1,/ ~ \ ~ ~ - I- 1 ! EXISTING _ ~
~ ~ ~ ~ NR8 ~ ~ ~ ~ ~ ~ i~ ~ ~ , ~~~~~~ANF I ~ ~~~ANHOLE;~ ~ ~ ~
~ OF CREE~( ~ "CB~65 ~ I~E ~ ~ Z
TOP ELEV. 232.48 INV IN 228.54 OETNL ~ ~ ~ ~ 1 w r- J
INVOUT22B.34 SFIEE'f3Q9410 - U - ~ ~
~i ~ , i , ~ DRA4~N ,
- _ - - - - - - ! GMM - - - ~ ~
HECKED
GMM
APPROVED
M
START DATE
GRAPHIC SCALE JoecoDE
iQQ 0 50 100 200 400
DRAWING
No.
( IN FEET )
1 inch = 100 ft.
EXH - 1
_ . . _ _

i r i, , ~ s° ; IN I'~ I IV u ~ ,
~ ; , Uu~ , ` 1.3 ~ x . ~ , , ; ~ r.~. . F~ ~ f : . ~ 4 . , , ~ , ~ ~ . ~ ~ ~ ~ ~ ~ , . e f ~ < i , V ,~14'x , . ~ ~ ,
c~ ' ' ~ , 3 ~ , ~ , . , ~ . ~ , ~ ~ , , , , , ; ~ , ~ ~ ~ , , ~ ; ~ . ~ . ,
. . ~ , t , , . . , , ; . : , . , - . , . ~ i i / r! i.. ~ / . ~ ~ ~ , i , , . - - i . e : , ~ ~ ..e. , . , . . . ~ , ' J
, , ~ ; . , , ~ ~ . ~ ' , . a ' . y ~ I C l ^ , , i - • 0 , i / `j ` J ~ 1 ~ N
V ~ z f r , . , ~ 1~ ~ ~ o ~ , , , o~- ~ ; . ~ , . ~ . ~ . , • • , ~ ~ ~ ~ ^ , ~ ~ 2~ PRIVA ,kE 5T ~ ~ ~ ~ 0 aRM
~ ~ ~ ~ ~ / i , f ' ~ , Y ~ - ~ V'.... , ~ ~ ~ ~ ~ ~ . . ' ~ i , , t~ o , , _ 0 ~ . t i ~ ~ ~ , , , , ~ ~ c ~ ~ ~ ' ` / ~ , ~ . ~ ~ i 1 ~ C L X
. , ~ r~ . ~ , ' " . ? ~ ~ a . , ~ , . ~ ~ , t ~ ~ ~ ~ , r. ~ N S s~ , r ! . : ~ ~ ` ~ F Y „~p . . ; D IN,E ~ E~~ oo wa , M NT , ; ; , I ~ ~ o~
' ' ~ f. ' ~ ~~r . , ~ , ~ ~ . ~ y : ~ ~ , ~ ~ , _ ; = . ~ ~ ~ ' ~ , ~r ~ ' ; ` ~ ~ , - , ~ . ~ ~ - ~ " . . ~ ~ = o r , =c~~rn
; ? . ~ _ ; , , , ~ r . > ` ~ 4 ~ . ~ . ~ ~ 'L~~~ ~.r~ ~ ~ ~ ~ ; r ~ a ~ ~ , , - , ° ~ ti-- ~ ~ ~ N a~ I ; ~''1~ U 0~' N N c0
. r' . , i~+ . , l l f : : " ' . e ~ ~ ~ ~ ~ ~ . ' r~ : ~ ` . r t ~ ~ , ~J ~ ~ . ~ ; t. ` i. ~ f - - ~ % - J' ~ ' ' ~ ~ ~ X,~(~ ~ ~ . ~ . W ~ , k., ti r i ~ . , . ~ , . i ~ i . ~ ~ . . J ~ ~ ' 4- i ; ' y ~ ` ~ l~ O , ~ ~ l
~ ~ ~ ; , , fi V~ t ~ , ~ • ' . - - ~ - ' ' /i,,7 ~ , 7 . ; 1 ~ ~ ~ ~ " ~ ~ ( a;i ~ , t ; ~ . . ~ ~ ~ , a ~ . . ~ ~ . • ~ r . ~ ~ ~7 , - - ~ ' ~U I I ~ , , , ; D, ~ 3 z I, ~C1
? l , , , u , . , , , . ~ : t ~ ~ ~ ~ : i , ~ , ~ ~ , ~ , ~ . ; . , , , ~ , ; Q m . N ~ ~ , ~ r~~ ~n , ~ ~ ~ ;
~ ~ ' ~ ~ ~ ~ , ~ , ~ S - . Q , ~ : , ~ - , ; t , , . ~ ~ ` ~ " ' - _ , , . , , , , , ~ . ~ ~ , ~ [ ~ L Ct ~ . ~ '.1 ~ ,i . ~ ; . ~L ~ ~ ~ , ~-i ~ ~ ~ ~ N ~ ~ 0)
~ ~ , , „ , . , ~ , , ; ; : ~ , = „ , , , ~ ~ ~ ~ „~C ~ ~ - ~ . ~ , m ; ~ ~ a~ ~ - C~~~ I~ ~ o
, ~ ~ r , , . „r ~ ~ ~ ~ ~ , ~ t , , , ~ t ' , , , ~ ~ ~ O . r ~ (L' 0~ 0~ ' ~ ~--i , O I , ~ ~ , ~s ~ J W ` ~ ~ a y t ' , k, ~ ~ r..~ : ~.,z- `..1, ~ ~ ~
~ ~ ~ a. ~ , ~ . ~ , .r . p ~ ~ , ~ ~ ; , ~ t., , ~ , ~ ~ , ~ ~ ~ ; , , N . ~ , .m._ ~ r ~ ~ , ~ ; , ' n r ° k'~' ~ , , ~ . , , , , ~ ~ ~ ~
k , ~t ' , ~ ; - ~ -0,~ ~ , r . , - , , . f, , . . F ~ , , , , , , , . , , , , . . ~ ~ 5 .w . ; , ; ..s.._ , t . ~ . ~ ~ ~ ~ ~ ~ ~ M ~ti~ F , : ~ t ' ' ~ q . f O ' n . . . ' . y _
~ ~ , . . , ~ ~,F~ ~ , - ~ - , _ , ~ , w. ~ _ , , , ~ , , , .r~ , ; ~ ~ , , i / ~.~..~o- e ~ , , ~ l +t ~ 5 ~y ~ i ~ . ' . ti ' ' ` 0 J~ U \ t~ , 1> ~ ,s,, „ ~ ! ~ ~ - . v~ O 9 : I ~ r~ ~ -
. , , , , , ~ • .r ~ _ . . . , ~ . . , , w i t ~ ~ ; ; , , ~ , . ~ ~ ~ , , ~ ~ ~ ; ~ c.n _ ~ S ft , 4 ; . , , _n W , ~ q .4~.. . ~ ~ r ~ ~ . ; .
, , , ~ ~ ~ ~ ' ~ ~ ' ~ ~ . , , . j , , . - ~ , ' , , ~ , , ; , ; , ~ - _ _ . , ~ .
, , . , , ~ ~ . ~ , . , Q , ~ `1 ~ ~ ^ ' ~ , , , - , , r. ~ , ~ ~ ~ , , r _ • ,
, F , , r ; r , ~ ~ ~ _ = , ~ ~ ~ e , s~ ~ Q , _ ; . ~ , . r y , , , / , ~ . _ . ~ Q. ~ ' ~ ' ~ , , , ' ~ w ~ , ; , ~ ~ , .
, ; _ - ~ _ . s~ ; , , ' ~ , , " , , ; ~ „ ; ~ r. ~ ~ . ~ , ~ , ~ , , r~ ~ , ~ ~ ~ , e _
, , ~ j217 „ , , ~ ~ . , ' TEL R.ED
_ ~ . ~ ' ; _ ~ 2 , ~ ~ ~ r ~ : 1 ,r , Y i . e ~ F • L . . ~ _.._w... ~ , r s . P we ; ; ,
~ ; ` ~~y~ ' r ~ ~ . ..r ~ . . , ~ i , , M7 . ; , ; ~ ti_ r ~
~ • , FR ~ , ~ , , _ • ~ ~ . , ~ , ~ ~ ~ ~ , , ` i ' ' ~ , , . , , ~ ~ qy ~ , ; , , ; ~ 1 ¦ EMEROEN
~~0 ? ~ _w . w._ _ , , , . . , ~ ~ % ~ . ~ : ~ ; , O , ~ ~ " . T i
0 , ~ _ , , _ ~ 1 , 0 ° , . . . ; , ~ _ ~ , _ , TM~. , , , . : , . , , ~ : , , , . _ . . , ~ Y DETENTI ' ~ ~ - ~
_ , . ; z
• ~ _ _ , , . _ _ ,4 _ _ . _ _ _....T_ _ , _ _ _ . , ; , , _v~~ . _ . , U~ cL - O
, 0 „ - _ : _ / ~ ~ _ ,.r_-._. . ~ ~ ~ _ . . . ~ . . , - .t._. . _ _ U /
; ~ , , ~ ~ , - - , , . 4a ~ ii . , r ~ ~ . ~ . . oC
/ . _ r. ~ ' ' ' ° .M' y, ~ ~ '1 r. ~ / ~ , . , ~ , . ` . . ~ ~ . '4 / . , . "n - ° 1 ~ l . ? .Y... ~ ' \ . . ~ .Y - Q ~
r .°i - ~u ~ . . . ~ ~t ,.k... ~ ~ 4 ~ . . ~ . . t ~ ` _ ~ ~ ~ ~ ~ ` . . . . . ~ . • _ _ i ti ~ 0 . U - c+~
i ' '1 't ~"L l ~ . yR\ ' ' / r i . ~ '4., ~ , ~ ~ - - : . t . , \ ~ . , , ~l , 0 i . ' . y V ; y ~ , o . ~ ~ - _ ; ~
~ . - °^a ' ~ ~ - ~ 'y . - , . . , , ~ ~ , , . , . . \ ':l , \ . . , ~ m / \ . . ~ `e. ~ ~ ' s s. ~ ~ ~ ~ . ~ i J , 1
~ ~ r . . ~ ~ . , . N / . . , ' _ 4 ~ ~ . ~ ~ ~ . ~ . y a~ 'w ~ ~ . ~ ' \ , . , , ~ 4 . ~ ~ t . e ~ ~ ~ .'t , ~ . ~`a i. ~ M ~
, / ` ` ~ ~ t . ~ ~ / ~ ' ~ ~i 1 ~~'`4. " ~ _ ~ ^ ^ ` ~ 't * ~ ~ . S,b„ , l ~ _ . ~ ~ ~ ' ~ `Y,~ , . _ - ~ ~ , ' ~ - _ r. . ~ , ' , . (I~ N
~ b, , . . . , . : . , , f . ~ ~ ' a _ _ _ _ . ~ , , ~ ' 5Q. 0 ; . ~ _ ~ , , ~ , . . .M ~ , ~ , ~ _ ~
~ y _ ; , . ~ ~ ~ ~ ~ ~ ~ ~ , , . ~ . ~ ~ . ~ ~ ~ , , . ~ _ _ _ , ~ ~ , , ~ W z
~ , . , _ . : , , , _ . , ~ , , _ , . . - . ~ _ _ T. , r ~ .ti ~ ~ ~ . ~ R _ _ ~ _ , ~ - , N r- ~ . _ , _
, . . . . _ . _ , _ . . _ , ~ , , . _ ~ ~ . , ~ , ~ ~ , , _ . . - , , ~ ~ _ , : ;
, , , _ ~ w. , . _ ~ ~ . ~ . ~ ~ . , . , . , ~~w , , i / ~ . . _ ; ~ / ~ ~ ~ ~ ~ ~ . „ , , , ~ ~ _ ~ _ . ~ . ~ (f~ C~ ~ ~
, ~ _ _ , .a . _ ` , . . _ - ~ , ~ . ~ _ - _ , ~ ~ ~..J W
, ~ W ~ ~ ~
~ Q ~ Q
z ~ W z
O ~
~
n z
n ~ o
/ GRAPHIC SCALE 1=
30 p o,5 30 60 ,~o W z
w
n C~ ~
n n w ( IN FEET )
= 30 ~ 1 inch ft.
%
f 1
X , ~ ~ f X
X
~ ~
~ , , , X X
X , . ~
T U ~
K. 2sa EMERGENCY SPILLWAY
~ E~. 2~a EMERGENCY SPILLWAY EL. 217 EMERGENCY SPILLWAY .WAY EL 236 E~., 237 - \
~ EL.216 EL.215 EL.216 ~ EL. 217 ~ ~
~ ~ y y ~ r~ .y y ~ ~
~ ~ ~
36'RCP
24°RCP 24'RCP ~ z
4
~
0
~
Q~ >
r (n J ~
W ~I~~.
UTILITY INSTALLATION3 AND OT ~ 0 N O ~ ~w.~~i~~~.~,~~~, s„~.~ ~ ~ 'ALLATION3 AND OTHER PUBLIC The c~iy oi Ra~iyn ~,.w m a. ~MOn~ ma .~te~~~ or ina c~~y~~ ~,n~, ,r~.,, ~,i,,.,, „ = U I
FACILITIES, INCLUDING SIDEWALN NCLUDING SIDEWALKS AND HANDICAP a,i~ Wm. m~ mat.w ma ~~nixv~, m.u,oa~ ~aa i« mi~ Propc~ ~a~ ~i~ m at~+, awn~ J z ln
~ ~ RAMPS ARE TO BE CONSTRUCT X ~ ~ AS SPECIFIED BY CITY CODE. TO BE CONSTRUCTED ON ALL STREETS ) ) utmwc Hanenoow' nonaom eie q«mooeioi,c J ~ D BY CITY CODE. THESE FACILITIES cnroreaieiah ~ O
X HAVE BEEN APPROVED BY THE AND SHALL BE 50 INSTALLED l Pudio UfAHIn Dipvtmwd PrmX ~ ~ ' ~ APPROVED BY THE CITY OF RALEIGH c~NN~~~ I BE 50 INSTALLED UNLESS A CHANGE
- IS AUTHORIZED BE NRITTEN AP ~ - SANITARY SEWER EASEMENTS A :ED BE NRITTEN APPROVAL. PUBLIC _ oat• ~ Q W~
~ PRIOR TO FINAL ACCEPTANCE. EWER EASEMENT S A R E T O B E R E C O R D E D - . PUBUC ~ U J~ NAL ACCEPTANCE. w~r. ox~,ta~/cy~.~,i,n sNCam U Q
SIGNAIURE: m $~~NA~RE: The e~q ol Aeoq~ raynL W qe oonnaetlan ond wlmdon m the Clt~+e pudic watr erlem a~han m ~ thle pim. TM mvurW md rominKilon~ m~thod~ uNd (a Ihit DroJeo! ehall confam W!h~ CII~~ Publk Z Q
3 D CHIEF ENGINEER Utllltiw Hmmoob' KandoM und pwAlcailons ER J) P ak~u~ind oo~n,,.,t P.mn ~ J N
m c~w~ ro~ U ~
~ ° ' ` PUBLIC UTILITIES ~ 1ES , ~ oot~
1RAFFIC ENGINEER z NEER DRAWN
CONSERVATION ENGINEER a ¢ _ N ENGINEER D R D
0 _ CHECKED
~ . - cn f ) ` • - . GMM APPROVED
o U / ` GMM
~ e ~ . ~ START DATE
W • • J ~
J H > JOB CODE
~ APPR~X 1 ~ cn ~nnT w ~-~~r.~ ~ • ~ R~1X 1 ~nnT ~ .
o . . , . , . v r ' . I . \.J . 1 U U 1 o
IHLN M~IALL METAL PLATE WITH A 8 TH E N I N S TA L-L' ' M-E'TA 'L' 'L'v". .-)v(. I VV I< U- ~ DRAWING
~ E 4-) No.
L . ~ DIAMETER HOLE AT AN ELEV. OF 232 D - 9
2 . C
C ~ ` ti
CD I~

I

i
~ ~ ! , ~ ~ V
D Z~ . , , : , ~ 0 . f . : ~ ~ 1 _ _ f~ , i. ~ O ~ ~ r ~ ~
t4 0 ~ R - , . , , : . ; . , , ~ - ; , ~ J1 ?1 i ~ ~ ` ~ ~ , ~ -~r ~ ;
° o , , '0 , - , ~ ~ , - ~ ~ U . , ~ ~ , ~ ~ _ , . _ _ ~ ~ . ~ . . ~ / , ; ~ ; ~ ~/v ''1 I 4 . ~ . , 4,, U
~ N " J ` ~ , ~ , , ~ ~ / . c~ ~ , , ~ \ ~~^~r.,~, ~ V ,i , J
. ~ I ' .1 . ~ ~ ~ ~ ' i ~;d i ; ~ ~ , i ° ~ a~ ~ ~ ..r , ~ ~ ~ ~ ~ , v ~ ~ ) I - r - - ; ; =
~ ~ ~ . ~ ' ~ ~ ~ , , . N . - ~ ~ . ~ ~ . ; , 0 . ~ f' 1 . y ~ d ,\e ~ ~A, , i ? L~ ~ ~1 %r ~ . ~ ~y. t :N '~.,.i , , k
~ , cr ~ , . , _ O ':I . _ , . _...mm_. y , . ._._Q - . \ , , _ . - n i ~ , , ~ ^ ~ ~ ~ . ~ Y I . , ~ ' U ~ i ~ s , . ~ ~ ~ ~ x W , ,
c~ ~ , ~'I' . w^ . r w ~ , - ~ ~ ~ . , o , .n ' I ~ p 4- 0 , ' ; p ~ a 0~ O lL ~ ~ - v ~
N ~ , . . . , ~ ~ , _ ~ , _ , : , ~ , ~ ~ ~ ~ - , ? ~ . , , ` ; ~ ' ~ . ~ • = O ~ ~ ~ ~w~ \ : ~ ~ ~ / ~ , _ ~ = CD I`~ ~
~ _ ; - , , - ' _ , ~ ~ _ ~ ` t ~ ~ , , , , : - . ~ z ~ ~ U ~ T I~ N ~ ~ ~ ~ ~ ~ o N N c0
~ . J , t r F , , . , , , ~ ~ J ~ l~ C7 r ~ .~011 , ~ . , - o
, , . , , r- . , _ , / , wm_.._ i ~ ~ , ; ~ ~ ~ ~ _ ~ ; - ~ ~ 3z~~ ~ r , _ N f~
, v.- , ~ , ~ .,l-. = ~ . r e, , ~ , 0•• ~ ~ C~ ~ i i ~ Q ~ ~ ~ ~ O t , v I p~
. _ , ~ , ~ ~ , ~ _ , , , ; - ~ , . , , ~ ~ p _ ~ n , _ _ ~ ~ ~j~ ` M._. ~ ~ J r, ~ N ~ _ , ~ ~ ~ (T ~
. ~ , ~1 = ~ _ . ~ ~ ~ ~ ti - ~p . . _ ~ , ~ , - - ~ , ~ p , : , , , _ _ : , , , ~ . ..~w ; F~ - _ ~ 71 C 0~ ~ ~ ~ ; ~ N - ~ ~ 0~ (A
„ ' z1s ' ; ' ` ~ „ x , , ~ .~r. , r ~ , ; . ~ ' . ' ~ I I ~ ~ . . , ~ ~ " , _ ~q Q ~ ~ 1 O ~ ~ ~ , , , ~ y ~ ~ _
~ 0(; ; ~ - - 'v , _.u._.. . ,-a ~ , , ~ ~ l ~W • r~ ~ v / ~
~ GBN ' 3~ : ~ 0 E~ ~ % ~ ~I . EM Y ~ . ~ ~ ,r:~, , , ~ U , ~ ~t ~ ~ ~ ~ ~I~' ~ F ~
~ ~ , „ . „ . . „ . . . , . 1 ~ . . : . ` ~ ~ ~ , ' ~ . ~ I ~ ~ ~ V
- . - ~ , ~ ~ O ` ' O t i ' ~ G
' ' 1 / , , , O , ~ ~ r _ . ~ , y ~ ~ ' O " \ .
~ ' v , ~ O O in. . o , .
i ~ ~ ~ ~ _ ; t- .r~ ~ 0 0 0 ~ , i , .~3- - v~ ~ ~ ,
, ~ m ~ ov ; ? ` ' o ° zm , , , ~ F - _ ~o / ~ , r, ,
' v-+ 1 : . , = * . _~m . , ~ ,
~ ~ ~ , ; ~ z ~ ~ ~ ~ , ~ ~ ~ , ~ 361 f2 4
, ~ N ~ ~ • f~~ - ~ ~ ~ ~ , ~ ~ . ~ / ~ ~ ~ ~ , . , , . - - ; ~ - ~ . ~ r ~
, ; ~ ~ ~ . , , ~ . . ~ a . • ~ . ~
, . •~C , ; . , , : . _ ~ ~ ,r ~ , ~ _ , , ~ i ,
7 ~ i ~ ~ . , _ tn ~ , . ~.,._.....i ; - v~ - " . O ~ ,1 ~ . ~ .
Z ~ , r , ~ _ , . ^ , ~ ' , , ~ , _ a O ~ , '...~i ~ , ~ J//~/~ Z . , V V /
Q" ~ 1 r ~ % I ~ i ~ ~ ~ _ i ~ ` ~ _ ~ ~
_ ~ " ~ G. - ~ ~ ~ ~ '
, ~ ~ f ~ ,G -
~ ~ 1 . : t , D , ~ , , , ~ ? / ! _ ~ ~ ~ Q _ ~
Y \ p. J ` ~ i' ~ ^ ~ 0 ~ ~ ~ \ p U A ~ ~ / ~ C~
I + _ . , / f fi i i e ~ . i F ~ t r r4 ~ o m ; ~
r,r~ 1 i , r ~ '1 L ~ ~ ~ ~ r f " ; . . ~ i _ ~ / ~ I , . , ~ J , , , ~ - / J / ~ ; , •
~ ~ ~ ~ , r ~ ~ i , ~ ~ , , , ` ~ ; , ; ~ i ' t,i~ , ~0 N
, , ~ , ~ ~ ~ ~ ~ % cn 4 . 4
~ ~ < , V ~ ~ ~ . ~ ~ , i . , 4 , ' ~
4 t ' ~ ~ ~ . ~ f l 1 ! ~ ; o ~ ~ ~ , ~ , ~ ~ o~ 4 z
` I 1 D ~ j 1 • t W ~ ~ , ; ~
~ o Ir . . r ~ z
3^ . • _ j~ r,=~ J~..~ ~ c~ ; ~ ~
l ~ ~ „ ~ - W W
W
~o Q Q
~ • I z ~ W =
n O ~
~ ~
~ GRAPHIC SCALE ~
30 ~ ~ 3o z o ~s 3o so 120
2 n ~
1n 0 IF I 2 - ~
~ ( IN FEET ) W z
1 inch = 30 ft. r nW
n V 1 ~
~ ~ W
~
~ f
X
, ,
X t e
X
~ , X
S , , T
x EL, 219 EMERGENCY SPILLWAY -
\ . EL.217.5 EL.218 , ,
3 X
EL. ~ r~, 235 EMERGENCI :MERGENCY SPILLWAY
~ . ~ EL 233.5 EL 234
n ~ ~ 24 RCP EL. 231.5 EMERGENCY SPILLWAY
~ r~ ~ ~ EL 230 E~. 231 -
y
24°RCP ~ r~ ~
24"RCP v~
~
~
~
i _
0
~
a
~ J ~ d-
~ , PUBl1C w ~ ~ ~ S~wr Collwtlan/EvGmlm s~tMn ~ O(~ Q
X > > Tha City of Rdalqh canMnt~ lo th~ cann~ctlpn ond ahnelon ol tha Ck~e D~DIk eewar e~t~n ae ~horn oo O M ~ thl~ plcn. Tho matwlal and oomtructlw mWiadr uud tar thb poNc4 ~hall mn}am to th~ pl~~ WWIo ~ w r` I
X ' u~u~n~~ nanatoak~' ~ianaara~ mw ~.rmab„r ) ~ Clly a! Aalalqh J z ~
Publk Ut~ItW D~padm~nt Prmlt / J O ~ X Canrt~uctlm ApprovW O M
~ ~ ~ T W n L( ^
L.L v I - PUBUC ~ Q ~ . Malr D4WWNm/Erindm 5~stem Q / , W ~
The Clly ot Aeldph oonssile to Me oann~cqm onE utendm of the qt~le publlc wuta e}alan oe eham on ~ V J~ tM1l~ plcn. T~e matrlal onE crnNruclkrr mtlhey uf~E lar ule poMct Matl conlam to tha CHy~s WEII~ Q
3 . . UGltiw Hondboaki AandmE~ und ~p~ottk~aCqna~ ~ N qly of RolAqh ~ O LL
~ o ~ • Pu611c Ut~ltln Deporlment P~rmlt ~ ~ ~ CaNlrvMlon }ppro~yl W NI^
~ ~ Data ______JJJ u / ~
0 ~ ~ -
~ . - z ~ DRAWN
3 UTILITY INSTALLATIONS AND OTHER PUBLIC ` ° DRD
~ FACILI~IES, INCLUDING SIDEWALKS AND HANDICAP )f o ~ RAMPS ARE TO BE CONSTRUCTED ON ALL SIREETS - HECKED
~ AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH ` ` ` GMM 9~ APPROVED
o ' AND SHALL BE SO INSTALLED UNLESS A CHANGE . ~ IS AUTHORIZE~ BE WRITTEN APPROVAL. PUBLIC . GMM
o SANITARY SEWER EASE~UENTS ARE TO BE RECORDED ~ , START DATE
~ PRIOR TO FINAL ACCEPTANCE. n (~n J T, ° ` ~ SIGNATURE: R 1 1 X ~ ~ \ I 1 ~ n n ~
~nnT '
' v `r I r V H..`-'s H CHIEf ENGINEER ~ V V I. ~Uli CUDE
7) c.n ~ 10 7) -
w PUBI.IC UTILITIES 0 ¢ E CONSERVATION ENGINEER 1 • .
~ " TRAFFIC ENGINEER ~ DRAWING
c . ~ No.
41 L •
co OF BOX. DIAMETER HOLE AT AN ELEV. OF 227.5 D - 10
C - C N
r-i U'
I ~
~
~
~

~
~
~
~
C~
J ~
~ X ~ ~
~ L~ O "
" L ~ u ~n, [ ~ ~ ~ ~
w [ ~ ~ N C~
~ ~ - ~ ~ ~
~ a N ~ ~ U~ aU
FROM TO DRAINAGE MANNING RUNOFF CA 5UM T~TO TOTALT~ RAINFALL RUNOFF CONT~IB. TOTAL PIPE PIPE Fi.OW iNLE7 ~N~er o ~ ~ z ~ ~
REQUIRED CALCUTATED ROAD AREA A ROUGIi N COEFF. COEFP. {acres) CA STA. TO STA. INTENSITY (cfs) INFLOW FLOW DIA. SLOPE VELOCITY TYPE DRAINAGE - i~ rr~ ~ - ~ _ E ~ s
STRUCTURE ~ ~ Q GUTfER ~UTTER SLOPE (acres) (n) (C) (acres) (min.) (min.) (in./hr.) (cfs) (cfs) (in) (ft,/ft) (ft/s) AREA 5.67 FROM TO DRAINAGE MANNIN~ RUNOF CA SUM TG TO TQTAL T RAINFALL RUNOF CONTRIB. TOTAL PIPE PIPE FLOW INLET Q~ m'~
SPREAD SPREAD FES# I CB#2 0.9 0.013 0.5 0.45 0.45 5 5 7.5 3.375 0 3.375 I 5 0.005 3.72 I 2 Y-INI.ET ? Y-INI.ET AREA A ROUGIi N COEFF. COEFF. (acres) CA STA. TO STA. INTENSITY cfs INFLOW DIA. SL PE ~ o ~ F L O W 0 V E L O C I I Y T Y P E ~ N~
~B$$2 0,2 0,8 5,67 0,90 8,75 2~12 . CB#2 CB#3 0.2 0.013 0.8 0.16 0.6! 5 5 .5 4.5 5 0 7 7 4.575 ! 8 0.005 4.202 I SINGLE r n C acres min. mi m. hr. ~ SINGLE !ac es) ( ) ( ) ( ) ( ) ( n.) ! / ) (cfs) (cfs) Gn) (ftl~t} (ft/s) ~ ~ ~ ~ ~
CB#3 0,2 5,67 0,79 5~76 0,75 CB#3 CB#4 0.2 O.Of 3 0.7 0.14 0.75 5 5 7.5 5.625 0 5.625 18 0.005 4.2021 SINGLE SINGLE 0.4 0.013 0.55 0.22 0.22 5 5 7,5 1.65 0 1.65 15 0.005 3.7212 51N6LE
CB#4 0,65 5,671,106 7,5 ~ 0,75 CB#4 CB#5 0,3 0.013 0.65 0.195 0.945 5 5 7.5 7.0875 0 7.087 18 0.005 4.2021 SINGLE ~B#S 0,8 5,6 0.90 7,5 6,14 0,75 CB~5 CBA6 0,2 0.013 0.8 0.16 1.105 5 5 7.5 8.2875 0 .287 24 0.005 5.0905 SINGLE 51NGLE d.2 0.013 0.8 0.16 0.38 5 5 7.5 2.85 0 2.85 15 0.005 3.7212 51NGLE
CB#6 4,44 ~,75 CB#6 CB~7 0.1 0.013 0.8 0.08 1.185 5 5 7.5 8.8875 p .887 24 0.005 5.0905 IN LE i SINGLE CB#75 CB# 6 0.1 0.013 0.8 0.08 0.46 5 5 7.5 3.45 0 3.45 18 0.005 4.2021 51NGLE ~ W 7
5 G i 51NGLE 76 CB#77 0.2 . U
8,75 0,75 CB#7 CB#8 0,2 0.013 0.8 0.16 1.345 5 5 7.5 10.087 0 10.08 24 0.005 5.0905 SINGLE CB#8 0,8 8,75 ~29 0,75 CB#8 FE5q9 0.3 0.013 0. 0.24 5 5 I 1.88 0 I!. ~ SINGLE 0 0! 3 0.8 0. I 6 .62 5 5 7.5 .65 2.63 7.28 ! 8 ~•~5 4.202 I SfNGLE ~
8 1.585 7.5 88 24 0.005 5.0905 SiNGIE CB#11 O,S 7,5 6~75 0.75 i SiNGIE CB#77 PE5#7S 0.1 0,013 0.8 0.08 .7 5 5 7.5 5.25 13.69 18.94 30 0.005 5.9070 SINGLE
CB#12 0,05 5,67 ,142 , ~~28 0,75 ~#~0 Ca#~ ~ ~ ~ 0.0~ . 5 - CB#76A C8#76 0.44 0.013 0.7 0.35 0. 5 5 5 7.5 2.625 0 .625 I 5 0,005 3•~2 ~ 2 SINGLE
4,62 3 0 4 4.4 4.4 5 7.5 33 p 33 36 0.005 6.6704 Y INLET CB#14 0,35 0,85 5,671,687 17,25 8~79 C~i i CB#~2 0.2 o.oi3 0. o.i 4.5 0 ~ Y-INLET
0~5 , 4 5 5 5 7.5 33.75 33.75 36 0.005 6.6704 SiNGLE B#16 0,5 5,67 L418 7,5 6~ 1~~ CB#i 2 FE5~13 I SiNGLE CB#77D CB#77C 0.4 0.013 0.7 0.28 0.28 5 5 7.5 I
4,75 0,05 0.013 0.5 0.025 4.525 5 5 7.5 33.938 0 33.94 36 0.005 6.6704 SINGLE CB#17 0,27 0,65 5,67 ,99 7, 2,72 I SINGLE 2. I 0 . I 5 p,pp 3 72 2 51NGLE CB#7~C CB~77B 0.5 0.013 0.65 5 5 7.5 4.538 0 .538 18 0,005 4.2021 SINGLE
0,2 0,75 5,67 ,851 7,5 4,41 ~,7z CB#77B CB# A 0.95 0.013 0.6 0.5 5 5 7.5 8.g I 3 0 .8 I 3 24 5.0905
0,1 0,85 5,670,48 3~72 1,] CB~14 ADS~15 0,35 0.013 0.85 0.297 0.2975 5 5 7.5 2.231 0 .231 15 0.005 3.7212 SlN6LE CB# 6.25 ' SINGLE ~U~~ CB#77A CB#77 0.5 0,013 0.6 0.3 5 5 7.5 I I, I.063 24 5.0905 p g
CB#20 0,17 0.85 5,67 0,819 6,25 4,84 1,7 z
0,2 0,8 8,75 6,14 CB~16 CB#17 0.5 0.013 0.5 0.25 0.25 5 5 7.5 1.875 0 1.875 15 0.005 3.7212 SINGLE B 23 5,670,90 0 5 ' SINGLE
5~67 ,680 5,37 CB#17 CB#18 0.27 0.013 0.65 0.175 0.4255 5 5 7.5 3.1913 0 3.191 15 0.005 3.7212 SINGLE CB#24 0,15 0,8 ~ 0,75 SINGLE CB#79 CB#80 0.35 0.013 0.75 0.2625 0.2625 5 5 7.5 1.9688 0 1.969 15 0,005 3,7212 SINGLE
0,08 3,97 CBN I 8 CB# I 9 0.2 0.013 0.75 0. I 5 0.5755 5 5 7.5 4.3 I 6 0 .3 I 6 I 5 0.005 3.72 I 2 SIN~LE C #~5 ~ 5,67 0,36 ~ 0.75 SIN~LE ~~8 ~ ~ 5 3.79 6.39 I 8 0.005 4.202 I 51NGLE -r n C6#81 CB#82 0. ! 5 0.013 0.85 0. I 27 0,475 5 5 7.5 3.563 3.79 7.35 I 8 0.005 4.202 I SINGLE V l 51NGLE CB# 2 CB#
CB#26 0,1 0,85 5~67 ,48 ~ 4~57 0,75 CBN19 CB#20 0.1 0.013 0.85 0.085 0.6605 5 5 7.5 4.954 0 4.954 IS 0.005 4.2021 51N~LE Y-INLET #8 83 0.35 0.013 0.75 0.2625 0.7375 5 5 7.5 5.5313 3.79 9.321 24 0.005 5.0905 SINGLF -
~B#2~ 0,25 0~85 ,671,205 8,75 6,93 Q,75 C6~1'20 YI#21 0.17 0.013 0.85 0.144 0.805 5 5 7.5 6.038 0 6.038 IS 0.005 4.2021 Y-INLET CB#83 CB#84 0.5 0.013 0.6 0.3 1.0375 5 5 7.5 7.7813 3.79 I 1.57 24 0.005 5.0905 51NGlF Y-INLET Z
CB#27A 0,2 0,8 5,67 ,90 6,14 0,75 YI#21 YI#22 0.01 0.013 0.01 0.0001 0.8051 5 5 7.5 6.038 0 6.038 IS 0.005 4.2021 Y-INLET 51NGLE C~#84 CB#85 0.3 0.013 0.6 0.18 1.2175 5 5 7.5 9.1313 8.74 17.8 30 0.005 5.9070 SINGLE -
CB#25B 0.85 ,671~06 6.17 YI#22 CB#2 1.2 0. 0. I. I , 10.9 0.005 5.0905 51NGLE 6, 5 1.0 I 0.99 2 0,05 0,85 5,67 , 4 a;~ cB# 0.005 5.0905 SiNG~ Q CB~i85 FES#86 0.35 0.013 0.6 0.2 I !.4275 5 5 7.5 I 0.70 8.74 I 9.4 30 0.005 5.9070 51NGLE 0 - ~ SINGLE
CB#25A 2 1 2.92 LO o. . i i. 2 i i 2. i o i 2. i 0,2 0,85 ~96 3,07 CB~24 CB#25 0.15 0.013 0.8 0, I 2 I 0.005 5.0905 SINGLE CB#29 5,67 7,5 13,5 .7451 5 5 7.5 13.0 0 13.09 24 ~ i SINGLE ~
CB#30 0,3 0,85 5,67 ~ 7,5 6,29 1,7 CB;~25 CB#26 0.08 0.013 0,85 0.068 1.8131 5 5 7.5 13.59 1.2 14.80 24 0.005 5.0905 51N6LE , 11#SOA C6#80 0.92 0.013 0.55 0.506 0.506 5 5 7,5 3.795 ~ ~ 51NGLE 0 3.795 15 0.005 3.7212 Y-INLET
CB#31 0,2 0,85 5,67 0,96 5,2~ 1,7 CBN26 C6#2 0.1 0.013 0.85 O.OS5 1.8981 5 5 7.5 14.236 1.2 15.44 24 0.005 5.0905 SINGLE ~ ~ ~ SINGLE ~
CB#32 0,45 ~ 5,67 , 7,46 1,7 CB~27 FES#28 0.25 0.013 0.85 0,212 2.1 106 5 5 7.5 15.83 3.1 I 18.94 30 0.005 5.9070 SINGLE ~ SING YI# A I I . I 0.66 5 5 7.5 4.95 0 4.95 15 0.005 3.7212 Y-INLET ~ (~J
CB#34 0,3 0,85 5~67 1,44 8,75 4~7 5,99 LE V 1 U
CB#35 0,15 0,85 5,67 0,72 8,75 3,29 5~99 CB#27A CB#27 0.2 0.013 0.8 0.16 0.16 5 5 7,5 I.2 0 I.2 15 0.005 3.7212 SINGLE CB#87 CB#88 0.63 0.013 0.7 0.441 0.441 5 5 7.5 3.3075 0 J : SINGLE 3.308 15 0.005 3.7212 SINGLE ~ U
0,25 0~85 5,671,205 8,75 4,31 5,99 Q . . . . . . . . . , . W z
CB#35D 0,~ 0~85 ,67 0,96 3,85 CB~25B CB#25A 0.22 0.013 0.85 0.212 0.2125 5 5 7,5 1.594 0 I.594 15 0.005 3.7212 I U ' SINGLE • ~ 0.85 0.17 0.821 . . . . . , ~
0,36 S NGLE CB#35C ~~g 5,671,63 7,5 6,16 2,39 CB~25A Cg#25 0.05 0.013 0.85 0.042 0.255 5 5 7,5 1.9125 ~ 1.913 15 0.005 3.7212 51NG E L CB#90 FES#91 0.15 0.013 0.85 0.1275 0.949 5 5 7.5 7.113 2,88 9.994 24 0.005 5.0905 SINGLE _ ' S1N6LE N W
CB#35B 0,15 0,8 5.67 0,68 4,07 2,39 L~ ~ _ ~
CB#35A p,1 0, 5 0,48 g,7 , g 5,99 c~29 ce#3o 0.2 0.0 ~ 3 0.85 0. i ~ o. i 7 5 5 ~,5 i.2~5 . ~ 6.37 i e 5 0.005 4.2021 SINGLE SINGLE YI#SSA CB#88 0.7 0.013 0.55 0.385 0.385 5 5 7,5 2.887 0 2.88 15 0.005 3.7212 Y-INLET W W W
CB#37 0,2 ~~8 5,67 0,90 7,5 3,61 6,7z c~3o CB#3i o.3 0.0~3 0.85 0.255 0.425 5 5 i i 7.5 3. 875 3,5 16.69 30 0.005 5.9070 SINGLE Q -J ~ I SINGLE ~ Z Q
CB#38 0,2 0~85 5,67 0,96 7,5 6~72 CB~31 CB#32 0.2 0.013 0.85 0.17 0,595 5 5 7.5 4.4625 21.6 26.06 30 0.005 5.9070 SINGLE I PESRW# i CBRW#2 I.4 0.0 I 3 . 0. I 5 . 2 Q- SINGLE 0 65 0.91 9 5 7 5 6.8 5 0 6.825 18 0.005 4.202 I PE5 ~
CB#39 0.28 0~85 , 71.350 7,5 ~ 9~~8 ~~32 YI#33 0.49 0.013 0.85 0.416 t,01 I 5 5 5 7.5 7.586 2 I.6 29. I 9 36 0.005 6,6704 SINGLE W=Q ~ SINGLE CBRW#2 CBRW#3 0.1 0.013 0.75 0.075 0.955 5 5 7.5 7.3875 0 7.388 18 0.005 4.2021 SINGLE N
CB#40 0,~4 0,8 5,67 ,157 7,5 ~ 2.72 33 CB#34 I.05 0.013 0.55 0.577 I.589 5 5 7.5 I 1.91 29.85 41.77 36 0~~5 6.6704 Y-INLET . Y-INLET ~ ~ L~
CB#41 0,~8 0,75 5.671,350 7,5 ,4 2.72 CBRW#3 JBRW#4 0.1 0.013 0.8 0.08 1.065 5 5 7.5 7.988 0 7.986 24 0.005 5.0905 SINGLE ~
#4 0,1 ~ 5,67 0~45 3.07 3,0 CB~34 CB#35 0.3 0.013 0.85 0.255 1,844 5 5 7.5 13.83 29.85 43. 36 ~~~5 6.6704 S(NGLE CB 2 ~ 5(N~~ JBRW#4 CBRW;~5 0.001 0.013 0.01 0.00001 1.06501 5 5 7.5 7,988 10 17.99 36 0.005 6.6704 J-BOX ~ ~ 51NGLE CBRW#5 CBRW~6 0.2 0.013 0.8 0.16 1.22501 5 5 7.5 9.188 10 19.79 36 0.005 6.6704 SINGLE
0,85 0,48 3,18 3,0 CB~35 FE5#36 0.15 0.013 0.88 0.127 1.972 5 5 7.5 14.78 36.41 51.2 42 ~~~5 7.3924 51NGLE CB#44 0,85 O,Z41 1,83 5,0 ~ CBRW#6 CBRW#7 0.2 0.013 0.8 0.16 1.38501 5 5 7.5 10.38 10 20.39 36 0.005 6.6704 SINGLE
CB#45 ~ 0,99 4,10 S,0 YI#~29A CB#29 1.7 0.013 0.4 0.68 0.68 5 5 7.5 5.1 0 5.1 18 0.005 4.2021 Y-INLEf Y-INLEf C6RW#7 FESRW#8 0.35 0.0l3 0.8 0.2$ 1.66501 5 ~ 5 7.5 ! 2,4 I 0 22.49 36 0.005 6.6704 51NGLE
0,22 7,5 CB#46 0,21 ~~8 5,67 0,95 7.5 4,00 5~0 0
CB#47 0~25 0,8 5,671,134 7,5 4,37 5,0 YI#30A CB#30 2.8 0.013 0.4 1.12 1.12 5 5 7.5 8.4 0 8.4 24 0.005 5.0905 Y-INLET W ~ Y-INLET r n ~
CB#45A 0,4 ~ 5,671,24 7,5 4,58 5,0 V 1 ~
CB#46A 0,85 0,96 4,03 S,Q YI~31A CB~'31 2.7 0.013 0.4 1.08 1.08 5 5 7.5 8.1 0 8.1 24 0.005 5.0905 Y-INLET ~ Y-INLET ~
CB#SO ~ 0,96 4,03 5,0 ~
CB#51 0~85 7,5 ~ 0.75 YI#33A 11~338 2 0.013 0,55 I.I I.I 5 5 7.5 8.25 0 8.25 24 0.005 5.0905 Y-INi_ET ~ Y-INi_ET
#5 0,75 5,34 2,72 N
CB#53 0,85 0,7 7, 4,06 ,72 CB/35E CB~35D 0.25 0.013 0.85 0.2125 0.2125 5 5 7.5 I,594 0 I.594 15 0.005 3.7212 SINGlE I SINGlE
CB#54 0.25 ~~8 0,95 6,27 0,75 CB~35D CB#35C 0.2 0.013 0.85 0.17 0.3825 5 5 7.5 2.869 0 2.86 I S 0.005 4.2021 SINGLE SINGLE ~
CB#55 0,85 7,47 0,75 CB#35C GB#35B 0.36 0.013 0.8 0.288 0.6705 5 5 7.5 5.029 0 5.02 IS 0.005 4.2021 SINGLE siN~~ N
CB#54A ~,2 0,855,67 ,96 6,3 0,75 CB#358 CB#35A 0.15 0.013 0.8 0.12 0.7905 5 5 7.5 5.929 0 5.92 IS 0.005 4.2021 SINGLE SINGLE I
CB#S7 1,84 6~25 ~ 7~02 CB#35A CB#35 0.1 0.013 0.85 0.085 0.8755 5 5 7.5 6.566 0 6.56 IS 0.005 4,2021 SINGLE SINGLE (n
CB#58 0,37 ~ 5,671,25 6, 5,3 2,72
0,75 1,48 5~72 2~72 CBN37 CB#38 0.2 0.013 0.8 0.16 0.16 5 5 7. 1.2 5 0 1.2 15 0.005 3.7212 SINGLE SINGLE
0,3 a,75 5,671,27 6,25 5.34 2,72 ~38 CB~39 0.2 0.013 0.85 0.17 0.33 5 5 2. , 212 0.75 7•5 475 0 2.475 I5 0.005 3 7 SINGLE ' SINGLE
CB#67 0,56 ~ 5,67 L58 8,75 CB#39 c~t4o 0.28 o.oi3 0.85 .2 0.568 4 0 38 5 5 7.5 4.26 0 4.26 I 5 0.005 3.72 ! 2 SINGLE SINGLE
CB#68 0,2 OJ5 5,670,851 ,7 ~ 9 0.75 C~4o c~#4i o.2 i 4 0,0 3 0.85 0.204 0.772 5 5 7.5 5.79 0 5.79 18 0.005 4.2021 SINGLE CB#69 0,1 ~ 5,6 ,45 3,22 2,54 SINGLE
C8f~41 CB#42 0.28 0.013 0.75 0,21 0.982 5 5 7.5 7.365 0 7.37 18 0.005 4.2021 SINGLE CB#64 0,8 6,25 4,62 2.54 SINGLE T O t Q l IPE DIA ~ LA DA=13 X1S X D PIPE PIPE DISSAPAT~R PAD D50
0,8 6,25 4,62 ~42 CB#43 0.1 0.013 0.8 0,08 1.062 5 5 7.5 7.965 0 7.97 24 0.005 5.0905 SINGLE CB 65 siNG~ Q C f STRUCTURE LEVEL SPREADER C S . La W Da
0~8 5,67 6,25 , CB+f43 CB#44 0.1 0.013 0.85 0.085 1.147 5 5 7.5 8.603 0 8.60 24 0.005 5.0905 SIN6LE 0,3 2 - SL~PEC/> SIZECin,) (IN} CALC AND SIZE SIN6LE ~ ~ ~N
B#68C 0,25 0,8 8,75 6,75 0,75 CB#45 0.05 0.013 0.85 0.0425 1.1895 5 5 7.5 8.9213 0 8.921 4 0.005 5,0905 SIN6LE s~NC~ ~~32 FES#9-DUTLET T~ P~ND 1 0,5 24 ~3 x,5 z~ 5 = 2,3~ X 13 30 L~F~
CB#68B 0,45 0,75 6.49 2,92 C6i45 CB#46 0.22 0.013 0.8 0.176 1.3655 5 5 7.5 10.24 1.65 11.8 124 0.005 5.0905 51NGLE 51NGLE 33,93 FES#13 Zo x 23 X 1.3 =
~B$$68a 0,8 5.41 2,92 CB~146 CB#47 0.2 I 0.013 0.8 0.168 I.5335 5 5 7.5 I I.501 6.63 18,13130 0.005 5.9070 SIN6LE 0,5 36 7 33,93 X 13 441 L,F,
Q,4 0,55 5,67 ,7 7,03 0,75 CB/47 FES~48 0.25 0.013 0.8 02 1.7335 5 5 7.5 13.001 6.63 I 0.00 5.9070 9.63130 5 SINGL~ s'"~`E 0,55 FES#15-ADS STRUCTURE 0,5 ~ x s x = 15 a.4~ 2.5 0,55 X 13 7,15 L,F, SINGLE
CB#74 0,2 ~~8 5,67 0.90 6,14 0,75 3,08 FES#~8-~UTLET TD POND 4 0,5 ~4 ~3 x~5 x, 5 = 3~08 X 13 40 L,~~
B#75 0.1 ~~g 5,67 0,45 6.25 3,z C~?5A C~~5 0.4 0.o i 3 0.55 0.22 0.22 5 5 . I. I 7 5 I.65 0 65 5 0,005 3.7212 SINGLE SINGLE 4,51 FES#36-~UTLET T~ P N 0,5 3 ~o x~3 7 =
CB#76 0, 0,8 ,67 , 7 4,59 2,61 2 90 6, S ~ D 3 6 x i,3 4,51 X 13 58 L,~~
0,1 0~8 ,67 ,454 6,25 4,14 1,0 YI#46B C A B#46 0.9 0.013 0.55 0.495 0.495 5 5 7.5 3.713 0 3.713 15 0,005 3.7212 SINGLE 3,99 FES#48-~UTLET T~ P~ND S 24 a x s x i 5 3,99 X 13 = 52 L~F~ Z SINGLE
#76A 0,44 0,7 5,671,746 6, 5 6,22 FES#56-~UTLET T~ P~ND 2 ~ - ° ~~3 5 x» x ~ 5~,3 X s~N~~ 13 ~9 L,F~ -
0~65 5,671,106 CB~46A CB#46 0.2 0.0 i 3 0.85 . I 0. 65 5 5 .5 0 4.986 ! 5 0.005 3.7212 SINGLE CB#77D 0~3 6,25 6,23 , 4 > 18~94 FES#78 0,5 30 ,s x~s.5 x ~.~3 6 18,94 X = W
0,4 0,4 5,6 ,02 6,25 5,99 , 4 13 246 L,F, ~ Y-IN 19,45 0,5 16 X 18.5 X 1.13 =
CB#77B 0,95 0,45 5,67 ,42 6,~5 11,85/2-5,9 1.5 0.0l3 0.55 0.825 .82 5 5 7.5 .1875 0 .187 I 0.00 4.2021 Y-IN 30 6 19,45 X 13 253 L~~~ SINGLE
CB#77A 0, , 5,67 , O1 6,25 ,36/2-4,6 SAG C~ ~ 0.2 0.0? o.i~ 5 5 7.5 .4 2 0 2~ 0.005 5.0905 SINGLE 0,35 0,75 5,67 ,488 ,75 4~76 I CB# 0.2 0. I 0.17 5 5 7.5 .7375 0 24 0.005 5.0905 SINGLE 10 FES#91 0,5 24 ~3 x ~5 x ~ - , 5 10 X 13 130 L,F, o 5 NGLE
0,1 0,85 ,67 0,48 8.75 3,21 2 • i 5 5 7.5 10.425 4 0.005 .o S~NG~ siN~~ ~~~49 FESRW#8 0,5 36 2o x 23 x ~.3 = ~ 7~2,5 X 13 ~9~ L,F, Q
CB# 0 .9 # 0,85 5,67 0,72 8,75 3,99 2,92 CB~53 CB#54 I I I.51 5 5 5 I I.381 0 0.005 5.0905 SINGLE SINGLE - ~ ~
# 0.35 0,75 , 7,488 ,7 5,51 3,2 . o ~,~9 ~ES#61 ~UTLET T~ P~ND 6 4 x 5 x~ - z W~ Q J ~ ~
CB#83 0,5 0,6 5.67 ,701 6,51 2,0 CBt55 FES#56 .3 ,0! .2 I,9725 5 5 .5 I.27 0 0.005 5.9070 SINGLE ~ ~ ~ ~ SINGLE ~ ~ N O
CB#84 0,3 0,6 5,67 ,021 g,75 6,46 0,75 ~ ~ m U I
0,6 ,7 6,89 0,75 CBit54A CB#54 0,2 0.013 0.85 0.17 0.17 5 5 7.5 I.275 0 I,275 15 0.005 3.7212 51NGLE 51NGLE ~ J z ~
CB#87 0,60 0,7 5.67 2,38 8,75 8,64 1,0 = Q f~
CB#88 0,28 0,75 5,67 ,191 8,75 4,98 CB1`57 CB#58 0.5 0.013 0.65 0.325 0.325 5 5 7.5 2.438 0 2.438 15 0.005 3.7212 SINGLE z~=~ SINGLE
~~2 5,67 ,96 ,7 4,50 CBt58 CB#59 0,37 0.013 0.6 0.222 0.547 5 5 7,5 4.103 ~ 4.103 I5 0.005 3.7212 SINGLE Z a- ~ 6~ SINGLE W Q w
0,15 0,85 5,67 ,72 ,7 3,2 CBt59 CB#59A 0.35 0.013 0.75 0.2625 .8095 5 5 7.5 6.071 0 6.071 18 0.005 .2021 SINGLE SINGLE ~ U ~ ~
0,75 5,67 ,42 6 3,27 2,11 0.3 . 13 0. 0.225 1.0345 5 5 7.5 7.7588 0 24 5.0905 SINGLE TI IT IN TA TI ~ ~ SINGLE U L Y S LLA ONS AND OTHER PUBLIC rn~
m CBRW# 01 0,8 5.67 0,45 16 4,08 1,05 FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~ ~
D CBRW#S 0,2 0.8 5,67 ,907 16 5,73 YI~`63 C6~64 0.75 0.013 0.6 0.45 0.45 5 5 7,5 3.375 0 3.375 15 0.005 3.7212 Y-INLE7 RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS Sewer Cdlection~%Bztension S tem W N Y-INLET U ~ AS SPECIFIED BY CITY CODE. THESE FACILITIES The City af Raleigh consents to the connection and extension af the Citys public sewer system as sr,ow~ ~
~ 0~~ ~ 5,67 ,907 16 5,73 HAVE BEEN APPROVED BY THE CITY OF RALEIGH this plan. The material and constructions methods used for this project shall conform to the City's Public Utilities Handbooks' standards and sDecifiwtions DRAWN
~ 0,35 0,8 5,67 ,588 6 CB~67 CB~68 0.56 0.013 0.5 0.28 0.28 5 5 7.5 2.1 0 2.1 I 51NGLE ~ 5 0.005 3.7212 51NGLE AND SHALL BE SO INSTALLED UNLESS A CHANGE c~t of Ralei n
z CB~68 CB/69 0.2 0.013 0.75 0.15 0.43 5 5 7.5 3.225 5.4 8.625 24 0.005 5.0905 SINGLE IS AUTHORIZED BE WRITTEN APPR VA P I Public Utilit~s o artm P~ GMM SINGLE 0 L. UBL C ~~t ~,~t ~ HECKED
Q CB#69 CB/64 0.1 0.013 0.8 0.08 0.51 5 5 7.5 3.825 5,4 9.22 24 0.005 5.0905 SIN~LE SIN~I~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED Construction Approval
o CB#64 CB~f65 0.2 0.013 0.8 0.16 0.67 5 5 7.5 5.025 8.78 13.8124 0.005 5.0905 PRIOR TO FINAL ACCEPTANCE. GMM oate APPROVED SIGNATURE:
~ CB#65 C6i60 0.2 0.013 0.8 0.16 0.83 5 5 7.5 6.225 Puauc GMM
o CB#60 FE5~6 I 0.3 0.0 I 3 0.8 0.24 I,07 5 5 7.5 8.025 I 6.54 24.5 36 0.005 5.9070 B U B Water Distribution/Extension System START DATE
~ CH~EF E(vG~NEER The City of Raleigh consents to the connection and extension af the City's public water sysiem as shawn on this plan. The material and constructions methods used for this project shall canfortn to the City's Public , rnn~
~ ~.~~,pi}3 n 75 n n I~ (1 A (1 9 n 9 F G 7 ti t G n i c ~ r n nnc n.~n ~ ~ c~u~i o GI~1/`IC i~..i...'_
? ,1 I .,1 i.? v I.,l I:.j V.WJ , L I L .JIIVVI.L LLI C6#68B C13#68A 0.48 0.013 0.75 0.36 0.56 5 .2 :lIIVVLL ui ies nanovooKS sianaaras ana specrcaions - - - - v-
5 7.5 4 0 4.2 15 0.005 3.7212 DOUBLE J H CB#68A C13#68 0.2 0.013 0.8 0.16 0J2 5 5 7.5 5.4 0 5.4 18 0.005 4.2021 SINGLE DOUBLE PUBLIC UTIUTIES City of Raleigh PuWic Utilities Department Permit #
> ~ c.n SINGLE TRAFFIC ENGINEER Construction Approval
w Ir 0 DRAWING °°t° No.
~ CONSERVATION ENGINEER
c ~ E
~ L D
~
C C N
~ L'J
I O

, v ~ r~ i • c. i .vv ~ . / "yk,~_; . ~ ._--"'--r-- . ~ .,..,.r.___.._.,....~. _~..._......,,..~..__..r.._ ..._,....--.-,._._._-.,_.r_,_ . ~ ~ ~ ~ ~ w- ~ ~ . 4 _ -i ~ ~ ~ ~ ~ ~ ! ' ~ ; 1 -k~ ~
~ N ~NGT 101.07 ~ r~ G"fl'~ , 5~k~n' . RIM V. 258.72 r. ~~l ~ ~ L NGTH 148. LENG7H 2.75' LE G H 144.19' ~I.ENGTH 0~'.63' N ~ ~ ~ G i ' ~ ~ U ~N a~O 1 ~ i ~ ~ i
~ \ ~ 2 p ~ 1~ ~ I OU 253.5 ,~g, o , ; - t 7 ; o ~1 ~ ~ ` J 1 ~,i ~ " ~ ~ ~ ' J
, , ~ ~ . ° ~ ° i SLOP ° ~ . G~(1~ i ~ , ! k.- ~ ~in. DIA in. r 1P , 1Pa~ ~ ' \ i ~ ~ 0 ~ , ; ~ ~
° ~ f , ~ ~ \ ~ DI 8in. DI 8in. ~ in. ~ ~c"' ~ L I, ~ ~t,~, ,r s ~ 4,~~ , r E yy~ . i a~ m a~ , ~ ~ ~ ~ ~ > o
~ ,`r ) J~ ~0 { ~,V ~ I~T ~ ,r ~ ; ~ Z ~ ~ ~ ~ ~ ~ ~ ~ , ~ ° ~ . , ~ ° ~ x
~ o ' ~ ~'e~ MH#1~ ; ~ ~ o~ ~ MH~41 ~ { : r ~ ~ ~ ~ o, ' ~ ~ 'i r k STA f MH#14 1 ~n ~`E,~ s~ ~;°r,,~~~ i _ „ , ' Q) ~ a O t,..
; S A 14+98.93 .67L MH#42 ; ~1 ~ ~ MH#40 ~ ~~z~ j~~, ~ S A 39+04.6$ + 4 , Mk~~15~~~~~ i ~ , ~ RIM E STA 8+9 .09- ~.24L ~ ` ~ a. = o s~~~ RIM ELE . ~3.06 ~ ~ ~ ~ ~ ~ ~ -
t~~ 2 R w~ ~ ~ ~s ~ ~ ~ , ~ ~ S7A 16 00.03 0 5 R M ELEV. 24 .08 1 I_,., ~NV I~ ~ 2'`~ ~ a E 2 . a ST~110+05. 4.41L N ; ~ NV IN 21 49~''~ ~ ' /PO ` U o ~ N N~ 7 ~ ~ ' ~ ~ tn O
~;a~ ~ ; RIM EL V. 254.94 0: ~ 1 V!N 242.08 ; !N I 2 . 3 ~ + .1 2 f~ ~ N t ~ , ~ t i ~ ~ 2H 04 7 3~,~~. o ~ ~ U:; " ~ ~ ~ ' _ . . ~ ~ C f~V~flUT 2 6.08 - - ~ - ~ ~ ~ ~ ~
y ~ INV IN . ~ ; > ; , I V iN 242.08 ~ INV OUT 19.83 RIM ELEV. I r ~ p~ !NV OU 241.00 : r ~ ` ~ ;~1 - INV !N 215,5 ~ ~ ~ ~ ~zr~~o ~ i ~ ~ ~ 5 ~ ~ , ~ ~ ~ N
~ ~ ~ ~ ~ p ~ I V OUT 24L ~ ~ , , ~ , ~ , :~t ,A,:l.. . Gk t~ I . . ~ ~ ~,=~w~ ss r~. ; ~ lNVIN 216.6 { ~,YU N i ~ X ~ 9 Q ~ m~ d- co i ~ \ 3~ ~ ~ - I m T ~ ~
t~ '0 ~ U' ,~s ~ Pt i 7 i~ ;tl. t t, r~~` ~ ~ i V _ , .'c ~ `.i t; ~'3"1 rn-rT ' ~ ~e' M' ~ ~ ~~k , ; r~, ~ , ~ ~ , ~ INV OUT 215 33 ~ ~x ~ i ~ ~ rn o~
~ 1 ~ ~7, ~ I r~~ I ~ x ~ ~ ' ~ ~ , ~ ~ ~ o ~ ~ : ~ ` d""~~ - C ~ 07 ~ ~ , d' ~ e i
xt_~ ~ ~ r, ~ ' r ~ r / ~ E . _ _ E~ ~ ~ ~.~i ~ ~ ~ ~ ~ / ~ ~ W
~ STA 40+40.63 5.86F~ U? ~ ~ ~ ~ ~ ~
~ R!M ELEV. 250.63 k MH#t30 O \ / ~ ~ yi ~
1NV aUT 243.43 ! _ ~ ~ r' + . R v m - ` ~a 5 ~ $TA 30 26.18 6 85 ~ ~ ~ ~ rc. _ ~ ~:C~ ff, e M Fp 4,~~9 ~ ~ U . ~
~ } RIM ELEV. 223.33 ~ ~ ~ ~ r ~ ~ ~ t~~~ , p~~~~~~' \
~ / {NV IN 214.72 ~ ' ~ ~ ' ~ ' ~ ~ ~ ~ ~ s ~ ~ \ : ~ ~ ;i ~ INV OUT 214.52 0 > ~ ~ 4 ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ z ~ ~ ; r,~r , , ~i ;
- `t F~ ~ a ~ ~ ~ ~ € ~ ~ f~ ,
~F, a P 3 ~f g~ y § ~ \ ~ 3 ~ t `4 " ) y,r/"~~?` . \ ~ y '4,,,~ s ~ ~ a.~~ ~..v k ~ ~ ~1 ry...~.G~ : , D
~ ~ MH#3~ ^ f_~~~ ~ ~ ~ d.~;~r STA 31t26.15 1.28R.
1 r,~~ rv, RIM ELEV. 224.33 ~ P~ ~ I
, INV IN 214.02 R ~
\ ~ INV OUT 213.82 ~ ~ , ~ ,
i ~ NO, / ~ , / soo ~r~ ~
t\ ~n, ,t{ . r~~;d ,'i. ~ ~ ~ Q~ Y ~ ~ , ~ y C. ~ ~ , , w , ~ ~ -
~rt y ~ ~ ,^1..^ ' ~ + ° ~ \ BRICK COL -
4 ` ~ lt I • 'f. ~ n;; k~~ ~ ~ o ~ ~ ~ ; ' ' ~ ~f
~ ~ ~ ~ara`' ~ a / ~
Z0+ ~b.93 5.OOL ~'c9'~, ` . / ~ E V~~ :52 ~ s~ ~ a ,~;4 , ~ ~ ~ i ; ~J
ll ' 248.3 `>P' ~ ~ ~ o \ 'yIn / , x ~ ~ , ~ ~ o ~ , ~
. 4J ~ y~~ V, ~7 ~•i'L~~ L~'. /\y' ~ ~ 4 , r e°3 ~i ` ' BRICK COL Q ~
~ ~ ~;~G ~i t~> ( r ~ ~ ' - ~ i l~. ~
~ :~~'~Q~~ " ~ 2 -,,1~ ~ ~,,A . .~I ~ ~ ~ ~ i \ ~
~ f ~~k ~,,,8 ~ r+ . ~ \ , , ~ ~ ~ ~ i ~ ~ , c~ ~ ~ ~ O
W. 6~ ~ ~ , .:"1'~- "C. . y ~ ~ ~,g~~~ t.` ~,c;k ~y MH#32 s.~~ a *~.E %?,v,~~. ! a: ~R ~ ,.'~f) ~ ` / f ~ /X ~ / \ . L / \ ~ +
ti ^ @ ~ . ~ ~ STA 33+00.06 0.13R / I ~ ~
; ~ . `v , ~ J . ~ ~ RiM ELEV. 224.23 < ~ ~ ~ ~ ~0 / ~ I ~ \ I ~ ~ ~ ~ ~Z \ ~ W
~ INV IN 212.95 ~ ~ / ~a INV pUT 212.75 < ~ ~ , , ~ z < , , I <C ~ v~
~ 4 S ~ ~ Q o s =
~ ~ ~ G~~ 4< J:~,~~ "y ~ sx. .i , „ i . \ , 6 ` 1a ~a ~ ~ ~ r ' , ! \ ~ ~ ~ ~t`'~ ~ ~ I ~ -
, ~ ~ ~ ~ ~ l ~ ~r ~-C7t~~~ ` ~ , ~ ~ ~ q ~ -.~J ~ ~ ~9, ~ { \ ~ ~ x i W
~ 7 ~J,'k ~ j Y ~ \ . ~ ~ \ l,' J `l,i~{.V ~•7 ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ W r. ~ --r;> ~ ~ _J ~ i
"~i Z 1\ \Y" ~ . G cr ~C`~~ ` ~ ~ \ C ~ 1 \ ~ ~ Y ~ 4 , C~ (I~ ~ ~ A , , ~
~2 ~ j ` a ~ ~ - ~ \ ~ W , Q i ~ W
~~Go ~ u~ V ~ ~ ~S , ` W Q-
- ~ ~ ~ MH#33 , r~4 ~`i ~ ~ s n~~, k-, . '`J TA 34+74.40 2.83 . ~ ~ , , ~ ~ ~ S
1 ~ ~ t Y <r,' ~ ~ ? \ ! ~ 7 ~ h - \ nF,cr '~~~o a , nt ; . RtM ELEV. 217A0 ~ _ ~ , ~~~~~~~~<<: ~
C ! p \ 't ~ ~NViN 209.00 t ~ oa ~ ~ ~ ~o \ ~ y ~l
' ~ti t ~ ~ ~Q x4~' ~ NVOUT 208.80 G~j~ r', ~ ,~c~6 6 . C ,,r,`~ t1 .p ~ ~ o. ~ ~
- ~ v ~ t~ x'~ 2 ~ ~ ~ ~ ~ s " ti`~ 5~P 9 ~ ~ ~ -~~A „ ~ ~ i~a,, ; ~
o` MH#67 ~ ~ ~ ~ 1~~ ~ ~ o ~ ~ ~ \ ~ , ~ ~l~ ~ 2 93 ~ , ``~J I ~ S W r~
3TA 158+9027 1.4~L ~ ~ 1 , ; ~R ~ ~C~ ~ ~ UTILiTY INSTALLATION~AND OTHER P LIC ~ ~ _ o~~ ~ ,
o RIM ELEV. 245.90 ~ n r~ i ~ F ~ ~ J INVIN . A~ \ ~ 0 ~;3"~ FACILITIES, WCLUDING SI EWALKS AND H NDICAP ~ ~ ~F ~ Z '~Sa \
~ ~ ~ ~ OUT 239.70 RAMPS ARE TO BE CONS UCTE~J ON ALL STREETS ~ , '~90 7• I ~~°~3 ~ ? o N ~ a ~ , Q
~ ~ , AS SPECIFIED BY CITY COD . THESE FACILI IES 3~~7A ~ \ ~i U~ / /
~i:~ ' ~ IT F RA H ~ ~ ` HAVE BEEN APPROVED BY TH C Y 0 L ~ „ , i
~ ~ a ~ ~;~,1 sc~.f~.. r~'~ ~ , AND SHALL BE SO INSTALLED U ESS A CHAN ~ ~ _ ~ \ \ J L ~ ~ ~ ~ ~ , icKCo ~ ~ o
~ f`_~~' IS AUTHORIZED BE WRITTEN APPR AL PUBLIC p: ~ SANITARY SEWER EASEMENTS ARE T BE RECORDE ~ / 1 ' ~
` ~ ~ ~ ~ f ~ ~ ~ , PRIOR TO FINAL ACCEPTANCE. "~Q ~ \ ` ~i ~},~jq~ ~ ~ B n 1 ~'.7't!'a7'4' ~ ~ 0 ~ ~
~I ~ ~ V ~ . SIGNATURE: ~ 4~, ~ ~ ~ r ~F ~ ; &,1~~ sq.rf. ~ \ STA 3~+69.82 6.86R ~ ~ ~ / 1 ~ ~ ~ ~
~ \ ~ r`~;.v ~ / ~ ~ ~ .~a, P ~ STA 0+00 ~ ~ ~ ~L~v. 2~o.so I j
F ~ e1 Q~o ~ ~ - ~ " g \ ' ~ ~ ~ ~ 'a..~ INV IN 201.74 ~ ~ ~
~ ~ ~ CHIEF ENGINEER Nf . Q~% ~~0• '~.ga' ~ f- : ; t ~ . i INV OUT 201.53 Q ~ / '
~~P-^ ~ - ~ s~~ ; ! ~i g ~ ~ ~ " ~ . ~ PU LIC UTILITiE5 \ ~ / ~ ° / ` I
~ W1 ~.05CF st~.Ft. " ,r ~ d{ , ~ ~ , „ . Q ~V~ ~ ~ ~ ^ EL ~ t ~ PED /
F 5'•~ x~`~„.r.~ TRAFFIC ENGINEER u~t MF~#51 ~ ti..~ , ~ ~U ~ / ~ /
~ , ;t. \ ` . ~ ~ STA 154+23.31 ~ ~ ~ ~ ~~a ~ _ - CONSERVATION ENGINEER Q' Q ~ ~I ~ 0 / ~
~ ~ . ~ 0' / G' v / ~
~ ~ INV IN 220.25 ~ ~ . ~ ~ ~ ~ ~ ~ I ~ ~ o ~ ~ y-•° ~ ~ ~ ~ 1 ry /
INV OUT 220.05 ~ 1 ~ ~ ~I~ ~v ~ ' \ ~a MH#27 r~- , W , ~ . F~ ~ ; ~ i ; ~ x ~ /
~a~ i ~5i~ l , . ~ ~ ~ ~,~n' '`w,~-~ , + : ~ ~Y~ . ST,~ ~ 41.1$ ik ~ I ~,C~~r sq..~~, ~ ~j 1 MH#35
, ro ~ ; r1 ~ rr~, ' ~!M ~LE1~, 233.00 , ; , ~ MH#50 '~~x~ ~ i~V fN 21~a. ~ , ~ ~ ~ 8~ \ ~ ~ STA 1+75.47 ~ ~ ~ ~ R{M ELEV. 200.00
~ 4 ~ ~i . O 'Y \ _ ~ i. IN T I V OU ~16.68 ~ ~ f ~ INV (N 191.76 / ~--r ~ ~
! ~ , A , EtL~t: 232.f#~~ , ~ RIM ~ ~ ~ IN1l lN 221.17 ' L~,Nt$~~~ ~ ~ / ~ ~ INV Ol1T 190.5& o ~ ~ ~
~ ~ ~ ' ,j ' INV OUT 220.97 ~ ; ~ ~ ~ , ~ r \ ~ ~ ~ , 1
s~ 1 ~T. ~ ~ ao~ 'a `~v' - 0 59~- ~ ~ . ~ _ ~ ~L(~P€- • ~tt~ ~ ~ ~ ~ \ ~ ` ~ ~ ~
r,~5~ s~.+t. ~r, 'n. "9' ~v ~ X s~ ~DIA8i _ ~ ~ ~ ~ ~ ~ w ~ , ~ a /
lUi 00 ~ iV Q ; ~ ~ a 1~5~~ o 0.0 , ~ i I ~ z o ~ , ~ o
0 , ~ ~ ~ ~ ~2~ ~ , s~,~r. ~ i ~~Z ~ / I ~ , ' N ~ /~I t >
vj~ ` ~ , 1 t~` ~ n ~ ~ ~ ~ 1 ~ ' ~
~ ~ ~ • ~ <e f ~ ° ~ Q ~ ` ~ i S ~ 1 i I ! I
K~a , ~ i i Q~ f~; L~~ . . ~ _ M i ~
3, `S"' U \ 1 ~ d ~ ",e , A ~ . ~ i ~ t_,~.~ ~ ` i W: i . ~ jt( / : I~ S A~ ' 0 ~ ' ~~d~u~~i in ~i { C~ TIE TO EXtST MH / A ~ J o
. . / ( ~ ~ q ~ ~ 4 + . ! _~~~~'y TA 56 37.52 9.78 ~ , R J~ ~ + ~ . . , STA 2 73.92 „
~ y - V. ~ ~ 1 ~R V. 2 1 ~ ~ { ~ IM ELE 30.0 ~ ~ n ~ ~ ~ i ~ ~ ,A MH#29 IM ELEV. 1 . 2 ~ ~ R ~ ~ ~ Q ~ ° ~ co . . ~ I#29 NEW INV IN 1 6.51
~ - i . , ~3~ ,~~l~ti~ ~ ~ / INV IN 21~~79 NGTH 74.05' STA 6+91.42 . _ i INV ~?~~'197.~9 ~ ~ ~ - W cQ ~t- A 6+91.42 ~ / _ ~ ~ ~
~ ~ ' ~i~ ~ ;~.r sa.';.~ RIM ELEV. 201.( V. 201.00 = • ~ ~ Z ~ ~ ELE ~ HARRIS CREEK INTERCEPTOR 1 ~ cv o
,~T a ~ ~ ~ . . .50~ ~ ~ , ~ INV IN 190.94 I I N 1 9 0. 9 4 B M 1 9 9 2 P G 8 5 9 ~ J, ~ ~ ~ ; , ; , ~ m ~ ,G~ , ~ ~ ~E U I
' .74 % , INV OUT 190 , ~ , 4 ~ ~ % , ~ ~ t~1VGT , ~ ~ x ~ x ~'(~.33`"` - IOUT 190.74 ~ E . ~ ~ / ~ Q- ~ Q Z u~ % I ~/ij~// I~. ~ ~f ~ .~i~
~ / V / / ~ i ~ ~r' ~p~- ~ " ~ ' ~ '''~~i~rrrMCl ~tin~~`a , O . ~
Q ~ , ~ S~-v~'C' .3. I.~N' -y-~ 1. ~ '_"-p - . , ~A Sn:-' - . ~ 1 ~ 6 6 P~ W~ z ~ I ~ ~ ~
, / \ ~ , 20' C ~ T' .O.R. SEWER ~ 2 ~ i ~d-~ y ~ W
\ ~ ; ENI~NT ~ ' 4~05R ~ ' > v ~ , , I ~ Q
, ; ~ ~ , , ; ~ -v ; ~ a r ~ ~rn~ . TIE TO EXIBT. C~ i i ~ ~ w o
~ ~ , ~ ? STA 7+53,61 ~ ~ ~ w ~ N
~ . ~ A ` 2 ~ o - ~ " . i^ ; ) RIM ELEV. 1 3.30 P ~ O ~.r~ ue~ ~ c~ ~
~ A N ~ ~ ~ i~ ~ / N E W I N V I N 1. 8 0 ~ U ~ Sewer lCouection/Extension System ~
. % , ~ :.i~ , , The City ot Rale(gh consents to the cannection nd exkension of the Citys public sewer system as shown on this plan. The material and constructions meth s used far this project shall conform to the City's Public DnD
~ ~ IVE YARO ~ ~ z Utilities Nandhaoks' atandards and specifications: ` ~
H t "s ~ ~ City of Raleigh MECKED , ~ Publtc t3Ylitles Department Permft ~j M~
Q I ~ ~ ~ o ~ ~ _ ~ Construction Approval APPROVED
~ , ~ _ - G M M ~ ~ ~ot~
~ , ~ z i o ; START DATE
~ ~ o ; PUBUC . 1 Water istnbutmn/Extension System i
~ ~ 1 ihe City of Ralelgh consents to the connection a d extension of the Cit~s pub~ic water system as shQwn on ` JOB C4DE
J GRAPHIC SCALE ' ~ I ~ ~ this plao. The material and coostructians metho s used for {his project shall conform to the City's Public _ Ilities Handbaoka' standards and specifications: /
H ~ , \ /
~ 60 0 30 80 120 ~ 250 ~ ~ ~ ~ o aleigh ~ r ~ ~ . City _ Public Uti' ies Depm~ment Permit # ~ D~~~~
~ W O r Construction Ap oval ~ No,
LL- V Date
C t FEET ) ~ IN I ~
1 inch = 60 ft ~ L I C-2C
2 ~ I ~7 I
C I ~ C i / I
LD -
r
0

/
~
/
ATI~110N CANTRACT~i3
The Constructfon Contracfor responsible for the extensiort of woter and sewer, as approved in these plans, is responsible for conta^tina the .
CENIRAL ENGINEERING DEPARTaIENT at $ii_68tq, and the
PUBUC UTI~.ITtES DEPARIMENT at 890-3400 at least ~ntv four ho,~,rs prior to beginoing any of their const~uctian.
FAILURE to notify bothi CITY DEPARTMENTS in advance of beginnin9
constructien, wlll result in the issuance of MONETARY FlNES, and require reinstallotion of any water or sewer facilities not inspected
as a result of this notfflc4tion failure.
FAILURE to call for INSPEC110td, INSTALL A DOWNSTREAM PLUG, have PERMITTED PLANS on the JOBSITE, or any other NOLATfON of GTY OF RALEIGH
STANDARDS will resuit in a FINE ,AND POSSIBLE EXCLUSION from future work 1
in the CITY OF RALEIGH.
/
1
PUBLIC ~ ~ FINANCIALLY RESP~NSIBLE PERS~N/AGENT
Sawr raqecUon/Extennia+ spten
The CHy of RablQh cmamta W Ne eannecibn and extma~on of the At~s p~dk eews eptdn os aAo~n on Nb plan. Tha materld aid can~vetfona methade uaed far thh proJect eAqtl eanfam to the CH~a iLMk UNHiee Hm~B+od~e' etadade md ~prdflootions 1, Person to contact should sedir~ent control Issues arise during land-disturbing actlvity,
qty of Rddgh Name~ GEORGE "MAC° MCINTYRE Tete hone~ 919 427-~227
Publk U19itlm Uapatrnmt Petmk ~ - p
CwiW~llnutbn FpprOVal . Date 2, PersonCs) firr,(s> flnanclalty responsible far this tand-disturbing activ~ty,
FORESTVILLE PARTNERS, LLC NnMe of Person(s) FirM(s)
Pueuc wot~ oaae~,t~/~t«~a~, smt~,
The qty of Nddph corqmis #o the cmneotkn mid mctanakn of Uie pt~e publk ~atx apten ae alww~ m thie pl~. The matjf~l md ~ue@uct~ns meihada ueed tor ~le WcJKt ahaY ariform to the Ck~+~ PuDlk ~ . 5209 CAPITAL BLVD SAME Mnlting Address Street Address
UtAkAe X~du~ ~ mid tped8mtiac pty ot R~1gh
Pu6dc Ut9kle~ Depatmant Pam~ } RALEIGH NC 27616 City State Zfp City State Zip
Cmetruot~ ApWo+d 3, Appointed Agent to receive any notice, process, or pleading in any action or tegat
~ _ emnua~~ua_ % 1~ V proceeding arising out of ony Matter retating to Raleigh City Code Chnpter 5 Part 10,
o ~ ~o i ~ ~ _____GEORGE_"MAC" MCENTYRE
sJ n - - - - - - ° Naroe of Indlvidual Signnture of Agent N
0 ~ v ~ ~ McINTYRE & ASSOCIATES 919-876-0145/919-427-5227
CN N NG ? Ptace of Business Inside the City of Ralelgh Business Telephone
~ N A y~v i 4932-B WINDY HILL DR., RALEIGH, NC 27609 /
o ~ Address
0.J~A~ ' l~'E ~ / Coro lete the above an r ~ p d adhe e to cover sheet of erosion controt ptans, This does not
take the place of a coMplete finnncinl responsibitity fprM, A cor~pleted forM must be P~ filed with the Ralei h Ilns ections De ar M nt ~p g p p t e prior to issuance of permit,
COVER COVER SHEET
S-1 EXISTING SITE CONDITIONS PHASE 1 AND 2 h1I1CHELL MILL RaAD SR 2224 Q-~ ~J
S-1 A EXIST. SITE CONDITIONS- PHASE 3, 4 AND 5 FOR REFERE CE ONLY ~ ) ti`' 0~
~ ~
SD-1 SITE DATA SHEET, TRAFFIC CIRCLE DETAiL 0 z ~ ~
OVERALL GENERAL SITE LAYOUT ° n ~ ° , 222 UT1LITY INSTALLATIONS AND OTHER PUBLIC
o N N fACIL111ES, INCLUD(NG SIDEWALKS AND HANDICAP
C-1 A PHASE 1 AND 2 STREET AND LOT LAYOUT PLAN " ~ N < z ~ ~ SR e2a4 P~ASANrnuE oa RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS ~ A5 SPfCIFIED BY CiTY CODE, THESE fACILIIIES
- PHASE 1 AND 2 SANITARY SEWER PLAN , ~ ~ C 2 < ; A ~ r r HAVE BEEN APPROVED BY THE CITY OF RALEIGH
~ ~ C-2A PHASE 1 AND 2 SANITARY SEWER PLAN ` R ~ ~ M;r AND SHALL $E SO INSTALLED ~~1Nl.~SS A CHRNGE AI CHE~~ MIC ? ~ ROAD IS AUTHORIZED BE WR(TTEN APPROVAL PUBLIC
T I~ ~ D _ d ~ d ~ w D~ ° SANITARY SEWER EASEMENTS ARE TO 8E RECORDEb
~ 2B PHASE 1 AND 2 SANITARY SEWER PLAN W ~Qym =f < i~ ` y 4qY rJA~. P q ~ a W a~ ° PRIOR TO FINAL ACCEPTANCE.
- PHASE 1 AND 2 SANITARY SEWER OUTFAL IN ° ~ Z,~ ' C 2C L L E PLAN ~F ~ d~ W p StGNATURE: ~ p~ <
, BOREN p Lo y _ s '
- o J rR~ u CWR7 n Wpv~ N C 3 PHASE 1 AND 2 WATER D15TRIBUTION PLAN ~ ~ Q ~ < c~ ~L wc ~aR; s ~r ~ \ n'~\~ c ~ E~y Rcw'tt~n ~ ' WpY~ N ~ CHIEF ENGI p c~O NEER ~ m ~ BURGFR'IFLD ~ rm d 0 ~
~,/C ~ n C~URT r~A~~ C~URT Ct^ ~ w\~~~ PUBLIC UTIlil1ES
C-3A PHASE 1 AND 2 WATER DISTRIBUTION PLAN ~~R nA,N~~RF,E~~~R,vE s R~ a r ~CVIN~ DRIVE S ~ nj Y~' R,y, P DRIVE ''B ~ ~p.
C-3B PHASE 1 AND 2 WATER DISTRIBUTION PLAN ' W ~ N~as„EU~ Q ~x = ~o u ~ .~P TRAFFIC ENGINEER S' Q~ ~µ~~R10Gf C~ L ~~Q Q- '~4~ 1`"
~ VILLAGE I,q .Ji ~ ~ ¢ ! _ ___~____.l SIINCRESi VLLLpC~ ~ u,~ NECt n ~ CONSERVATION ENGINEER
C 4 PHASE I AND 2 STORM URAINAGE PLAN "Q` W m~v~'~ ,ti~ ~ _ ~W ~ ~ ~ti 2 ~ ~
u eaEnn~au;r cT "E~,~p S C-4A PHASE 1 AND 2 STORM DRAINAGE PLAN ;Wa e~~ o Fo ~
Q ~
C-4B PHASE 1 AND 2 STORM DRAINAGE PLAN ° t ~ ~ z~o ~ ~ x tnrnv pR ~ 5=~' P~Y ~ 9 P f~ /
C-5 EROSION CONTROL PLAN - PHASE 1 AND 2- 1 OF 3 ~ N~° a °a °~D N 2 ~ ~ p~D I
~0~f ~ry~Y CAa ~ry~2y ~ 1 ~ AN~ 982 {
C-5A EROSION CONTROL PLAN - PHASE 1 AND 2- 2 OF 3 y. ~ ~ ~z~~ _ , G iNIXixr BllSH ?R1VE
C-5B EROSION CONTROL PLAN - PHASE 1 AND 2- 3 0~ 3 ~ ~ ALL CURB AND GUTTER
~ o
C-5C EROSION CONTROL PLAN - OFFSITE SANITARY SEWER PLA f ~ I A T STREET INTERSECTIONS , , ,
w ~ SHOU~D HAVE A MIN. RADII OF 30
J H
C-6 PLAN AND PROFILE - R0~1(~ A >
PLAN AND PROFILE - R0-1D A ~ q W
W ~ t 2
~-g PLAN AN PROFILE - R~DS B AND C ? D 0 - , :a
- PLAN AND PROFILE - ROADS D AND H ' I C9 ° ~ASEMENT NOT ~ ES.
~ ~ ~ i i
C-1O PLAN AND PROFILE - ROAD G ' ~ 20 PRI ?~1 TE DRAJNAGE EASEM NT E
C-11 PLAN AND PROFILE - ROAD E
AROUND ,qLL DRAINA P~P S A GE E S
C-12 PLAN AND PROFILE - ROAD E 1NSTA~LED
3 PLAN AND PROFILE - CASHEW ROAD
~ ~ T 20 C~ ~ Y OF RA~EIGH SANII~ARY
C-14 PLAN AND PROFILE - ROADS J, I, AND D-1
NOT TO SCALE SE WER EA " SEMEN TS ON 8 SE WER
C-15 PLAN AND PROFILES - ROAD L LINE AS ~ NSTAL.LED OUTSIDE OF
C-16 SANITARY SEWER OUTFALL LINE PLAN AND PROFILE
0 PUBL I C RI GH TS OF WA YS 0
C-16A SANITARY SEWER OUTFALL LINE PLAN AND PROFILE N ln
N m
C-16B SANITARY SEWER OUTFALL LINE PLAN AND PROFILE ENGINEE ENGINEERS CERTlFICATION ~
~ 0
R W-1 1 HEREB FORESTVILLE ROAD WIDENlNG OF NOR 1 HEREBY CERTIFY THAT 1 AM A CfVIL ENGINEER, RF~ISTERED IN THE STATE ~
OF NORTH CAROLINA, AND THAT THIS PLAT IS IN ALL ASPECTS CQRRECT \~~o"~ ~ , m
RW-2 FORESTVILLE ROAD WIDENING STORM DRAINAGE PLAN AND WA AND WAS PREPARED 8Y ME OR UNDER MY DIRECTION. ~ 0~ i~i ~ n d 1 V : r . C
L-1 LANDSCAPE PLAN PHASE NUMBER S ; PNAS£ 1 PNASE 2 TOTALS ~ • O ~ ~
. = A A N TI N R NAME DATE: - ~ 3 = ~
D-1 UTILITY DETAILS TOTAL NUMBER OF L T NAME 0 S 115 81 196 - , ~ . (V'~ -o
GEOR( D-2 UTILITY DETAILS GEORGE M. McINTYRE JR., P.E. , . . ~/l/ ~ % . ~ >
RANGE OF LOT NUMBERS 1-53 55-? 17 18-180/18 -200 T 96 / q~i ~ ''~~1~M~ M~~o~`` ~
D-3 EROSlON CONTROL DETAILS NUMBER OF UNITS f~~ 8~ 196 +~minnn«~ ~ u~ ~
_ E 0 OL DETAtL D 4 z ~
LfVABLE BUILDINGS 8~ ~96 3 Q Q
D-5 STORM DRAINAGE DETAILS OPEN SPA CE YES YES YES O F-
D-6 AERIAL PIPE CROSSING DETAILS (SAN. SEWER) ~
Nt1MBER OF OPEN SPACE LOTS 2 6 E 4 v en wner: Q e eo m ~ .
LEVEL SPREADER/HEADWALL DETAILS 0 ~
PUBLIC WATER ~F 49g~ 2305 7855 ~-8 ADS STRUCTURE DETAILS ~ ~ • • ~ • w J
PUBLIC SEWER (LF) ~~~s 38i2 g3g1 ' ~ • • ? H
r-. „ „~-T~..T,,... ~ _ . I ~in 7~ n ~~i.._ . i i.~i n.--~ >
U-y Ut ItIV IIUIV h'UIVU #I, 1 ANU S LUGA IIUNS cn
PUBLlC STREET (LF) ; 4875 2890 7765 w 5209 CAPITOL BL VD c-~jjz-L~ vvlriuy t-l/// ui-lve ~ cc 0
D-10 DETENTION POND #4, 5 AND 6 LOCATIONS ' C
PUBUC SIDEWALKS (LF) ; 4750 2290 7040 RAL D-11 STORM DATA TABLES _ ~ ~ • N.C. 27609 ~
Roleigh i / L co
~
C ~ Q7
r--1 (!7 /
C7

,
~ 10y 11~ ~ o~c~r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~
1, 1 1 3512 455 ~ ~ Z ~ 68 9 2 I-- ~ PUBLIC ~ ~ ~ ~ r`'w ~ Sewer Collection/Extensian System . ~
~ ~ ~ ~ - - ~ ~ ° ~ o z ' The Cit of Ralei h consents #o the connection and extenslon of the Cit 's ublic sewer s tem as showo on ~ Y 9 Y P ri
~l 1 4 4 1 c~ a~ z 417 14 7 111 6427 ' ' ~ N ~ T - this plan. The materiai and constructions methods used for this pra~ect shall canform to the City's Public ~ ,i'j~ ~ r Utilities Handbooks standards and apecifcationx ~ ~ ~ ~
01?A W ~ 6~ - - 3415 110 18 - m ~ ~ l ~ ~ ~ ~ - City of Raleigh !`~J I~ ~ ~ ~
4455 ~ ~ -1 ~ ~ ~ ~ ~ I ~ Public Utilities Depariment Permit C ~ U~ ~ ~ ~ ~ ~ X ~ ~
~ ~ ~ z ~ 5~21 Q - W ~ N CaRStruction Approwl i~,~ ~ Q J -rn~.~.
UE BLpSS~M 19 z~ o ~ DR ~ ~ ~ II ~ Z m ~ ~ate ~ ~ _ O ~ ~ ~i t T CO I~ m
~ I r:---~ ~ ; ~ (~~J ~ L.L ';k c f~Na~ PUBUC ~ I'; U o T
_ , ; Xo ~ z 362 1331 1391 2361 3321 3391 4~C~ ufis~r~,~~ r~~ w~ II , r~; ~ ~ Q ~ Water Distributian/Extenslon System ~ !'t J~ N N(D ~ 4 Q ~ tC} O I The City of Raleigh consenta to the connection and extereion of the Citys pu611c water system as sMorm on i^, . . 6 .as (f~ z ~ ~
?8 27 26 25 ~ ' ~ ' 20 z ~ ' ~ ~ ; ; ~ ~ this p~on. The material and constructians methods used far this pro ject shall rnnform ta the Cit y's Public `j ~ ( Q Utilities Handbooks' standards and specifications: i' i, ~ ~ (~j
~ ~4 23 " ~ ~ . 'o Z ~ro ~ ~ t9'k^ + ~ i ~ ( r ~t ~ ~ l r ~ ~ . is, Q ~m~d~40 ~y , City of Raleigh
~ , ~ Public Utlities Department Permit , / - ~ i j ~L ~ ~ r~ r~ E ~ 6~ ~j N N~ m 0~
6G1H , ~ I ~ 7,85 ~ ~ i~ , , e. ~ ~ I ~ ~ ~ ~ ~ . ~ r ` ! i : 1 ` y . ~ ' oval ~ / ' { ~ ~C1 N ~ - r- j } Conetruction Appr r _ / ~ i ~ ~ ~ ~ ~ ~
\ 'i E?'u`6 'h = '8.~ L1 j ~ ~ r ~ ~ ~ . . ~ , t~~; , / f . ~ ; V/ ~ . f~ ? ~a[e ~ , / ! i I n` ~Ql ~ U
~ r t g ' . , ~ ~ ' ..-r ~ 'V , l ~ . , J gY ~ ` ~ ~ t ? ' ~ V\` ,i` k ~ ~ / ~ ~ 1~ ' ,r~ ~ , [ ~ t; ~jf i j _ ~ / ~ ~
f• ~ ~ ~ _ , ~ - ~ 1 , ~ ~ ~ PHA~E ill ~ ~ ~ _ ~ ~ . ~ , ~ ~ ~ t ~ ~ , ' ~ ~ 1 , ' ~ r , , '~f~~( ~ t ` ` °O ~ ` ~ ~ 'f ~ ~ ~ } ~ ! ~ . ~ ~ ~H~S ~ - . r_ ~ r ~ ~ f ~ t ~ ~ ~
~ ~•e 1 ~ ...v ~ ~ ~ t~ ~ ~ ! f ! ` ~ t 1 ~ _ ~ _.m ~ , ~ ' s I ~ , ` + 4 ~ ; ' ~ ~ ~ < ' , , ~ ~ ~ - _ ~ , ~ 1, ~ ~ ~ ~ ; - , _ . ~ ' l _ ' ~ U
~ `i „ ~ ~ ~~',t~ i; f' ~ I i ' , s ' ~ - - J ~l~ r r . ~ ? f z ~ _ ~ ( ~ ~ ~ ~ - ~i' j ~ ~ ~ - " E 1 1 , f t . _ . , ~ t ~ i , 7 , I
i~f ~ _ .a..~--_ ~ ~ ~r. ' ti , ~ E , ' ' i ~ ~ s i ~ s' ~ , ~ ' ~ , -o ~ 4 ~ { t 1 ~ t ~ ~ ~ I . I ~ ` ~ 't f ~ 7 i , . ~ ~ ~r~.. - ti - " ti , tt tt'j ~ { ' , i e 1 i ~ ( i l ~ ~ i ' ' r : r - . ~ t r-~_ _ ~ ~ , ~ r . ~ _ , ' 1 ~ i ~ ~ J ~r , C ~ Y, ~t ~ ~ i ~ ~ i , :
~ "/n- .``4,° ~ I } ~ t ~ ~ ` ~ ~ ~ ~ V i i ~ . ~ ~ f ~ ' i ~ , j r ~ . ~ ~ . ~ f " ` ~ 1 ~ f , , a , ` - ( ~ ~ ~ ~ ~ i . ~ ,r ~ ~ \ j~ll I';. 't 1 \ i V ~ y . ~ 1 ' t ° r ~ ~ ~ ~ f r-- V` i . i ~ 1 i ~ ~ ' ~ , i ~ I i - ( + ( ~ - ~ - 1 . ° , J~ . ~ ( , 1 ' ~ ~ ~ r ~ , ~ , ~ i ~ i ~ i i ~ ~ t r~ i r ~ ; l~*~ h r E-
~ ~ ,r ;'~~.~o~~~ ~ . I f e ~ , i ~ i t t . ` . i i ~ ~ ~ r ~ i , if ( ~ ' ~ ~ v ~f~ r < < ; ~ 1 t t ~ ~ ~ " k ~ ' ~ t 1 ' 1 ~ F i t f , 1 ~ l . _ ' ~ , ~ ' ~ { + j I ~ i , . 1 ~ ~ ~ i ~ ' 1, , f ' i ~ ~ i ti ~ , t ~ ~ ~ ~ ~ ; ~ ; ' ~ ; ~ ; ` r~ 11 ~ r ~ ~ , ~ , ; ~ • ~ . - - r ~if i ` ~E ~ %~l ~s . %`r'' i
- ~,ti n" . f ~ ; l ,l i t ° ~ ~ ~ ~ i , , I ! i j ~ ~ f ~ i d ~ ! t 1 , ~ , ~ ~ ~ _ ° ' O 'r S j - ° ~ J f ~ ~ v ' 1~ f J ( i i ~ " ~ ~ ~ l ~ 1 i ~ 2 , a ~i ~ - . , ~ i ~ ~ ~ ~ ~ ~ ~ r ~ , ; ~`s ~ ` fr ! . s'~ a~- - p r i / i 1 ~ ~ ~ ~ ' ~ 1 ~ `4 . , ~ . . ~ ~ ~ ~ ~ ~ f ~ 1 1 ~ ~ ! t " . / ~ ~ . ~ . ° r~ ' f ~ l '1 , ` j I € ^ ,4 ~ , " l ~ " ~~t~. ~ J f . \ , ~ ~ / .j ~ ~ ~ ~ ! ~ , ,'~s ~ , % r 1~ i ~ 4 1 t ~ V y / i ~ . / , / ~ ~ v d ~ a t`~~'. CPL r`P ~i~ ,r / .r 1~~ 1 ~ i i I' ~ ~ s ti f 3 ~ ~ 1
~ _ _ ~ _ ~ ,~rr ~~`1 1 ~ i 1 ~ r ` 1 ~ ~ ' ` j t ~ ! ; I ~ t 1 1 i ~ ~ ~ ! ~ ~ ~ " i i i'~ . . - - ~f j , ~ 1 _ , ~ ~ ~ ~ ti . ~ , _ / ~ ~ r' z,, ~ ~ ~ ' l ` ~ ~ i 1 ~ t - ~ ( ~ 1 ~ s ` f i \ ~ s 1 ,1 ~ ,I / ~ ~ , '1 , . = ` ~ . ~ l 4 ~ ,-"~t ,~y ~ _ , ~ ~ ~ ` ~ ~ , ~fi i i E i 1 i ~ ~ r . ~ ~ ~ ~ 4 . 1 f ~ ~ . . . • ~f ~ ~ ~ ~ ~ { a ~ f ~ ~ ~ t ~ ` ~ ` " J~ , r~ 1 `s~t~~ ~'i, s ~ ~ ~ ~ ~/4~~;~ , , ! ~ ~ F I t j ~ i ~ 1 ~ ~ l~ i IT f' , i t f ~ f.!! f' r f . J r , , ~ I t E } ~ ~ 1~ i /f t , k . ~ ~ ..-i/~ ~ ~
~ A ~ ' ~ " ~ / r~ ~ lfl"? ~ ; ~ ~ ~ ~ ~ i i % ~ ~ . ~1 ~ ~ , ~ , _ , l,~ ~ f ~ ~ ~:,,1 ,1! ~ ( r , , i i A~~~~ i f~ ~ ~ ~ f . . . . i ~ r i f ~ ~ ! ~ - ~ .i 1 - ~ , f .l'~ ~ ~ v/ " ~ ?`'t~~'~~ \ t ~ ~ .T
` ' , 'Z • O` \ l i i' ~7 i F i t ~ s , ~ 1 I I . i . - < . . . . i i , ~ T` . y ' ,r' ' f F ,1 ~ , 1 , 4 . . ~ , ! ~ ~ . ~ f ~ ~ ~ 1 ) / , . S~,,r'' s'~ ` ~ ~ 't J1 ~ ' ~ 1 , . i i ~ ' ~1 ~ ~ i , " ' ~ ~ ~ ` l' . a ! ' ~I ~ i 1 : S 1 . . ~ ~ ~ i' l , Jl ~ . ~ ~ ~ ~ i ~ ~ ' ~ ~ l _ i t ~ 7 ~ 3 I 1 - J i ~ ~ j 1 q 1 - l ~ ~ _ ~ r` ~ / _ , i . ' ~ t , r i ~ i ~ j ~ ~ 7 1 ' f ~ ~ ~ /~.-~~II~~f ~ Rm ~ ~ 'I l , , ' ~ .1 1 . . ~ ~ . ~ ~ ~ ( . ; L .t~„~{t ~i~ CDI.
d' ~ `e~~ .,j ~ ~(t~ ~ ~ ~ i~ ~ ~ _ I r ( ( ! ' J ~ C ' % ! ~ ' ~i ~ ~ I ~ ~ i . ~ ~ . " - ~ ~'ti'~~~t ~ ~S \ ~ ~~~t ~~p,~,~ ~ ~ ~ ' ~ ~ ~ . • ~ I 7 ~ ~ . , 1 ~ ~ 1 ~1 ~ j ~ , ~ , ~ ~,rf,/ r lr Irl ~ r , [ ! ~ e ' ~ (Jj ' ~ t t . { ~ ~ ~ di~ ~ ~ , , - ~ ; " ~ 4 t - ~ ^'',1 t i / t / . . , i~ j ' , - A ~ . ~ , ' ~ w.. .v ~ ! 1 + ~ %~l . ' , . ( ~ ~ 1 , ~~t 'F ~ ~~^~r , /"'10~ ^ ~ f j j . , 1 "~l ~ l~ t ' 3 f ; . 1 _ ~ ~ ys" ~ ' ` ~ i
~ A .A 'f ~ ~ ~ ' , i ~i / 1~ ~ i j ~ r e ,j ~ r' ,l ~'~4 ~ ' ~ ~ ~ i +1'1 i , ~ ~ ~ , ~ ~ i -r~ ~ ti° ~ r ~ , ~ '111~.~ - , , ~ 1 ~ ~ T/'-r~` ''i~ ~ t<<~ l ~ ~ F . i i ~ ' i ~ ~ I i i I ~ ~ ~ i~ ~ i ~ ~ t f ~ t ~ . f ~ 1' f~ ~.jn~ l . , _ i . t~j ~ j i ~ I i t ~ ~ l'"^-~..,,' ! ~ i / I i i .~y~ „ J~ f 7 ~ 4 ~ t 5 4 ~ ~ ~ ~ Y ~ ~
/ l,(7 / ' 7 , ~ . ~~T j 1~ ~ ~ i ~ i 0 / 1 1 ~ \ /,r~iy.`~~' ' r''rl,~~ ~•fJ i } r . / ~ , , j t ~ t ' J f~ '1~r' , ~ ~ t ~ ~ i . , ~ r,r ~ ; j~` ~ ~ 0 ~ 1 1 ~ _,w . ~ t ~ ` ~ ~ ~ j } ~ ~ 9'i / ~ ~ j , _ 1 ~ , i . ~ ,A/; r'~ 1 E 1 . f i.,I` ,t .r. - j l 1 , f . i ~4 ~ , [~-~J! f r`/ . I ~ i ~ ~ ~
~ 4~.` e :u' T '~t ~ t ~ 1 f r ~ r ~ y ~ ~ ~ ~ ; ~ t l~ ~ . ~ l ~ Hcs.~ j~ - ~ ~ : "o'f 1~?' , . . ~ ~ ' . - , , . 1 i ~ , , " ~ _ ~ ` p ,r~. / 7l ,i "r~ f ' ~ ~ ~ ~ ~ d J, } i , ' ~l 1 j ~ ~t ~ ~ 1 ~ ~e. A ~ ~ ~ ~ , i, ~ t j R ~ i ( , . , 7 ~ ~ l i 1 ti ~ . " . r~ ~ . t ~ ~ ' ~ ( . Q 1 ' ~ y ' ~ ! ~ 1 ~ ' i .i f - - - _ ' ' ' ! 1 . i ~ t 'G ~ 1 ' . . ~ i E _ _ ~ i~ ~ ~ l; r j ~ 't .l`~/; ~ ; j~ ~ f' % j~ ~
_~lt~ r 1 ~ ~f'~ t j ~ ~ ! ~ ~ . ~ ~ , ~ ~ 1 ~ ; 1 i ~t ~ ~ s t ~ ; ~ ~ ~ j ~ ' i , f ~ ~ 7 , S i i l._ . ~ ~r f J 7 ~ ~ , r, ~ 1 ~ I / , . . { ~ . S ~ . ~ rf at,.%'/i'~,~/ ~Ir. t I ~ i . . ~ ~ ~ l j ' - 1 ~ 1 ~ 1 . , \ ~ ~ . ~ . ~ _ _ i` t ~ ~ _ _ , . ~ 1 s ~ ~ ~ 1 ~ " / I . ir~~ f~~ ~ , !7 'r} ~ ~ ;3
n{ ( ~f~' r~~ f ' ~l ~ ~ 1 ~ ~ ~ , ~ ~ ~ ~ ~ I < < 4 ~ t < E f ~ . ~ J i ~ ' ~ 1'~ r ~ L " ~'°r . j/, j j 1 r ~ ' ~ i 7~ ~ ~ t ~ ~ ~ ~ ~ ti . ~ ~ h ~ ~ % % ~ 1 ~ q ~ ~ ~ , `ti ~ ~ f ~ ; ~ 4 , s , ~ , ~ ~ l~ ~ t ` ~ ~ „r~ ~ , r/~( ~ ~ ( ~ i _ - „ - - ' ~1 ' J~ ' E ~ ti ,'F; ~ i,r / . . 1 , ~ l" ~ ~ ! , ~ ± ~ r / _ - " , , ~ 1 ~ f / , s i ! ° ~ ~1J 4 F ` ~ ! ~ ; t ! / 1; ~
`~.J' f, j f.r',l1 t~ r ~ ~ i V ~ 1,, ~ i r ~ . r ,ti, l/i ~ ~ ` ~ , 1 ~ ' _ ~ . ~ ~ A . ~ ~ . ~ . ~f ! ~ l ~ ~ 1 4 1 1 l . - . , ' , ti i ~ I 1 i~ ~ ~ - - r ~ , ~ l , ;E~,' , ~ i s~ /r' . r'~ f ~~l " ~ { i ,x ~ ' i t ~ , - ~ ~ r ~ / ~ , ~ , i `r~l, i ;~,jr~., ~
s w s / ~l " 1 ~ i I ~ ~ ~ ~ ; t ~ ~ ~ ~ / ~ ! ; y A ~ ~ 1~ `k \ ~ t ~ 1 ~~1 \ , . `f % r",, ~~,1, ~ ~r`~i ! 1 . + ~ ~ ~ A - ~ . ~ , _ ' . . , - ' ' ~ t ~ t'' ~ ' . ~ 1~., ~ i % - - 1 ~ r , i i i . , , i y ~ ~ / - , . . , r ' , , t ~ ( t , ~ ~ f ~ t f : ~ ~ ~ , ~ . ~ ~ ~ ~ ` ~ ~ ~17 ~ ` ~ , . ' ' A V ~ , , ~ ~ ~ ~ i ~ r1 ~ s~ % % ~ r' ~ ~ % r l,/ ~ ~y<<,: ~ l~ t / _ ~ ~ ~ r f f i ~ ~ ~ ~ 4r/ ~ ~F ( n t° ~ . i . f J ~ l~ i i ~t~~, " v l
. ° tt ~ , - _ ~ . S ' i i ~ ~ ~ ~I' \ ~~~,,,,~,,/~y~,,~ e, 1 1~ ~ ~ ; i ' t - ~ ~ ~ ~ `0 . ~ . ~ - - i ' ` ~ , , , \ ~ IPdi~O.T WttR•- r- ~ { F, f t S a , . i i ~ . ~ ~i . ~t ~i ~ , ~ ~ \ . , b I t ~ . 4 S ~ ~ ~ 't , l , i - J . ~ i ~ i ~ ~~t ~ . ~ l~ . ~ ~ i ~ ~ ` ,r ~ C ~ ? ~ tkq ' ka ~ ` ~ ~i E ~ ~ ~ / J r ; ~ IM~,~t~ ; ~ ~ ~ ~
~ ' . i ~ ll ~ t t ~ , 1 1 ~ ~ i ~ ~ti ` ~ ~ ~ _ ~ I ~ ~ r _ 4 E ~ ~ ~ ~ _ , i t l f ~ ~ S ~ t ~ 1 ~ ~ ~ i ~ i 'S~ ~ A ~ \ i~ ~ ( s 'p ~ , ~ - V t r ~ , . ~ t ~ . , , • r . ~ ~ ' ~ i ~ ~ ~ , r!~ ~i,~ ~ i ~ ~t r ' f ~ r- / i r 1 ~ r,i%/ y ~ ~ i ~ , ~¢i, ~ ~~(1. E ~ ~ E ` . . _ , ~ ~ ~ ~ ~ ~?I~, ~ i~ ~ ` ~ ~ '
r ~ ~ ' ~ ~ 1. i y ' ~ ~ ~ 7 , . 1 i ~ t fi { t 1 ~ ' i ' . 1 ~ ~ ~ `t_ \ ~ \ , 1 ~ . , - ~ ~ _ ~ j + ~ ~ s t ~i ~ , \ \i ~ ~ . ~ l . ~ ~ . , . . , - ~ . . ' ' . ~ ~ ~ ~ ' ~ . , - ~ . , 3 l ~ \ ~ , , i ~ ~ , , 1 ~ i ~ i ~ , i ~ , ,r ' i j ~ . ; t t , ~ , ~ ~ ~ r ' ~ ~ - - ' _ , I nJ : a ~ ~ ~ 1 ( i ~ ' i ~ ~ t ~ . ~ ~ ~ ° , . ~ i ~ 1 1 i [ t I ~ \ ~ ~ ` ~ ~ . ~ 1 ~,~.~N( ~ ` . ° ~ } ~ ~ ~ ' , ' , ~ J , arw ~.a, 1 v~r, ~ u~, ~ , ~ ~ , U ~ ~ lt r•~ i ~ ~ ~ - _ ~
't / 1 t4 ~ i V ~ ` ti . \ 1 , ~ ' • , ~ . . ~ _ ~ r ~ ~ ~ , j 1 ` ~ A ~ ~ _ f ~ ~ ~ ~ , I ~ ~ S s ~ ~ ~ ` ~ ~ ~ ~ ~ ~~t : % ~ F ~ , ~ ~1 t ~ ~ ~ ~ ~ , ~ ~ , , , `t . ~t ` \ , Y~+~-. _ . ~ i j i ~ , ~ , `t 4. . ~ . ~ t ~ 1~~ b,'~~ ~ ~ , - t ~ ~ , -r ~ 3 ~ ~ ~r, _ E ~ ~ ~ , r- ; , ( ] ) i ,rd~ ~~.A~ ~ ;iff - ~ ro r' f 1~ y ~ ~r„ 1 V~ - - • _ l ' / . . i t ~ ~y1~ r ,1, '~l; ~ ' ,.Jsnm ~ 1 ~ i~
3 I ~ ~ ~ ~ . , ~ ~ 5 i. ~ 1 / , ~ , ~ ~ , . ~ . ~ ~r t~a~~- ~ _ , , ~ i-~ , ~ ~ . f ; ~ i ~r ~ ~ 1 . ~ _ - ~ ~ , l. . . ~ V ~ '4 +t - ~ ~ ~ ~ S y ~ ~ ~ i . - ~ . , e `O i , , J~ ~ ~ ~ t~ ` ~1. . \ . ~ . . i~` ~ ~ ' _ ~ ~ 1 i ~ ~ ~ ~ ` , ~ '3 ~ /1 ~ A ~ F~,;~,~ , ~ ~ ~ i / i ,r Y r , ° ~ i-- ~4"~ ~ l~~'` ~
~ ~ E ~ 1 , / ~ 4 ~ ~ t'~t \ ~ ~ ~ _ i , , ~ ` ` ' ; ~ t ~f , ,f!~ I! / ` ~ ~ _ ,L 1 ~ ~ e ~ ' ~ - , , . ~ ~ ~ , , ~ % e , ~ ~ . ~ ~ 1 ~ , % ~ ~ ~ t i ! ' ~ ~ ~ fi f i ~ - ~ ~ ~ ~ ,jj~ - r~a, t ` ~ 1 ~ ` ! 7~ ' 1 t' ~Lt~ r~j 4 _ ~ ~ ~ ' ~ A ~ i i . ~ ~ ` ~s; ~ Eo~. ~ < ° ~ ~ ID v ~ ~
~ 1 ~,I ~fl / ~ ~ 11~~ ~ ' ~ Y ~ ~ . ~ ` ~ ~ ~ ~ V - ~ ~ i = ( ~ ~ _ 1 ~ \ , \ /I ' ~ . ~ , „ ~ , . % ` r¢ / ; / ` % . , \ ~ . ~ ~ ~ ! ~ ~ ~ ~ . ~ . ~ ~ ' - _ - ~ r ~ ~ i . . A . ~ I I~i ' , ~ t , ~ i i ~ , . t / ~ - ~ . A, ~ ~ ~ ~ ~ ti ~ 1 ~ l ~ 1 ~ _ ' l \ . , . ~ ~ ~ ~~l i ~ C`~~ S y`' ~ i A i / ' . , . „ . ~ . - . ! r , 1 ~ ;l ~ ~ 1 \ ~S t ~ ~ , \ ~ / i ~ f , ~'t 1 ~ i 5 ! , . i ' ~ / ~ _ . f r ' O . j~ rIt ~ ~ . ~ . ~ ~ ~ ~ i - ~ s~ ti~~ ~ : I J \ ~ ~ Y ` . / / r' ' ~ -2~.80 -~'I~'~~, ~ t ~ _ ~ v p ( ~ z
l, * ~ ~ ~ / J I ~ ? ~ . . . ~ ` l i ~ ~ ~ . ~ V ' \ , . ~ \ V f ~ . - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t ^ 1 ~ 1 ~ ` t i , ~ _ , ~ A . ~ . ~ ; - - - - I i l I ~ i ~ ' ~ r ' ~ 4 . ~ ~ . , . ~ i r s~E ~ , - ~ ~ ~ ~ ~ 1 `l f ~ ~ ~ 5 t. ~ l ~ ' ~ia' 1~,11~ ~ « _ `~4 ~ ~ ~ t 1 ~ Y ~ .e- . ~ , . _ , O ~ s ~ ~ 1S ~ ~ ~ ~ o,~~, C. , ~i i,i' ~ j ' , C, r1 ~ ~NOno ~ ~ , ~ t . ^ ~ ~ ~ ~f it;
~ . . ~ _ } t ~ _ ` ~ ` ' ~v ` ~ , sr~~~ _ . ~ ~ ti i Y ~ \ ~ j , ~ - , ; ~ ~ \ ~ ` , ~ ~ ~ ~ a _ - _ t r ) ~ 'o~ ~ ~ ~ ~ i ~ r ! ~ ~ ~,..i - _ ~a ` \ ~ ~ ~t ~~a;~ ~ _ ~ ~ 7 1 , ~ ~ i ~ 1,1 ~,1~ s, ~1 \ \ ~ „ ~ ,ti' ~ ~ F~Fi Z
' I ~ 1 ~ ~ ' .A~ i ~ ~ ~ VA . t ~ - ~ . _ ~ ~J _ ) . { ~ , ~ ~ 7 'r ~ @~ ~ 1 ~ ~ 4 ~ ~ - _ - } 1 i . ' 1 j . . h~ ~ ~ _ ~ ~ ~ . ~ ~ . ~ ~ . ' . L..,~_ - ~ , ! j.~^~~ .=-a~-- ` ~s":'u'~",~,~, - b. { ~ ~ fF~ ~ ;f~"=': ~`~~~/~L~ ,._I ,""a! i ~ . ~ ' } s- ,.'~V , ~y,~ ~ ; _ I W C~ f , , i ~ _ ~ r ~v~ ~ ' ~ ~ 1 s ' t ~ ~ , ~ y ~ , . ~ 1 ~ i i ~ s \y ~ i~ ~ ~ ~ -
` ~i 1 ~ ~ t ~ . A _ ~ 1~~ ~t,, , 1~.~ ~ ~ ~ =x . ~-r---~ ~ ~ ~ ~ w ~ E V ~ ~ A ~ ~ ~ - _ . ~ r. ' ~ , i~ r i:' s=_ _ A ~ i , ~ , _ , - 1 ~ i } t ~ ? , , , ~ c' ~T ` ti , 'r. i i" ! ~~r' ,~G'-'~ i \ \ ~ i r, ~ `1 f i i ~ V~ 1 ~ ~ ~
, ~ ~ \ ~ ~ ~ ~ w ~ _ , . ~ ~ A A ~ ~ ~ i ~ ~ ~ - ' ~ , ~ ~ _ ~ - - ~ . , ~ w ~ / ~ i l \ - t , ~ _ , ' ..`1 ~ _ - . , , ~ ~ ~ ~ ~ ~ lFl } ~ , ~ ~ ~ ; W ~ - ~ti~, R~ ~ ` ~ ~ W _I
i i ~ ~i v v . _ _ v ~v `l \ ~ t ~ `V .ti ~ti ~ _ y, l~ _ I , , t t . ~ . ~ . . ~ ~ ~ ~ ~ „ , `~;3 - _ ~ j~~ ,i . ~ i ~ /I~ a . $ota, r~,' ~ ~ ~ t,~. l /~1 ~ \ % ~ l I ~ j ~ ~ i ~ ~ ~~j~~' ~ . \ A ~ _ t Q \ A i =~e'dCMe- v = A \ . , , t J ~ ~I}- ~ ~ ~ i . INV~21g.60( ~
~ } ~ i ~ ~ . ~ ~ ti, ~ ~ . . ' , ~ ~ ` ~ A : ~ " . . ~ ~ . ~ , r\.. V I_ L , ~ ~ ~ _ i ~t V ~ ~ } . I r . . . ' ` , ~ . ~ . ~ ~ ~ ~ ~ ~ , . . . ' / - ,.r~ _ . L . , r J L7 i ~ ~ , _ ~ , 'i 'i . ~ ~ ~ , ' . ~ . ~ ti ~ ~ ~ . n n r- " n r r~ /~~/y-I f ~ , f~ _ ~ ~ Q_ ~u V LJ~l1 ViLL' } ! I•~ . f f et 4 , Q ~ n' j Q . . i r Y ' . .i ,,'1 ~ -.,e . pq~ ~ ~ V t
~ i ~ _ ' 4 1 i ! . i . . I'_ ° • Rr~Rff . , _ _ . ~ v ~ J ~ I~ O ~ ~ . ~ ` V . A ,v~,. . ' _ ~ ~ ~V ~ ~ ~ ~ ~ ~ r~~ ~ . ' ~ l ~ ~ ~ . . , . ~ ~ ~ ' 1 T .Or~ ` ~ _J~ ~ 1 , j , , , f i 'Y ~ ~ .J_. ~ ' ( ~ i ~ ~ ~ ~
. ~ ` , _ 1 j! ~ , ~e~ ~ _ ~ / ' f , ~ Q \ ` ~ ~ " ~ , • i, ~ ; 4 ~ . r i I ~~~~~y ~ ~ L, r", i ¢ ~ ~ ~ 3~J/M~IiL,-` . , ~ , ~ . k - ~ ' r ~ ~ w,~'!~~utcr , - . ; ; ~
~ . . ~ . ~ , , ~ ~ i ~ ~ ~ ~ r „ ~ ' ' ~ ~ \ ~1 ' . T I ~ , f~ ~ ' \ ~ ~ ~ ~ ~ ~ ~ ~ - ~ f'~ ~ C , l"' ~ . . . / . , . I ~ t l~L ( / , I , \ . . ~ 1
\ _ , _ ~V ~`i,.. I ~ ~ ~ ~ ~ ~ \ a~ 1 ~ i ~ ~ , j~' ~r, . \ \ . \ . ~ ~ ! , ~ ~ ~ ~ V U ~ . y l ~ ~ ~ d I ; ~`,-~~f' %i. . ~ ' ~ \ . ~ ~ . _ - ,i I V / ii . i 1 ~ ~ti _ , 1` ~ ~ ~ r , , ~ ` l 41 , ~ . A - ~ l 1 ~ i~~ -
; ~ ~ - ~ . ~ - _ ~ R AC ' ~ ^-`~4`~.. " ~ ~ ~l k I i ~ ~ € ~ t ' ~t ~ , i i s ~ ~ \ \ t ~ - 'V ~ ~ ~ _ ...r ..ti ~ ~ ~ , 'v ~ f ~ s . ~ ~ . _ ; ~ , A ~ t s, t ~ . . ~ R AD ~ , ~ x ~°L , 'L ~ ; , 9""`~ \ ~ ~ ` V`x~i _ ' ~ ~ ~ ~
- " ~ - 5 r ~ i ~ \ ~ ° ~ ~ , ~ i S, _ ~ - - ~ ~ ~ ~ ~ ~ ~ ~ t V ~ . Q . ~ i' , ~~ti~~~~:~ °'~f,~ii'~~,~,~ ~l , . - _ -ti~ ~ ~ , . ~ 5 ~ _ 1 ' ~ ; , ~i . ~~i. a, +
~ , f ~l t ~ ~ - ~ ~ ~ ~ _ ~ \ . ~ ''Q ~ ° V A 1 i ~ ~ ~ 1~ ~ ti \ V A ~ _ ~ : A ~ A ~ ` ' . ~ ` ~ t=~.J ~ . _ ~ ? ~ r . ~ A ~ \ i ; 1 ~ V~ . . ~ ~i - , ~ ~ , sa N . . _ , f ° ~ ; ~ 1 t . - ~ 1 l ~ 4 ~ tt9~9 , W , , ,
; A ' f ' j ~ 3 i 1 ~ , ~ ~ > ~ ~ ~r ~ ` ` - ~ / ~ ~„\~C.~ < ~ i ~ , _ , q . ` ~ ~ 'w. . 41 1 I ~ . \ M - ~ 1 ~ ! . , ~ , . . • " . _ _ . ~ . ~ O , . ~ ~ s ca ~ ~r~ . ' . - _ ~ WAiER ELEV (t JULY 2005)=209.35 ~
j ~ ~ t`~ ~~a ~ \l,,~ ~ l ~ d \ ~ ; - _ ~ - ~ ~ , s` . . ~ - r ~ ~ ~ , ~ ; A . ~ ~ ~ . ~ 4 ~ V `a , _ ~ ~ , ~ ~ - ~ ~ ~ P 0 ~,A1 ~ ~ ! ~ k E _ ~ ~ \ , ~ ~ ~ _ ' , ~ 1` ~ ~ ~ . ~ , . _ ` ` , l t ~'1 NO PIPE fOUND SEARCH ~OR IT UNCOVERtC , ,r ~ ? I ` \ - 1 ~ NOTr11NG. APPEARS WATER '~S DRAINING Ol'f vC „ ~ ~ , . - . - - ~ ,
4 \ . ~ ~ , ~ .A~ , ~ V ` ~ 1 ~ ~ ~ S% ~ ~ ~ ~ - ~ . , ~ ~L, ~ BY DITCH A N Si SICE Of POND. ~ i , - i~ ~ A-~~~-.~~ ~ ~ LOGWE ~ ~ , ~ ~ ~ A~ ~ ~A' ~ ~ ~ ~
. ~ . .,i' ~ . ~ ~ ~ ~ . ~ ~ . ' ~ ' ~ ~ ~ . ~ " f~ , ~ .,'VA ~ ~ _ . ~ ' ~ ' ' . . " ~ ~ . - - w ~ ~ rv°~ _ , ~ _ ~ ~ ~ ;~"'~mt~y~ A, 1 - 4 . ~ ti~ ~ ~ - \ /1 , ` i . \ ?
- ~ . ` , t ~t ~ ` ~ ~j ~ ~ ~ ' ° r, , ~ - ~ ~ ~ ~ . 0 ~ ~ `~'.J 1 } ' ~ h \ ~ ~ t _ . ~ ~ . . ( , ~ ~ \ , / I; ~ , ` ` ~ 1 ~e ~ ~ , - - V L ~ 4 ~ ~ - . . ' ` \ ' ~ ~ t~' l~ ` ` 1 ~
,,,t .=;r,_ 1~ l ~ 1 t ~ ~ ' - _ - ' ~ 1 t ` ~ ~ ~ 1 i 's j ' ,4 , . . . . , ~ ~ ~ ~ ..+~11LiMR~ ~ ~,.v ~ f / ~ ~
~ i"~ ^ ti.. ~ ` , F , ~ ~ ' . , . ' .l ' "F,'_ 5000' 9 ~ , i / ~ ' / Q \ .M~~ , ~ i r ~ 7 ~ ~ ~ i~ , ~ ~w _ _ - /f~ " Rl~t f~ ~ ~ .A 1 ~ A ~ ~ ~ ~ "a\ l ~ ~1 ,.~~ti. ; ~ ~.1 ~E~ '~i~
_ ~ ~ ~ ^ ' ~ 7 s i ~ t ~ ~ _ ~ - - ~ ~ 1~ ~ ~ ~ ~ ~ _ _ _ ~ . . - ---lJ _ ? ` ~ ~ ~•~L ~ ~ ~ 0 - ~ G~ - ~ ~ . - I G~- ~
i ~ ~t ` - - ~ " y.- ~ ~ ~ % ~ - - -~~~ti~` E 1 n ~ 1 i ' ' ~ ~ _ _ _ ~ ~ ~ ~ -y _ _ _ - s, ~ _ - - ~ ~,i ~ ~n, % ~ - _ r ~ ~ . ~ ~/i; ~ ~
PHAS /3 % ~ , ~ - ~ ; _ ~ ~ ~I ~ , _ , ~ ~ o ~ . _ ~~.~a , ` ~ ~ - , ,p 6' . ~ _ ~ Ct~: . ' ~ ~ ~ .~~'~r)~ P; n , . /~~~C . ~ ( . ~
' ~ _ y~,~~ r ~'t ~ \ ~ r ~ , . ~ , . - , ~ - _ ~ r ~ ~ ~ ~ ~ ~ ~ ~ (C~ ~ ~ _ _ - ~ ~ \ i i"` , r'l A 1 ~ i - - - ~ . ~ ~ ~ ~ _ _ \ ~ "___i \ ~ } , \ \ . ~r_r ~ ~I i ~ ~\4 1 ~ 4
. p - _ r . ~ ~ - _ , ~ - , _ _ - ~ - _ _ - _ _ _ e~ ~ ' ~ ~ . _ - ~ i ~ O ~ . ~ . _ - _ _ ~ , , . A 1~ ~ . / ~ t i ~ ` ~5 -.v. , , , , ~ \ ~ ~ / _ ~ ` I ~ _ - ~ _ ~ j . ~ i ~ . . . , ' . ~ fJ . ~ ~ ~ _ ~ ~ ~ V ~ ,4~•'. l 1 , - ~ ~ i _ _ _ r. 1 ! J , i t R. n,, ,
~ ` \ ~ _ ~ ~ ~ ~ ~ ' - j ~ ' / / ~ ' ~w 5 ~l . ^ . ` - . t 5~~ . . . . ! 1 ~ 1 ' ~ ~ . ~ _ _ _ . ~ I ~ ~ a~ '1 - - ` ' ~ .,.i^ / . - ~ . \ . ` a: / ~ . ~ ~ f ~ i
- ~ . T ~ , . ~ 1' ~ . r ` ~ v~. ~i . , ~ ~ ~ _.._.J l' .,-r ~k ' . ~ . ~ , . ~ ~ ` . / . _ . _ _ ~ ~1 1 ; ~ ~ r r ~ t < i 1 ~ v . _ - . ~ ~ . ~ - ~ ~ r~
r~. _ ~ ~ , ~ ' V1 ~ ~ ~ . / ' , ; `i ~ ~ ~ _ ~ V - ` . . , 1 , Q',. , . ` . . ~ ~ . ~ ' _ ~ . . f , ~ _ ~ ~ . . ~ j ~ / f ~ . ~ ~ ~ ' . ` ~ _ _ . ' ~ . _ ~ ~ ~ _ _ - i ,
~ l ~ . - . t . I ~ . ~ . - - / , . ~ ~1 ~ ~ . ~ _ _ ~ ' ~ j 1 ~ ' ` \ ~ ~ , ~ ~ . ~ r` ~ ~ ~ ~ ~ ~ ~ ~ - ~ ' ~ ' \ ~ _
.r " ' _ ' _ - i , i j ~ F ! ` 1 1 1 ~ \ , ` . ; . ~ i ' ~ ~ - a I ~ . . _ ~ _ y; ' i ~ , ' j ~ ~ ~ ~ - ~ rr. ~ ~ ~ ~ ~ ` ~ - - - , ~
~ . - ' ~ y " _ ~ ~ - - - ' ~ ~ ~ ~ . ~ - ~ r, 3ci~1 ~ ~ - ~ ~ j ' , ' r, ~ ~ ' ~ 1 ~ ~
,r'' ~ ~ _ _ ~ ` i ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ r ~ _ ~ ~ 't ~ , - _ . ~ ~ . ~ ~ . \ ~ 1 ~ _ , 9 ~ ~ ~ ~ ~ ~ ~
• ~ ` ~ " ~ J ~ , i , - - . ~ ` `S ' ' \ i - _ ~ ~ ~ ~ ' ~ ~ 't t l 1 . ~--~,,,y ` ~ 1 _ ` - ~
~ f ~ ' - ~ ' - - ~ / i~ ~ ~ r- r ~ _ ' ~ . - - ~ \ ' ~ , j ! w ~ ~ ~ ~ ~ _ ' ~ . ' ~11 . ~ _ , . A ~ 1 t - i ~ f ~ ~ ~ ; , , . , , ; _ - ` - _ ~ ' ! ~ ~ ~ ' ~ , ~ ; - - ` ' t ~ ' - - 1 , r ":f = ~ , i , ~ ;s = 109 ~
° , : t f j ~ - ~ ~ , ~ ~ ~ , r ~ ~ i T, _ ~ ~ ~
; i / ~ _ - ~ ~ ~ ~ - ~ 1 ~ r - ~ ~ . , • ` : ~ ~ r" ~ ~ ~ ~ ~ ~ ~ ~ " w ~ ~ ~i . ! ~ ~ t, ~ , : ~
~ t ~ ` . ~ ~ ~ ~ , ft ( ~ ~ ~ ~ ` t ~ ~ ~ . ~ . ~ ~ . - ~ - . . . . . . ~ ` i ~ _ _..v ~ ~ , ~ 1 -
~ ' ' ~ ~ _ ~ ~ ~ \ - . i ~ ~ ~ ~ ~ ~ ~ \ , . ~ . . . - ' I . I~ ~ V ~ ~ . ~ ~ u..w---~~' ~ - , / . ; ~ - A ~ . ~ , / . ' 1 ~ ~
z,ti = ~ / j / ^ ! ~ ~ 1 ~ ~ \ , ' - y/~ . , ~ ~ , ~ . ~ , . ; ~ ~ ~ ~ . . ~ 'i ~ ~ ~
l f~ ~ : ~ ~ t ' ` ~ ~ ~ _ - I , r / ~ ~ _ . ~ ' - • . , r . l~ d. ~ ~ ( ~ ' I 0
~ ~ ~ ~ ~ ~ ~ p}.~ ~ " . r° ~ . ~ 1 ~ j , i - , - ~ T ~ . ~ ` , ~ r ~ ~ ~ ~PH ~ r - , :f~ ~ ~ i~ ~ 1 ~n ~2~N ~ ~
~ ; j~ / . ~ ~ , > _ AS~ ~t' ~ i , i - ~ _ j ~ ~ / T / = . . . ~ . / f J . , . . / / _ , . ~ . - ~ -u.. . ~ ~ ~ ~ N ~ ~ ~ , ~ 1 ~
. I f 1r ~ ~ . ~ ~ , . ~ ' l % . . _ . S~~ . . , i ~ I .i ; ~ ~ ~ ~ ~ ~ ~ ~ ~ " ` ~ ~ ~ U J ~I
~ I € ~ ! . , ~ / ~ ~ . iP'L ' i ~ J ~ ~ i ! i - - `~so:oo~~ • ' ~ - ( ~ d. - ~ j . ~ , / ~Sn~ pC*'' ` ~ U
f , 4, / / i ~ ~ ~ , ~ , - J ~ _ ~ . ~ ~ I fl,q ~ y ~ , ` , ~ ' ~ ~ . ' , ~ 'i ' / / ` ' 1 , ' p ~ _ r~,r ~ J, ~ EXI ING` ~ ~ 1 °
i / ~ ~ - - _ % / _ ~ ' ~ , s y ' _ ' ; ~ ~ ~ ; - ~n ~ ~ i ~ ~ ~ 'r , 1 , ~ ~ ~ ~ i CzLe Q
/ ' ~ / ~ ~ . ~ ~ I . ~ ~ ' i / , % \ ~ ` _.J. ~ i~ ` ~ f ~ % . / / ~ ~ ~ , . . ~ , J , ^ f, ~i/`~~.~ ; MANHO ~ • ~ . ~ 1 cn > ~
~ F~ _ - ~ ~ ~ ~ . . , . _ j ~ ' f . . , ~ . , . . ~ . n - ~ r . / / ( ~ J` / : „ 6~ ~ 1 1 . _ a ; , w ~ r~
f ~ ` ~ ~ . ~ / 1 , ~p,•'~ ' ~ J t _ ~ i ~ . ' / ~ ' ~ ; ~ / j ` . ` _ , : , ~l - ~_~~~.r° f ; - _ z N o _
_ ! ~ > > , `i `iA~- ~ . ' J , ~ i ' j ~ i ~ ~ ..r _ ~ - ~ . , ,l% ~ _ - F . . A ~ . ~I -s''.- / i . °..~y . . j / ~ % % , ~ - . ; ~ ' - f - - ~ A ~-o ~ . r- ; - ~ _ . _ _ + U"~ ~/I~
A i . 'v ~d~i _ ~ ~ ~ ,r- t ~ ` ~ ~ ~ ~ti i~ r ~ 1'~ ~ . . r"~ y . P`3 i k f~~F~~l ~N ~ J L l1/ /J~~ _ ! ~ ~ ~ ~A ~ > J (1 / ...w . .i" ~ ° ,i ~l~I, I't ~ lL O ~
~ 3 ~ ~ _ ~ , ! - y~~"~ ~ ~ _ \ ~ . . ~ , ~ : ~ . 1.,..,,,~,.a`.~ i Jw--i.. / J ~ „ ' . , ~ ~ ~ ~ 1 ~ ~ / . - ~ : - . 24051~22 40 _ , , ~ , ~t ~ \ , - , 91 , _ =c= ~ • = ~ ~ ~ ~ _ r,~,~; ~ ~ i~66A c0 ~.%ii 'f;! W ~ _
. . ~ _ ' .Q~' ` . , . ` FS ~~I; _ ~ i , a ~ , ` `E_ ~ 5 . / - _ PHASE IV , , - _ _ , F / - - - - _ IL ' ~ \ , ~ l `f . - ' . . I u' \ . 'e~._.. t _ - " .1/% 'r ' - ~ ,t ti ~ ~ ~ ~ - - . " 405A ~ 1 ~
. . . , f.' ' ;1" ` _ 7 , ~ ~ 1~~l~f1`\ ~ _ " _ ~ ~ 1 . ~ . ' . ~ S ~/.f 1.~\ ; ~''~'L.~' ` 1 % ~ ~ P - ~ - ~ : ~ ' ' , i i , d W
~ ~ ~ ~ S{~,_ ~_~.~`'•~~k - ~i - ~ ~ ~ _ `~S-~ - ti~;'~~~.~.~ ~A - . ~ ~ ~ ` _ ~ EX~~JT~N~7 ~ a i ~ ~ U .J p~ _ ; ~ ~ 1 q
P ~ ~ - _ r1ryV E ~ `•.,,y ~ ~i ~ " li~ ti ~ ~ , ~ ' 7r \ ~ \ '!lf/ . 7 \ l . _ ~ t` , ; ~ = . ~ , ~ ' ~n o~ ~ _ - MANHOLE 1 \ ~ w o
o~ ~ „ F,~~kiC~'~~ ~ 3 . ~ ~ . , ` \V.,, ~ ~ W ~ N • . ~ J
~ r I ~ ~ ~ ~ i ' ~ ~a~ ~ ~ U O ~ ~ ~ L~
i ~ ~ ~ ' • «b ~ . cn ~ , ~ ~ - ~ ~ ~ . ~ \ ~ WN ~ ~ ~A
cn ; cn ~ t ~ ' ~ ~ 1, 1 ~ DRD
H ~ ~ 1 ~ ~ ~ ~ ~l ~ TI ITY INSTALLATIONS AND OTHER PUBLIC ~ G~. ~ ~ HECKED U L
~ I i FA o I RF f fACILITiES, INCLUDING SIDEWALKS AN~ HANDICAP ~ ( i ~ \ GMM
~ ~ GRAPHIC SCALE ; A~ CTED ON ALL STREETS ~ ~ ~ RAMPS ARE TO BE CONSTRU 11O ~ui i upi~~r N~ APPROVED A P CIFIED BY CITY CODE. THESE FACILITIES ~ ~ ~ , ssE , ~ C MM
~ o ~ , H~ HAVE BEEN APPROVED BY THE GTY OF RALEIGN \ v~ I ~R ~ G
~ ~ ~oo p so ~o0 20o aoo ~ AP o IS l ~ ~ , ~ AND SHALL BE SO INSTALLED UNLESS A CNANGE 1~ i, ~ S ; I~ , START DATE IS AUTHORIZE~ BE WRITTEN APPROVAL PUBLIC ~7 ~ f,__,~_..-.
~ ~ 1 SP l SANITARY SEYJER EASEMENTS ARE TO BE RECORDEO ' ~
~ PF T FINAL ACCEPTANCE. V ~i J O~95A ~ r, ~ JOB CODE PRIOR 0 i , ~ m ~ ~ ~ ~ ~ SIGNATURE: i (Jl Q.(~~ 36 ,~r1~ ti (1g -
H ( IN FEET ) > I ~ ~ ~ ~ V ' ~I
~ ~ , 1 inch = 1Q0 ft, ~~1 ~ I _ , ~4~-~ o r~,:: ~
W HIIN I/4b U I I9-~D2UJ ' CH ~ ~ . O i~ ~ll( DRAWING CHIEF ENGINEER r-+ ~
~ ~ WILLIAM BARRAL U. , , , I
c - I I PUE Na PUBLIC UTILITIES I 2 2 3 ~~~!HI
~o I I ~ q~, TR{ ~ (140) ~ 0~ N + TRAFFIC ENGINEER
~ co N/F PIN# S 13 4 6 _ - N S-1
~5,19A i 1746.01-29-5162 Col c ~ r ~ ~ CONSERVATION ENGINEER__ ~ 362 U l ~
rN QRI FQ,' R TF-RRY ~ -7 nN iE- n o A . , ~ i
~ ~
0

, ~ ~ ~ ~ ~ , , " ~ ~ ~ ' ~ 10 9 ~j ! 1 ~ ' 6524 _ . , . . . . _ ~ _ _ ~ . . . _ . . , , . ,
~ ~ 7 ~.~V ~ I IIV I / `t-/ -U I -~J / ~ \ C`~ ~ ~ ~ 5573 ~ ~ i
~ U~ ~ ~ \ ~ 7572 ' - - - ~'o ~ ~ ~ 1 O~l ~l AP G ~ o ; ~5~z ' ~ I ' 1~ 1 1 P M 9 7 _ P _1 ~ G M ~ / , 3~1~ , 4 ~ U
, ~~a ~ 4499 ~ u~ ~ 8449 - , ~ 6~ 9 ' S~c ~ I ~ J ~ ~ P~l 1 4 - 1-1 F~
~ ~ ~ 11 P _ ~ , ~ ~ ( 4 8 9488 ~448 I 141; 14 / ~ i ~~1 64~7 ~ ~
~ I ~ ~ ,~)T i ~ I - - ! 34?5 110 0,1 ~ A 18 _ ~ ~ ~ ~ , ~ ~ c > ~
~ ~ ~ c,P 34 i ~ ~ ~ ~`rJJ ~ r ~ ~ X ~L ~ ~ I ~ ~
~ 37 " 6470 ~ ! / N ~oo o~ ~ 6421 - a~ ~ ~ ~ =o
~ ~ 4389 ~ , ~ ~ ~ ,i~ , ~ ~NO ~ z 1 ~ Z ~ co I~ ~ b~_.,~ B~~.~~~M DR ,~i - c ~~v o~
' ~ 3 3 } ~ ~ j ~ 1~ ~ ~ , I ~ ~ 7335 32 3 ~ i ~ il ~ ~ T- ~ a~r o N cv co ;5 ~ 32 r-----r- ~ 1 ~ o N 0 ~ o
,,,V, , ~ 1 ~ r; I ~,0` t 36 ~ 7393 i ~ 0~~_ I x c~ / 31 0362 ~ '~3~i 1~91 ~3~~ ,~.r,i ~ i I 7393 i 933~ ~ ~ 33c1 33q_ . 4~60 ~a q ~ u J[ ~T z~~,
f i ( ~r ( %~~rr~~ ~ ~ ~ 5323 ' ~ ~ ~ , ' ~ 28 ~7 ~ ' ~ ~ > 1- ~ ~ u~ ~362 c6 ~I z N ~ ~ l ~ ~ Z4 ~a ~ ~ 20 z ~ _ l , ,
633c ~ i~' ~ ~ / ~ , ~ , ,e' , ~ 30 i ~ w~ ~ g_ ~ ,1 <C m~d~~ ~ ~ 30 rcP ~ 1 I ~ i r r ~ ~ ' I 'i ~ ~ r,
, ~ / 1 ~ ~ ~ ~ ( , 1 ~ ~ 1 EXIS ING ~ I ~ ~x4~ ~ a<.~, _~7 ~ N'~ rn~ I ~ ? . ' ~ ~ ta ' ~C.1 Q} ~ o
~ ' ~ r J~ ~ F ' _ _ ) 6~18 Es wv 23~.s5 ~ , ~ . i . ~ E~ ~ ~ ~r ~ "
~ ~ ~ ,C ~~r~~`~,~l~~~F . t . ; . _w, . ~ f - _ ~~I . ~ ~ r ~ ~ ~u (~j t~ ~ ~ ~ 21 ~ c .,~C7~~ ~1'`~.. ~ : . I y ~j p , ~ , 1 i i ~ 1 ` L\ W
~ r ~ ~ ~ a ~ . ° ~ - ~ ~ ~,~kil~~ tlf ~i~ t ~ _ ~ ~ , , ` ` \ \ , , ~ ~ ~ ~ PUBLIC ~ . \ 4 ~ ~ e - - f+ rl " ~ _ ~ \ /l ~ F f ~ ~ ' - ~ , ~ , ~ ~ _ : ~E. , - _ ~ - - , , ~ , ~ PHASE il ~
~ ,'ti~~ 1 Sewer Collection Extension 5 tem 1 , r , ~ ~ ~ ' ' ! ~ i s \ ` ..4 1 ` \ i , t ~ , ~ ~ ` - , , ~ ~ ~ „a \ y : . x r t - \ ~1 ` 1 ~ t ~ ' l 'i L1 ~ ~ ~ , ~ } ~ ~A ' ~ , , ` ; ~ , . ~ ~ ~ . `-~-u. ~ ~ 4 ~ ~ ~ , : ~ t ~ ~ ~ , E ~ ~ ~ + - , . . ~ e ~ ,
. / + 1 _ \ ` 1 \ The City of Raleigh consents to the connectian and extension of the City's pu6lic sewer system as shown an - . ~ ~ ~ ti, ~ ~ thls plan. The materlal and constructions methods used tor lhis project shull conform to the Cit~s Public 'Q ~ ' i ~ , " ~ ~ . ~ ..r'~~ ' , v t ? - ~ ' ~ , ~ ' , - , S ~ JL '`ti -y ,4 ~ ~ ti,.. ~ t ~ a _ i ; f z ~ . . ~ , ~ ~ s ~ ~ ? ` ~ ' ° - _ _ . ~ , k ~ . 1 ~ ! ~ . , ' . _ y i\ y~1 \ . +~i ~ a_~ 0 C, ~1~ ~i ~ i+? t~ 1
Utillties Handbooks' atandards and spxiflcations 'a y r` ; ~ - a ~ 1. L i` ~ 1 ` 1~ ; ~ 2 ~ ~ J zt . i° ~ , A 'l A ~ ; 1 'V ~ ; , . ~ ~ i i i ~ ~ , ~ ° ~ ~ ' i j 3 ~ ` , . . ~ 1~ ~ ~ 1 ' , ~ . . _ .a._ ~ . ~ t 1 ' t ~ I 1 , i f E ~ ~ ~
C1ty ot Raleigh ~ ` ~ ~ m, ~ ~ ~ ` ~ . ; ' Public Uftllt(es Departmeot Permit # ~ . J~~' . ~ " _ r...m---' % _ V ' , °t ~ ti ~ 1~'t ~ , ~ , , ~ ~ - ' ~ t I . ~ ~ f i ~ , ~ _ ~ ' ; , ` - , . . ~ . . _ t ti ~ , ~ . i~ 'i ti r { t l 1 ~ F , _ t y ~ ~ } . . _ _ .v.....„~ ~ ' ~it f i 1 . ~ . . . , ~ a ~ ~ , f i ~
((1 ~ ~ - r , , , ~ , ~ ~ Constructton Approval ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ 1 , ` ~ Z ~ ~i j ~t , ~ . . . ' . ' `i ~`4 i ~ 1 ~ ~ ~ ~ 1 ..t ~ . , . . . s , t ~ ~ ~ , _ \ ~ a ~ ~ j i 4, t . ' , ' , . i ~ i . ~ , ~ . • ~ ~ i S ~ } i~ ' \
/ ~ 'i t ~ ~ ~•ti Date i , _ " i r: a _ ~ ? , ~ 1 . `'ti , ' ` 't . , ~ 1 ~ . t , ~ ~r , \ ~ . ~ . ~ . ~ - , _ .r _ , ~ _ . ~ ~rP i . ~ a I f , f s } , t ~ 1 ~ ~ ~ . i ~ i _ A ~ i ! ~ ~ ~ t P _ _ ~ ~ ~ ~ J, . . , , w . . ~l ~ , ~ E I . ~ ~ t ,
. , . , , ~ ~ ~ ~ t { 'i, ~ " PUBLIC , , ~ ~ ; ~ . 1 t ~ ~ .v- ~ _ ~ . _w y f ^ i i . . , r f . ~ ~ , . , , , ,M- tt~ ~ ~ ~ ~ S i ~ ~ ~ , }1}~~~ , ~ , ' ~ . r, i ~ 4{ G f , - ~ _
Water ~istrfiutian/Extensfan System ~ r ~ ~ ~ ~ S ~ ~ ~ - ~ ~ ' ~ 'f . ~ ! ~ i~ E j 1 'I i ~ ~ I ! ~ ~ ~ ~ ' ' ~ ~ ~ y " < t t , . ~ i . . ~ . _ r ~ < ~ 1 ~ ~ , i ~ ~ a~ ~ € ; ? 4 ~ j ~ }`r i ` ~ i t ' t ~ ' . , l i ~ ' 1 i ) . - ' % F ~i € . ' _w~. ~ ~ J+ ~ r ~ p
The Cit oi Ralei h consents to tAe conoection and extension of the Citya public water system os shown on r.f'' -"f ~ i;;~ f' j;~~ ~ Y 9 -~f~~;~/ r' Z ~ j~ this plan. The material and constructions methods uaed far this projecl shall conform to the Cfty's Public d, ~ ) ` ! » y ~ . ~ ~ ` } , , ~ ' f ~ ~ V ' , ~ ~s , i ~ - _ ' ~1r h _ 1 r t V { S s ~ , , ` ~ ~ ~ ~ ~ 1 \ ~ ~ l ~ ~ ~ ~ 1 f : ~ ? / , ~ . ~ f '1 1 1 \ t ~ k ~ ~ } 1 : P ~ ~ f t ~ ~ . . . ,
Utilities Handbooks' standards and specifications. _ _ ; f ~ ~ ? ~ I ' ~ s ~ i ~ ' ~ i ~ \ ; _ r _ , ° ~ ` r' ~ .f ~ . ~ ~r~ f ~ i t ~ ~ ? b I` J j f i~ \ } d ~ , ,r` ~ _ " ,1~J . ~ ~ ` l ~ ~ ~ ' r f ~ t } ~ ~ ~l . ~ ~ ~ - . . ' . _ 1 , ~ . ~ ~ . c ' ' r . ~ • _ .
~ Cit af Ralei h _ ~ ti ~ ; ~ ` ~ i ' 1. ~ ~ ` t ~ A Y 9 _ f~ ~ i ~ , , Pu611c Utlities Dapartment Permit (J ~ ~ ~ ' , i ~ ~ ~ ~ ~ : ~ ~ , ~ ~ i ~ - , '~sn A ~ r!{ ~~iLq~ f ~ . ~ ~ E ~ t 1 ~ y ~ , - l , . , ` ~ J i, . ~ 4 , A r r~ ~ A ~,~rj j~,~r i ) ' . i J ~ i 3 . ^ ~ { ~ ~ ~ ~ ' ~ ~
q ~ ~f,~' ~ -i. ~ a ;t ~ r ~ ~ J`j~ Construotion Approval I O~ YEAR _ ~ ~ ~ ~ ` a ~ ` ~ , . - ~ r.' A , ~ , ~._;t~~~i~~! .t$7(.,t{f~! ~ ! ( F , i j r ' ~ w. / ~ ~ti r ~ t ~ . ~l r i . y~ ~ ~ - ! ~ . ~ ~ ' , ~ l ~ ~ ~ ~ ~ i . ( (n~` . p NII ' g` . ~ p I~' ~ j~ ~ i ~ . . F .
r ~ I 1 ~1 ~1 ~ ti \ ~ ~L~~D I ' ~ " ~ ' ~ ~ ~ ~ ~ ti. oate L NE ~'r°',~ , ~ , , f r. i ~ t ~ r . . ~ _ _ . ~ - ~O` o'` ~ f~ h'f~ ) , 1 ~ ~ ~ ~ ~ I t . ~ ~~T f ~ r r ~G_ `i 1 i ~r ' ~ ~ t, w f. ~ ~ . .rfi,.J " ( ' t . ' ~ 1~~"r~.7C~~:~,r/-. ,,~Q , ' . , , ` ,r`
. _ lr " P Y . S e 1~5i..~ , x ' ' ` ~ ~ , . ~ r . ~ . i , ~ , % I 1 t j ~ ~r ~ ~ ' l , w~ , .,r. ~ ~ 't'' ~ 1 I ~ i / ' ! 1 ' F r 7 I i ~ , ~ . a
~ , ~ i ' . . ~ - / ~ , ~ . ~ ~r" . V . ~ ' - , ~ ~ ~ ,.r , . J 1~~ t ~ ~ ~ i 1 ~ ' i l` , ' ' f Z `t i ~ ~ , ~1 .m- ~ J i ~ ~ t ~ i , _,m, ~ 1 ~ ~ S ~ „ / i F t i. ~ , . ~ ~ - : / . ~ ~ , I 7 , , ~ ' i,1 - ! . , ~ ` , - ti 'l ~ r'
t i l~ 4 ~ ~ y " - ' , ~ 4 ` ,r r E ~~'~sj i !_.i; y . ~ ;l l " ~ t f ~ ~h , t , ~ ~ n ~
. ~ . / 'd'A ,.---~_rk ~ ~ ~ t, R' ! ! e ~ ' ~ 1 ~ I ~ C ~ f . f } 9 ~ I ' ~ ~ ,n ~ . / ~ ~ 3 / ~ I ' ~ ~ -'r~ 1~,~ 1 , ~ ' ~ Z E ~ ~ i ~ ¢ 1 ~ ~ ~ , ~ A. ' _ ~ f ~ j I ~ / f s . . . ~ ~ - ` ' • j / ~ . / ~ ~ , i . ' 1 i / / ~'t • f r... j~ / %~i ~ . . . ~ . i ~1 ~ . A ' ~
~'r~~ ~ i'~ l, . ; j , ~1i , . i r . - .r ~ ~ , , ~ b ~ , ~ , . ~ ° ~ ; ~ i ~ ~ ~ 'l ~ ~ ~1 ~ 1,~ ~ , . ` . ` . . ~ ~ ~ . ~ _m . 1_J
, a , ~ ti , s , ; i i j;~ t [ 1 / / ? . : . : . a ~ . ~ , t ~ ; . ; ` , / 1 ~ s''x l f ~ ~ ' t ~ ` ~ ~ ~ ` i ~ . ~ . ~~4 . k' .~1 - ~ ! ' i I ' ~ t l ~ ~ \ ~ ARS r , ~
~ ~ 7' s'~ f ~ ~ [ i ' _ , ~ ' ~ r k ~ ~r, "..i.~' ~ . , ~ 1 _ . ~ ( ~ ~ . ~ J~ E ~ % F f' ? ~ ....~1 - . . '1~AAARS~~~- ~ , - r ' ~ ~ ~ ~ . ~ E ~d GA ~ ' ~ . , , s , . , ` t~~ _ 1 1, ~ ~ ~ . ~ ' 1 . ~ ~ ~ . , - ~ - z ~ ~ ~ v , ~ _ ~ , : l f~,rr~~~ ~ ~ ~ 1 , `i t~j . ~ . ` ~ ; ~ ~ , ~
. ~ i . . . ~ . k . . ; _ ( ~ Y + ' /fP ~ ~ . , . e. ~ . , ~ . ~ \ ~ ' f r , t ~ ~ i ' , 1 p~ ~ 1 t ~ ~ \ ~ . ~ `.sA ..d.. - y 5 V . t ~ P 4 3 } J j l, p ' - ` , ` _ . ~ 1 . ~ ~ . ' ~ i ~ ~ J+. ~ _ ' . ~ ~ ~ ~ ~ i, ' . ~ - , ~ _ ~ , ~ „ ~
~ ~ - F : / ; . ~f /~f F r' - _ ~1 ~ ' J ' / ' _ _ f . _ . T . . . . ~ .r' ~j ~ ~ ~ ~ r~ r r J ( _ . ~ / - .w f ~ i 1 _ ~ f_~~`: ~ , ; , ~ r . ; ~ ~ ; , ` ti ~ . ~ ~ ; ~ti ti ~ ti:q - _ ~ i , , ~ ° f i ~ ~ V ~ , ~ ~ / ) f ,
, I ; l I'~ , . _ ~ , l,; ~t~,` - T.~ ~ ~ ' i i + \ ~ ~ ~ V / , ~ , , 1 , l ~ i , ~ , , ~ , ~ ~ ~ i ~ ~ - , ; ; , , , , , ~ ~ , ~ J~ ~ r , f~..-. ~ ~ ! l ~ ~ r - / ~ J' ~P ~ ~ ~ ~ ~ i~ ~ 0 , ~ ~ ~ , , r r , ~ ~ ~ • ~ ~ , - . .
1 ~ . .e 1 " i . ~ ~ : S~Ij f - ' . ~ , _ I _j ~ f `F, _ ,/,F t ~ 4 , `f' ` ° - - ~ _ ~ j , i ,`i 1 I, fp i r '~f' ! , t v , . , , ` ~ ti , - ~ ~ . , J , ` ~r ~ ` ~I~ / ~r~ . i 1 ~ ~ ~ ~ V ` - .ii„_"."T^ U . ~ ~ . . ; r -f~ , ~ . _ t j ~ ~ " . ~i ~ ' , ~ . , - ~1 ~ . ,
` } ~ ~ i l ~ / f ~ ~ ~ _ °r ' , - ~r! ~ ~~tP~y ~i , 1' f1. ~ ~ i ~ ~ / ~f ~ f/, : Z~_ -r ,i~ ( ' V ~ ~ ~ ~ , ~ ~ ~ ! ; ~ . ~ ~ ~ ~ 4 . ~ ~ • , ~ ~ . ~ ~ ~ . ~
~ ~~i~~G~4~ , ~ l 1 ~ f I 7 : ~ ! - ' A- , / / 'L F / ~ ~t~' ~ ~ r ~ r/~ 9~- :l`li~.' .'t; ~ ~ , ~ t ' ~ ' i r l ~ r' " 1 ~ , ~ t ~ . ' ~ , _ ~ e ' ~ \ . ~ ~ ~ ~ ? t iE t ` ~ ~ ~ ` ~ - ~ ~ 7 ~ ~ ~ ~ . ~ i ' A ' ~ ~ _ ~ ~ ~ ' : : 1 . ~ ~ t r ` }q 1 ' ~ s i J ! r / l ~ / ~ ; . ~ ~ f ( `E ~ ~ ~ L ~ - _ ~F ~ _ . , ~ . ~/,r , .
r- E,', ~ , ~ i , . ~0 , , t ~ PROPOSm G f ~ t ~ I£~f ` f I~ zi } i ~ 1 f r r~_ ~ ~ . . . _ . ~ . . - ~ , ~ : ` ~ ~ ° u.- , , r . ~ , ( \ . . _ . - ti , ~ ' t r ' r ' , - .r • i t ~ t ~ - ti _ ~ . - ~ ; ~ - . ~ r : : . . , ; . ~ ` ~ t, f ~ ~ ~ r ' . . . / ~ , f ' + i _ ~ i' T~ 1 . y ~ \ ~ 5nED5 I l - w ` ` ! _ ; , , w, , , f . ` , ~ ~ ~ ~ , ,
ACCESS i ~ f J~' j ; f ~ I ' f ~ ~ ~t ~~t ; r`~~ f / ~ r , , ~ F . r , ~ , _ , ~ , t~:,~ ~ ~ ~ ~ v ~ ~ ~ : ~ ~ ~ ~ ' ~ °a ~ ~ I...~l ^ C.~ ~ . t , , _ ~ ~ t , ~ r r!~' . ~ ~ ; f j ~ ~ l _ ` t ~ ~l~1. .o• , ~ ~ - -
~ } f ~ r~ i 1F l ~ r ~ r ~ ~ i r ' ~i ,:r'~.' ~ a~~.~~ ~ ~`1, j 'e j~~r/,"f, , ~ _ ~ ~t ~1, ~ i ~f - W 'f " ~ a.f~' " i , ~ ~ ~ ~ _ , S , . r, , ~ ~ ~ ~ ,1, , { ~ ~ , ,~P~ ~ ~ ~ , ,
: r , ~ ~ ~ ' ~ t, `~iri tzt~~l r ~ ~i l~,`~~~ , , t f / s, " ~ , ~ , A s \ ~ _ . , j ~ ~ . ~ { . _ . _ - ° ~ i s ~ ~ V L ~ `'w ~ y r e r . - ' ~ ~ ~ l P °`e. A J ~ / / fJ . r,. JY~ 1 i I . . ~ ~ ~ i { , '.t ~L~' \ _ ~ f j I / 7
~ , ~ i ~~~i, , ~Jf ~~;.~ir,~', ~~~~0 ~ 'i ~~,~~~:1 ~ ~ ~f, T % i , 1 ~ " ~ \ . d 4 - h \ ~`'a V / V 1 /~~r~ . ~ JF/ . f / . J } : ~ 1 ~ . j J ~ ~ 4 1 t ~ ~ l ~ LL. ~ ~ '`f 'r' l' , ~i`f l f ~ ~ i 1 . ~ . • . i 1 } ~ ' . ~ ~ . . -
j r . ~ j~ %~~1 . ! i; -.~i,r/;~%~ %f~,~ Y ( r r' ~ f` ~/,,,,i / ~ . ' r t I . ~ + ! ` ~ ~ ~ _ ~ ~ ~ - ~ , r''~ i f r,~-" i . . ~ t ' ti ~ i ( i f r € 1 ~ ~ ~ ~ ~ . _ ~ ~ ' 1 ~.f' r: ~ i ~ _ ~ ~ ~ i 't ~ ~ _ ~a - ~ , .
~ t ~ " , ~ i ~ %i ~ ` i. ,i. , _ , ~'i + ~ ~ , ~ _ ~ / ' ' . - , "~ji,,;.~ ~i:, ~,~+r_`~ _ , € ~ r - _ _ , A . , V / ~ ~ ~ r' ~ -r ~ , ' - , ~ r f 1 ~ ~ , aeN' , , ~ , , - . . ~ ~ _ ~ ~ ir ~f ~ _ ; : ~ ' ~ - _ _ . ~'S 4 ~ , ` f' _ ~ , ` . . ~ . ~ , , . ~ , ~ . .
~ 1~ _ ~ ~ 'tis e~ ~~~,I~/~i . , . ~j .l\. ~ . ,~'i: 'i ~ ~ ~ ~ ~ . . .,,5 , ~,~.,i.'~' ~.ti , ~ j;" ~ , , . ~ ; , ; , . ~ . ~ . t ~ e ~ - ~ 4~ ` ~ ~ . , . , _ A " ~ i , A . ~ . . _ ~ \ ' , z . , ~ l/,. ' ~ ~ . . b . \ . - I ~ 1 f ~ ~ ~ ~ 1 1 1 1 . ~ n ~
~ ,-i /f '~~~~'~'f%; ~ i%~~ E ! I ~ \ . , ' y 1 ~ O ~ \ I ' _ ii: j . . ~ ~ . \ ~ ';r,~ t k ! ' ` \ ~5 . , t1 ~f? , ~ ~ ~ I I , ' ? ~ \ ~ V . -r'° s'.. ~ ~ it! 1~ir ~ 3 ~ • ~ ll J
~J .1~~ ~ .t _ - r ' J' vil~ t(~~\~,~`,,~ '~1 ly`~ ~~l i~ti r ~ i/:j ;~1/~/ \ { ~ ~'t~it~~. \?f~ ~ t ' . ''-~l ~.~''l ' l f ~ r J~ ~ e i ~ ~ ~ ~A ,r r F ~i,r, >l, . , ~ . v _ N - ~ ~ / , ~ } ~ . ' , ` ' ',~f ,f i . , . \ ` \ ~ . _ 'ti f ~ f,'~ : . t ~
. V ~..~~,al r\ t.A\A ~ ,r'''/f ~ ~ ~ i -~i~'~ ~ ~~y ~ . \ ~ " .,r~, r,. ,~i . . .a` ~ t~t V~1 i i. ; ~ p ~ f ~ , ~ ~ - o' . 'ti~ . X ~ V ~ . ~ ~ v\ w y 1 ~ ~ _ \ ~ ~ ~ ~ ~ ~ ~ , ~ ~ . - - - . ~ ~ . , P /v~~ W
l e~ ~y. ~ ~ V . ~ ~ ~ ~ ~ V ? ~ ~ ~ 'f ~'~r~ f ~ 'li,•~''~ S i ~ / , ~l~ ~ i ~,~~i~~~i A~`~ ~ 1F~ ~i' ~r,~~'r,' f< T ~ ty. . . _i\ ~ . . " 1./ ~ S~~ ~ ~ ~ ~ ~ _ ~ - ~ ~~1~`, ~ i . . - Y. ~ _ # . \ \ ~t ~ ~ ~
~ ~`~E7 t\ ~ ~ . ~ F~ '~f i~' _ . ' 1 \ 1~~,\ ~ ~ ~ , i . Q • MAR6HYM6 'g~ ~ ` 0 l~ . ~ ~ ' - _ ~ t ~ 4 ' ~ °•ti„~` . , ' - _ ~ _ \ ~ ~ ' ~ ~ ~ ' ' ~ ( ~ • ~rn~ `s ~ ~ : ` , ` ~ . ' , ~ e.,RN
~ a : J ..w . t ~ ~ r ~ ' . ii i ' . ~ ~Qf.. ..m ti - . ~ t _ , , . ~ - , _ ~~w~ , _ ~ ~ _v ~ ` ' ~ ~ ti.~ _ ~ ~ ~ , , , ` ` ~ ~ . ~ W...,. ' ~ ~ ~ . - : ~ \ ` \ ~ l . ! ~I ~ „ . . ~
~ ~ ~ ~ t~ , " - / ~ i . ~t~~ '1-i i / , 1 1 1 '~'j/ T ~t_ ~ ~ ' \ ~ . ~ J, ' ' i . . - . ` i . . . . . " . . , ~ 1 1 . , \ ~ l .
~ , ~i r, , _ i ~ ~ 100 YEAR ~ -'r . ,`1\L" : % " ; - / 'k, , ' , ~ . ~ _ V~~ ~ , ~ t - ~ . ~t ° ~ . . ~ ` ~ . ' , ~ , ~ . . ~ ` ~ _ 1f, . ~ , . ~ ~ ~ ti _ ~ r ' , / i- ~ , ~ . ~ . . ` ,
~`~`0° - - - / ~ ~ _ FLOOD LINE ~ ~ - ~ P~a~ ~ - ~ ' 'i ~ ~ ~'V~~ - ~ ~ . - ~ ' . , ~
\ - ~~a~~~ ~ ; : _ ~ ~ , ~ , ; . ~ ~ y - ~ _ - , ; ir 5o ar ° . ' ~ ~ ~ f - ~ _ ~'i~'i ~ ~ , . , , . .
~ v ~ T ; r' ,FH _ ~ 1'Y~. J _ . l , ,J !rn . - y - - ~ . "~,.i"-' - - - - ~ ~ ~ . ~ , ~ . . 'i . I
\ - -f.;,; . ~ \ ~ . 'r S _ ~ _ ~ ~ ~ , . r - _ _ ; ~ ~ / ~ r~ ~ _ ~ - ~ ' ~ 9 4 ~ .
. ~ , „ ~ : _ n \ \ ' . ,r f%', ° .,-t _ - ~,i ~ ' _ ` r-i_ Y P . ~ ~ r ' ~ ~ r.~` f!' !~l. u ~.~V ',I u 'i V ~~F. ° ~ ~ ~ -R
/ ? / \ :e , > _ J ~ `~r ~ .T , ~'%F _ ~ 1 ° ~ t ~ i±~ `~i~ ~ ~
, ~ ~ , ~Jf~ .~~r `ia,/' r~, . ~ PHASE I3 ~ I ~.f l-~ ~ ~ _ , f • ~ i ~ ~r, , , ~ - . _ _ ~i ~q a i r ' / ~ _ _ _ ~ Q . ~ ' . 't \ - J .
~ ~ ,ul, - ~ , - ~ - - r . f i{ i , / _ \ ti - ''~.r'°r ~ ~ _ . ~ k _ g,~ . . ~ ~ . ,r _ - _ _ _ . p~~~~ ' 4/~Q' ~ \ ~ \ ~
, i i 1~ , ~ € ~ ° , ~ ~ s ~ _ ~ ~ _ ~ rrVk7C ~ : - ~ ~ y~ ~ ~l ~ ~ ~ ' , - - ` ' t ~ ~ s 4 ~ - 'l ' - ~ ~ A 1 ~ ~t ~ ~ ~1
- ~:i;; "'~~t',r~~f'~~~~ _ - - ~ ] ~ ,f ~ _ _ - ^ r 1 i - ' ~~~y~ 'k_ , ~ . t ~ , ° ~ ~ ~ 1 . '''y-----~"', . /
, , ,,s~, ~ ~ ~i,r` !r ~ ~ ~ r,ij ~r r,~~, _ _ , ~ %i. : r~ r_i11tl~*~~ ' ~ti ~ , _ ~ ~ - ~ _ ~ _ ~ ~ ~ - _ ~ , " . ` ~ / U r~ - , ` ~ ~ - - _ _ _ _ - '~-r-'-~ W ~ ~ ~ ,1 ~ ~ j ~ ~ i
, 'i; l ~ . . ~ - ~ ,~),'r~~~llp~~ , r ; ' ~ ' i- ` ''i , ~i~ t '~i3.~ ~f f ~ , . , , , % ~ " , - - _ J ~ fA \ ~ , , , . _ . , j ~ ~ , Q~~ - ~
~I ~ ' , . ~ . i ~/~s',r r , ~ 1 . . r - ~ ~ f ~ • ~ : ~ - l f• ~ / l~ ' E . ~t~r t t . ' _ ~ i , t` _ ~ _ ~ , ~ i 4 ~ ~ i - - 1~ ' . > , .
I~~ t~ a~ L 1 i / ~ ~ ' / ~ ~`,%~r ~ ~ ~ ! ~ , ~ . ~ ~ i~`I ~r r I~ \,l' ;l3 f 1 ~ , . . ~ . , ~ ~ ~ ~ A , J ~ ~ ~ , . ~ ti . . ~ .i ~ ~ `
~ . . ~ ~ ~ ~ ~ \ \ / t ( l ~ j` . „ .V" _ _ ' , ~ u! ' ~ , ~ , , - , , _ ~ ~ _ - - + . ' , ~ . ~ ~ c / . ~ _ _r ~ ~ ' r ~ , ~ ~ ` . , , , ~ ~ ~ ~ ~ ~ _ , - ~
. ~ ~ ~l j ~ ~ ~ ~ ~ / ' ' 7{ j ~ \ ~ , i ' 1 , A, \ t ' , ~i. ~ . ~ , `A~~'~~'~ ~-r ~ , ~ \ t ~ ~ } , - , . ~ ~ . . ~ ~ _ \ - ~ , . . - . , , ' " / \ \ ~ . . j W . ~i \ . ~ . . , . , 'f-' , .r
~ ~ ~ ~ l ~ . A '1 ~ f 1 ~ ~ ~'s t \ 1 ~ ~ . ~'s . A E ~t ' M , ~ : / A. A - ~ % , , r r 'r ~ ; ` s ; ~ ~ ~ / • a, ~ ~ / ~ ~4 ~ ~ l ~t . ~ ; ~ " - ' ~ ' _ F ~
i ~ ~ 1 t ~ ~ ` ~ r ~ + . _ 4` ~ ~'',A \ ' , t t ~ t - . ' \ 1~ I ~ ~ ~ . ' i ~ . . ~ . , _ . _ . • . ; 'j ~ ; , ~ . 4 , ' , J . \ j '2 3 j ; . . / , ~ . _ \ ~ ' ~ . ~ ~ Z . f ~f , ' , j ~ y ,
~ f~--=-~r- ~ : ~ ` ~ \ ~ ~ ~ ~ ~ \ ~ 1 . ~ . . r ' l' . ~ . ~ ~ . . i , . ~ ~ + ~ i ' ` , ; I , ~ ~ , ~ - ~ , , , , , ~ ~ ~ r , i r ~ - ~ ~ ~ , ~ ~ t ~ ~ • ~ ~ _ - ' , ~
~ , ~ ~~i -'i ; _ ~ r~,~j ~ ~ ~ , ~ ~ j ~ k . / / . • f = , /~~'r f ~ i? ~7;~,,d, f . ~ ~ r ~ _ . . ~ ~ ` - { ~ i , , ~ ~ ~ ! r i~ f i~ j : - _ f , f~ r ~ ~ . r ; ` ~ ~ ` i ! I r' , , ~ _ . . ~ ~ ~ - ~ ~ -
- ~ ~ ~ - ~ ~ ~ - ~ ~ ~ f ~ \ ~ ~ ' ~ I ~ 1 ~e-',j.' ~ ' r - - t j f ~ _ - r ; I
\ ~ ' 1 ~ . ! if/ . .r.... ~ ~ ~ ~ ` I ! ~'~qjf % ? . . : F ~ ~ ~ ~ ~ ~ A yj~~ ry ~ , , , : , ~ ~ ~ ~ . ~ ~ ~ ~ - ~ ' ' : ~ ; , , ~ ~ ~ ~ ~ , - ~ ~ ~ - ' . % ~ ' ` - - , ~ J . ~ _ ~ .r
Q ~ ~ j~ 1 '~,~.:s~~Jl ~~~s~. - , f I . i / ~ J ^ , . , ; , ~ - _ _ - , , Z ,
` ~r ; , - . ~ - \ ~ ' i ~ %Ni - i ~ ~ ~ ~ 1 ~ r J ~ ~,~r 'i' ~ s . _ ` ~ _ ~ ~ , _ _ ' fA , ; , . ~w ~ _ . ~ ~ ~ / , ; ' ~ - _ F • . , ~ ` _ , _ , ,
. \ t~ ~r . , i _ ~ i`^~ j 1 s ~ r . /f~,} r ~ ,~i~ ~ ~1'~-~~_.. _ - _ PHA }d - > - ; I ~ , ~ ~ , , , _ _ _ . . , ` - . _ - ~ ,r" ~ . ~ _ ; , ~ - _ - :
~ V ~I~'l,~ ~ _ . r ` _ I 1 ~ '~7 - _ ~ , ~ ~ - ~II~ ~ ! , 0~ W - : . , - - - ~ , , - . , ~
~ ~ ~I ~,Ij ~ I~ ~~.~i~l ~ f / .r~.... ~ F ~ f / l ~ i I . ~r ~ - - - - , , W r ' , f , - . - - - ~ , r tf~ ~ ; j i
; ~ ' ,J f . i ~ l~, a i . J E ~ ~ r ~ r ~ ! ~ - / ~ - i tf~, ~ ~rtr ~ ~ ' ' ~ _ - _ ~ - ~ Q` ~ i ~f , ~ _ , ~ ~ I'€ . .
` ' ~ / i~~t t ~.~_Ei :,~7j.. J ~ y ~ . . ~ ~ ~ ~ ~i ~ (r ~ ° ~ . . l`~.. ,df ~ f , _ , ~ _ n _ _ ~ ~ , ~ ~ ~ ; ~ a, a - ~ ~ ~ o ' - . i ~ ~ ' ~ ~ _ t , . 1 ~ . ~
) ~.l,~f ! 1 ' " y ~ , / //r'~ ~~r l 1 A i ( ! ~ ~ ~ ~ ' I ' " " _ . ' f ' ~ ~ , ~ _ . ~ ~ ~ ~ ; j < . ~ . ~ i ~ ~ ~ - _,.4 ~ / f . , • 1 ~ Q -w „ i ~
~l `?!1 1 r i! - , ~ . . . fl.~ ~.-J` !7 ~j . . r,j /3" 1 Ffi ~ Z 1j ~ t , , . . ~ ~ , . , ~ _ _ . ~ , . _ , ~ ~ , ` , . , . j ~ J'. .r _ ~ i . , 1 ~ i ~ 'J ~e, \ ^ ~ ~ . / 1' ~ ' . " ~ ~ - . ' J ~ W \ , " . ~ .i / ~ " . . , ~ , ~ . ! ~ ~
~ ~1 / ~ JrJ / 1 ~ ! 13 r . ~ -%~Jf +]i l 1 . . J ,(~Fc. . . i _ / , ~ . ' , W f~ ~ , - ~ , ~ _ ~ ~ ~ , ~ % ~ ~ j ~ Z ~
~ ~ff r~i . _ r ~ ~ ! ~ 15,4= ,,i~,r~-~c - ~ ~ _ % ~ , _ , N O ~ . . ~ ~ ~ 1 i ~ ~ l ' ~ ;
( r ~ ~ ~ ~ ~~li( ~ ~ ~i ~ ~ ' ° ~ , ~ t , l ` ~ 0~ ~ ` _ . ~ ~ - ; _ ~ U I , , i ~
~ ~ '~i.~ftl~ ,r~f" / , %j t , . ' . ~ + ~ r Mt~,~f; ' ~ U~' ' , 1 ~ / Q Z ~ ~ ~ , i` J , ~ i ~ _ ~ - ~ . r'~ ~ W- `CA? _ • ~t ~ t Q- ~ f~
, ~'z %1 ` . / i i ! ~ ~ . . . ~ ~ ~ ~ ~q~~dr,'r~~j~_ ~a r' . m ~ r;' , . . ~ ; ~ ~ r,. ~ ~ ~ ~ ~ , Tf ~ ~ ~ s , C~ ~ , ~ ~ ~ ; ; I- Z
~ ~ . _ . V . . 'i ~ . _ ;s~ . . ~ ` ' ~ Q o.,~ W - I , . . , J C~ PHASE IV ' ' . , - a - , , ~ ~ ~ - ~
~ 6 _ _ ~ /l; _ ~ ~ ~ ~ , ) ` -QW~ > C~ o~
~ , ~ - , ~ i ~ ~ ~ Q
a, ~ ~ ~ ` i 3 C ~ ~ ~ ~ ~i \ i ` ~ P~~ ~ o~ ~ 1 HASE~l~, ~ C~ ~ ` Z W ~
I ~ ~ , l Q ~ 1 ~ , N F ~ ~ ~ ~ , W ~ N /F ~ o ~n
, - , ~ ~ T j U li
13 RO~ER ~ M. TERR~ ~ UTiLITY INSTALLATIONS AND OTHER PUBLIC ; ~ RY TR ; E iii DRAWN
H FACILITIES, INCLUQING SIOEWALKS AND HANDICAP ' DB 9836 PAGE 63 ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS r t,~u ~ , D R PAGE ~39 ~ , p ,
a AS SPECIFIED BY CITY CODE. 7HE E F I ITIE ~ ' ~ S AC L S V - - PIN 1746.01 Q9 5, z ~ ~ ~1-09-5253 . "~KED
o - - ~ , HAVE BEEN APPRQVED BY THE CITY OF RALEIGH ~ I ~ / ~ _ 1 X~ AND SHALL BE SO INSTALLED UNLESS A CHANGE - { Z 0~1E D R- 4 ' ' GMM
z IS AUTHORIZED BE WRITTEN APPROVAL PUBLIC ~0 - - ) R-4 I _ . - ' APPROVEd _ -
° SANITARY SEWER EASEMENTS ARE TO BE RECORDED f - 113E _ ~ o PRIOR TO FINAL ACCEPTANCE. ~ I l, G M M N ~ .
~ sicNATURE: I ~ ~ GRAPHIC SCAI~~ ~ I ~ . ~ ; START DATE HIC SCAI~'E ~
W ~ ~ , ~ ~ - , ~ lNEE . ~ . T~ A . N
CNIEF ENGINEER ~ - ' ~ ~ ~ 200 +oo ~ tij 'C~~.~`` JOB CODE ~f,y,,;, ~ M cIN~~,,~~
~ i~- ~ ` n R~.~ ~ ~ P Q~ F t~,,,,~t,~t~f, -
uNi PUBLIC UTIUTIES ~ v v , v` r ~ e i
cr % ~ x FEEr PIN# 1746-01 - - 5209 DRAWING }
~ TRAFFtC ENGWEER IN F'EE'f I ~ } c ~ 1 inch = 10a' ft. ~ No. h = l0a' ft. ~I
1 E CONSERVATION ENGINEER IV -
L 2 ~ !
C O N/F S-IA
C I N N ~ I ` (`L-1 A ED I CC Q TCID D~
LD /
~

,
GENERAL NOTES
U
CENTER 1, SEE SHEET D-11 ~OR STORM DRAINAGE SCHEDULE. J ~
TRAFFIC 2. ALL SANITARY SEWER MAfNS SHALL BE PVC (SDR 35} ~
/ CIRCLE ~ > v
SUBDI~I{SION SITE P~AN DATA ~ PREUMINARY C~USTER 2a" vA~~EY c~R~ UI~LESS OT~{ERU~CSE S~IOWN. ~.L ~ x
tTRUCK ~IOUP~7ABLE` ~ ~ ~ ~ ~ ~ ~ 3. ALL WATER MAINS SHALL BE DUCTILE fRON C150 PIPE. =o
1. EXISTING ZONING - R-6 CONDITIONAL USE ZONING X' ~ ~ 20.0' 1. 5' 7. ( ~.o' 2.c~ / RFORMED z C° ~ 4. ALL MATERIALS AND INSTALLATIQN SHALL BE PE N~,
- P.I.N. 1747-10-2638 R-4 - 1747-21-6022, 1747-40-5852 ~ ~ - 2. R-6 CUD ) ~ ) TRUCK ~ ( TRUCK APRON ~ U o ~ N N c~ ~ IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND o ~n o
TOTAL GROSS ACREAGE = 144.24 ACRES 3. / ~z i i
- D ACREAGE = 90.81 ACRES W R 6 (CU ) , ~ i AND SPECI~ICATIONS AND NC DOT STANDARQS AND cn ~ / Q ~'m~~~
02 ~ ~ AND SPECIFICATIONS WHERE APPLICABLE. ~ uz ~ ~ ~ I ~ m ~ 'm rn a~
R-4 ACREAGE = 9.24 ACRES ~ SIANDARD ~ , ,o ~ ~ ,oo ~ o
CONSERVATION MANAGEMENT/GREENWAY EASEMENT = 44.19 ~R," R AN ~uTTE~ ~ CU B D 0000000000 0o PUBLIC ~ ~ ~ m ooaooooo 0 ooooa Sewer Goileetwn/Extensio~ System Q} a'
4. GALCULATEQ AREA FOR QENSITY 144.24 A~RES ~ w
T T ~ I ~C-i R,`-11 C~~R~LE 4" CONCRETE The Ctty of Raleigh consents to the connection and extension of the City's public sewer system as shown on ~ CONCRETE ~ this plan. The material ond constructions methods used for this pro~ct shall conform to the City's Public
T R DEVELOPMEN ~ Y~ I C A ~ ~ TI O~I T 5. PROPOSED USE. SINGLE FAMILY CLUS E ~ Utifities Handbooks' standards and specifications: ~ ~
~ ~ ~ DENSITY ALLOWED: A l ; ~ ! ~ ~ ~'i ~ ~ T T ~ ~ U ~ Gity of Raleigh ~
= UNITS ~ R-6 (CUD) 4 UNITS PER ACRE x 90.81 AC. 363 6~ ABC Pubiic Utililies Department Permit #
R-4 4 UNITS PER ACRE x 9.24 AC. = 37 UNITS Construction Approvai
PUBLIC Water Distribution/Extension System Dote
ANAGEMENT GREENWAY EASE. 4 UNITS PER ACRE x 44.19 AC. = 177 UNITS CONSERVATION M ~ ~leigh consents to the connection ond extension of the City's public water system as shown on
- N~TS The City of Raleigh consents to TOTAL UNITS ALLOWED 577 U this plon. The material o~d ooi e material and constructions meEhods used for this praject sholl conform to the Citys Public
Utilities Handbooks' standords a ~ooks' standords and specifications:
TOTAL UNITS PROPOSED 438 UNITS City of Raleigh t
DENSITY ACTUAL 438 UNITS~ 144.24 ACRES = 3 UNITS~ ACRE Pubiic Utilities Deportment Perm Deportment Permit ~
6. THIS TRACT IS NOT PART OF A PREVIOUSLY Construction Approval ~pproval
APPROVED SUBDIVISION. oate
7. PROPQSED SINGLE FAMILY LOTS: 438
T SIZE = 5000 SF , , 8. MINIMUM LO ~ s % f ~ ~ - f~ ~ !s ; ~ ~
. ~ f f ~ F~ , , 9. AVERAGE LOT SIZE = 7504 SF , , ,~r ~ ~ / , ~ ~ e~ ~ ~ ; ; , ~`J,; ~ ~~r % ~ ~ , e~ ~ ~ ~ r ,.m.n a ~ ~ ~ ~ t . ~
~ P RTY (S W1THI~f THE E.T.J. , 1 TI~IS PRO E ~ ~ 0. ( ) ,j . ! r/ , 'n! i~ ~ ~ ~ ~ w,FS- ~ ~ ~ - ~ x. ~ `~a u- ~ a~ ~ , 7. , c ~ J~ ~ ~ ~ ~ ~ r ~ a
11. INSIDE FLGOD HAZARD BOUNDARY - NO ~ ~ j ~ ,i i;~ l / / r ~s~ s~ 3 A~, ~ .we'Q ~ ~ ~ y~, i r ~ ~ 1 i ~ , q ~ ~ ~ ~ i ~t ~ ~s ;~5-~ - ~ ~ ~g~. ~ b ~ '1!; Y A\C / % < ~ ~ S e ~ . ,
~ 12. THIS PROPERTY IS WITHIN NEUSE RIVER BASIN DRA{NAGE AREA , ~ , ~ , / / i ~ - f i~ v'~ ! r-~^~ ~ ,:~q ~ . a e 8 ._U W
13. LINEAR FT, OF STREETS = 13,759 L.F. / 1 A . ~Z ~ o,, q~, v ~ ~y / j ~ ` ~`3 ` . M~. 7 'fic"°, . / ~ l.r F ~t ~ ~ ~ M~.'~. "T . . ~ . ~ \ ~ i ~.l~ ~ • ~ , t ~ ~ 1~ ~a a
~ - F-WAY 15.45 ACRES = 672 990 SF , ~ 14. AREA OF RIGHT 0 , r ~ L , t ' ~ ~"e ~ 3 ~ , ~ : y' r, ~T~h~1 r ~ ~ ~ 6 a'~ ~ ~ ' f ~ ~ ~ ' : ~ , ~~k. ~ ,k ~1:''~ ~ ~0" ~ e _
~ - 14.42 ACRES ~ ~ ~ f ~ 15. AREA !N OPEN SPACE REQUIRED i~ i ~ r ~ , ~ ~v.~ r f~ = ~ i r,,.~,`~ . '°3 . ~ p`~ - . : Y. •~°,i~'~ r~. ~.,8 . i ~ / N>. . V / 1 ~ ,t ~,f ~ .~~ra". ~ . ~ ~ ~'~g~ ~
; % ~ ~ r; 144.24 ACRES x 10~ = 14.42 ACRES OR 628,135.2Q SF i' , x g~ W . ~ i~ 'i;.~~ 1.~' f. ~+..a .ti` n ~l ~`'~~.5'' ~ ,~y~ I s^'~~~~~`~,.s` 4~ ~ ~ f , % ~ \ / V ~p.. t..., @ . t 7~ ~ ' / , ~ ' x r,rr
~ ~ V = 57.6211 ACRES = 2 509,973.01 SF ` r' , 1 6. A R E A I N O P E N S P A C E P R O I D E D , S'~ ~ ~ t ` ~~y~ ~ ! . ' a, ~ ~ °g,,~ ' ~ @ ~L / ~ ry ~ ~ p~".~.j ~ f \ ~ ~ 'r1 ~ ~ ' t~~1,..n 1`~~~ ~ ~ @ ~ ~ , :~r~~ ~ , ~ ~ ~
` ~ ~s _ / 1 P N SPACE QUOTIENT REQUIRED - 75 ~ 7. 4 E ~-~a ~ ~ % ~ ~ ~ ~ ~ \ ~ r f~ .s; , % ~ i' ~ , F ~ ~ ~ T, ' ~ _ ~ ~ W v , r~ ~;,o- ~ti ~
~ ~ ~ ~ - 1.57 LIN. FEET ~ ' i ~ ~ ~r ; OPEN SPACE PERIPHERY - 1799 ~ ~ / ,ti~y, ~ r ~ r~ ~~g~~~~ , ~a ~ _ ~ ~ ~ Q . ~ ~ ac,` . / iC ~nX~~ . .o + . i ' a ~ x ~ ~ ~°b
~ - 1 F 17 991,57 x .25 = 558.0331 ~ / ~ ; ~ , QUOTIENT PROVIDED - 2,509973,0 S ~ ( , } ~ , . , P ~~t; i / ;A ~ ~`~ti~ a' _ ~ ~ ~ { ( ,g l '4 Se \ i i ~Y~ -V ~ i 7 ~'"s~ ~ ~ ~ ~ U``, ~ ~x~° r ~ - ~
~ s ~ ~ ~ : ~ ~ s~~ ~ \ ~r a ~ ~ ~ / ~~i~ .f•. i ~ . .~:<,~"i.~ / n ~ ~ n: .~`V`~°~ d`~ ~ ~.J
18. UTILITIES ~ ~ ` i q,~ ~ , / - r . c` ``y`., S ~ ~ ,1:. W w
CITY OF RALEIGH WATER ~ `,a~ ; ~ ; , , ~a; ; , , . ~ i cs~, ~ ~ - = i~ ~'~z~ ~ ~ ~ j~ ~ LJ V 1 ~ ~ a~8ea„o r,/ , .~ri- - % ~ ~
CITY OF RALEIGH SANITARY SEWER ~ ~ ~ , ~ ~ ) , ~ ' ~ ~ ~u~' ~ , . . - g ~ ~ t~ ,:t Y : . 4 , ~ . r . ~ ~ ~ . r 2 0 . 0 „ . ~ ~ ~ ~ ~ ~
19. ALL MATERIALS AND METHODS OF INSTALLATION PER CITY OF RALEIGH. ,i / . ~ \ ~ f , .l . . ~ f ~s ~ ~~h^~ s~ - ~ ~ WT ' f q' , r" y _ ~ x q ~ ~3 ~i? y Y ~ p
~ ~ UGTILE IRON OR C-900 PVC. ' ~ ~ ' ~ ~ 20. WATERLINES TO BE D fr; , t ' ~ . ~ \ / ~ ~ ~~6 5 ~ ~ ~ ~.T~~-~ , ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ , k t ~a;; ~ - ~ ~ ~ , ~ ~ , ~
21. ALL SANITARY SEWER EASEMENTS TO BE CITY OF RALEIGH. r ~ 'E,~,'~ ; ~ , . • , ~ , ~~ssy?~~" ~ ~ ~ X x~~` ~ r, l1 1 q~' ~ l^ ~ ~ ~ ~ ' 9 .r ~ ~ ; ~ q~~
AINAGE EASEMENTS TO BE PRIVATE. 22. ALL STQRM DR , f% ' i ~ , ~ _ , , , ~ , ~ 'Y
23. PROPOSED MAXIMUM BUILDING HF_IGHT - 31 a~,~ TI N F SEWER OUTFALL LINES. ~ R30.00 , ~ (r ~ x~. i „ ~ ~ ~ v ~ 2 0 ~ ~
4. ALL SEWER EASEMENT$ WILL BE AC~UIRED BEFORE CONSTRUC 0 0 'J 2 ` / , ~ ~ ~ , , i _ ~ ~ ; R .0 ~ ~ ~ o
, i ; , .~~at
. , q4'.~~N Fr. S, k F ~ % ~ n ~ W i ~ ~ % ~ ` ~ ~ ~
f~ , ~ ~ ~ , . ~ " a ~ ~ ~ ~ ~ , ~o s : ~ e
ED PHA E sa,~ s PR P AE1 , ED PH ~ ~ PR P ~ - ~ ~~T ~ , ~ / ,f ~ n ~ y ~ ~ ( ~ r. p. , ~ f~,;>; ' , : ~ ~
~ TITY TAKE- FF ~,~~R~~~~~~% : ~ ; AN U f, , KE- FF ~ , ~ K~ - ~ ~ ~ V / ; ,f~;'y • : ~ ~ s ~ a „ ~ ~ ~ , _ . '4 a P ae~
l~ TA TIT , ~ ~ , ~ ~ _ ~ ~ ti " C~n j ~ i V ~ 4 ~ ~ S ~ .t.~ , ~ f ~~1, • b z•;~2 a= ~
WATERLfNE: ~ ~ ~ ~ " - ~ ' WATERLINE: ~ ~ ~ ~ . 3~ ~ j~ i' . ~ a.,~j r ~ ~
n ' % , e , ~ . ~ + ~ ~.u / ~x~. ~ , / ~ f ~ . ~ ~g '~k , ~ ~ i , -
12 D.I.P. 2340 LF 12 D.I.P. 770 LF J,, „ ~ ~ z, ~ ~ ~ ~ ; - ~ ~ = E , , 1, ~ /~n . ~ t. ~
8 D.I.P. 2115 LF F $ D.I.P. 21351 j JC.~` ~pc~ _ ~ ~ ~ ~ t, , ?
n ~ r' f~ 6 D.I.P. 495 LF 6 D.I.P. 0 LF ! % ~ ' ~P'+ ~ ~ ~ ~ ~ ~ r ` r ! ~ s ~ ~ ~ ~ ; ' ~ ' 0 ~ ~ ~ ,
1 EA ~ 4 ~ , F.H. ASSM. 0 ~ ~ ~ ~ ~ ~~~r 6 2 . ~
£ Y4~ F.H. ASSM. 9 EA ~ ~ - ~ ~ , ~ ~ : < ~ ; ~ ~ - ~ ~ -
P ~°`4 ~ ` i ix . ~ 0 ~ ~ t ~ ~ / j ~ ~ , " , ~
SANITARI~ SEWER: ~ ~ ~ ; ~ i' SANF~ARY SEWER: , ~ ~ ~ i' i a~ ~ ~ ~ " ' . . . e
: j ~ ' / i " 55791F , , 8 PVC Public ~ ' ~ ~ , 1 i ~~4,, , ~S ~
PVC Publi 38121F 'i , . 8 ( c) ; t : ; MANHOIES Public~ 42 EA . ,F ; f~ ~ i~ ~ U ~ a % J~ ~ s ~ .
I , NIANHOIES (Public) 20 EA , > y ~ 1 ~
~ T RM DRAINAGE: ' ` S 0 i ~ / ~'~g ~ ~ r ~ ~ ~ " 'v` , ~ ~ , ~
~ 11 • ~ f i~~~ ~l /X~ e ~ ~ 15 RCP (Publicj 805 LF ~ ~~U ~ ; ~ ~ Pc ~ / ' ' f 7 ~ ~ 9
TORM DRAINAGE: s S ~ 18" RCP Public 1207 LF ~ ) ~ f ~ <z - ~ q ~ ~ ~ ~ ~ ~ ~ , r ~ 65. 00 ~ ~ s~ ~
. ' ~ ' ~ 15 RCP (Publicj 1284 lF ; ` ~ ~ ~ ~w ~ ~ , I`
24 RCP (Public~ 1500 LF ~ „ 18 RCP Public 419 LF ~f ~,4~t ( 1 Qj / ~ , I ~ I;a. 1 ~ . . ~ ~ ~ ~ I ~J
30 RCP ~Publicj 1$$ kF , D~R,~ 24 ReP Pubiic 939 lF ~ ~ ~ G~` ~ ~ ~ ,0.,~~~T~ ,~~y,~ ~r ~ ~ ~ ~ ~a~ ~ t - ~ '`D ~ t -.~'3,~' i G ~ _ "
~ ~ 1 ~ ~ 36 RCP Public 911 LF . ~ ~ ~ - A ~ C'` ~ ~ ~ ~ ~ . ~ ~"`:~`aa ~ ~ ~ . V J ~ ~ . _ . c ~ ~ ' ~ ~a~~~ ~H~ ~~,y V/y ~ I- 9 w~ _ _ i ~`t
30 RCP (Publ'K) 520 lF ~R; w,'' ' ~ ~ i' ; _ 42 RCP Public 121 LF ~ ~ ; ~ ~~3 ~s+ ~ ~ G
f 1 CATCH BASIN (PublicJ 30 EA ; ~ ,,~~a;,~ , ~ 'a ~ `s ` , v ~ ~a~ ` ~
48" RCP Public) 108 LF IN Pu lic 2 EA t/~ f`~ - DOUBLE CATCH BAS ( b ) , , ; - ~ , «,i : ~ ~ r fA e. ~ : p
,1 A !N Public 55 EA ~ CATCH B S ( ) - T E~~~ . ~ Z - ~ d . ~ ~ ;r.^ d"' -~i"-_?~"i : ~ ~
~ . YARD INLET Public 4 EA ; r' ~ , ( 1 , ADS (PublicJ 1 EA . 4~ ~ ~ 1 J G~ r ~ "l u4l.a.L o~" s s t"i . ~ ~
FLARED END SECTION Public 4 EA ~ ~ ) ~ ~ ~.J . I L ~ ' k" ~ ~ J "d ~ y t~ ~':.va ~.~r' ;i ~ Y? 0.s` . 1.~ ~ ~ i ~ . ~ ~ " i - ~ i ~ , ~ f~ ~ ~
YARD INLET Public 11 EA - ( 1 ~t ~ . ~ ~ ,r, ~~;~r ~ . . ~ _ ~ . _
FlARED END SECTION Pub4ic $ EA f ~ ~ U J ~
JUNCTION BOX Public 2 EA PAVEMENT: f 1 J ~
26' BB 40' R W 190 l.F. Q ~ GRAPHIC SCALE ~ > ~
PAVEMENT: , ~ ~ . ~ ~ J t.~ d-
2b BB 45 R 950 l.F. r- r ) f( ` 30 0 15 39 60 120 W ( Z N O
' BB 40' R W 240 L.F. , , 26 31 BB 30 R W 980 LF. ~ ~ I ~ \J ~ ~ ~ , ~ m U I
26'BB45'R W 110LF. , ~ 36 BB 55 R W 770 L.F. ~ Q J Z ~
~ 3l' BB 50' R W 2195 LF. ~auuui iuirr~~ ~ ( IN F'EET ) ~ f~
~ ~~i Q ° CO ~N AR 1 inch = 30 tt. W _ : . J ~ ~ I
36' BB 55' R W 2330 l.F. ~ S~ J - ~ . Q W ~
s~ SIDEWALK ~~9a ~F ~ > U p~
5' SIDEWALK 4750 lF _ . F- Q = • ~ (n 0~ _ . 3 _ ~ ~
m 3 ~ ' ~ = z wo ~ •S UTILITY INSTALLATIONS AND OTHER PUBLIC W ~ N
~ r . E Q\~; FACIUTIES, INCLUDING SIDEWALKS AND HANDICAP ~ d~
I a ~o` T T ~ a,,,M M~~N~~,a RAMPS ARE TO BE CONSTRUCTED ON ALL S REE S
° L.OT & SETBACK DATA ~ 2o M~N. ~ ~ '~~irnuiiiu~uti+~~ AS SPECIFIED BY CITY CODE. TNESE FACILITIES DRAWN
z ~ 1. MINIMUM LOT WIDTH - 40' MfNIMUM HAVE BEEN APPROVED BY THE Ct~l` OF RALEIGH DRD AND SHALL BE SO INSTALLED UNLESS A CHANGE HECKED
3 a ~ - ' T WI TH- ' d o i 4 s~oP~=t /~r. 2. MINIMUM FRONT YARD 14 LO D 40 . „ IS AUTHORIZED BE WRITTEN APPROVAL. PUBUC
~ ~ ~ ~ ~ T INIMUM REAR YARD . , , 3. M ANITARY SEWER EASEMENTS ARE TO BE RECQRDED CBI S
~ 10" a ~ ~ ~ c ' ~I ° ~ ~ ° ° ~ ~ INTERIOR LOTS - 20' 7.5' 7.5 ~ a o , , I ( ) PRIOR TO FINAL ACCEPTANCE. APPROVED GMM
° ' ° ° ~ ~ a ° " . " ° ! 7" 4. MINIMUM REAR YARD I~IN. MIN. ~
~ ~ a ~ ° ~ ~ a ° ° ' e J a ' , a ' (EXTERIOR LOTS) - 30' SI GN ATU R E: sraRT ~a~
~ ' W - 5. MINIMUM AGGREGATE CHIEF ENGINEER JOB CODE
~ H „ ~ ~ FRONT & REAR YARD - 40~ NOT TO
_ ia 12 - . pi iRi ir. i irii iriF~
6. MINIMUM SIDE YAKU - 5 SGALt i l ~
w 7. MINIMUrt~ AGGREGATE i0' MIN. . TRRFFIC ENGWEER DRAWING
o , 60, ~ SIDE YARD - 15' No.
~ U ~ 3. 30n VALLEY TYPE GUTTER ~ UTIPLE CONSERVATION ENGWEER SD-1
~ ~
PIPE * _
LO
~ - 0

,
f i ~ ~ 7 t`I Y ~ ~ i P ~ r~ 6': 1` ~ V ^>,,j ~ ; ~ i + ~ f v ~ ~ ,.e~ v ~ ` ~ ~ l ( $l ~ / ! ~ ~ ~ t 1 ~ ~ l ~ f ~ f . ~ ~i ( r 5 ~ i y t ~ 9 )t~r~.. G~ ~ e~„ / ' l 1 1 f } ( I 1 ~ 1 ~r ~1 il ~ ~ i , f ~ '~,n ff~ f ~ i ~f i `~u aAy ! ~ ` ~,t'~,~, ~~t ~ 1 i~ t, ~ ~ ! ~ E t ~ ~ ~ A r t f , S .~~~,r ~ ~ f ~ ~ ~t ~ F j t~`~ ~ .i ~ 1 ~ . ~1 ( s + ~4 ' a ~~,s ~ti~ ~1 ~ ~ ~
. { ~ / q - j ` ~ / f~~ y ~ { t r li......_ _ l / ! / l L ~ / / 1 . ,1 l r V ~ ~/v ~~t . ~ ~ k { 4 ~ t1~ 't '~n , ~ ( I f ! ! ' i,~ ~n ~J! ju .g~`, ,N / f f ~ 1 \ , ~ 55 1 . l ~ i` ~ r l~, i ~f ~2 ~ ~ 1 t ~ ~ ~ ~ ~ ~ S~r~ v i ~ ~ -1 / ' ~ ~ ~ ~ \ . , 1 ~ i ~ ~ F 1 ~ 1 q 9 I 5 e y i } . ~ ,a t ~s ~ ~ t ~ t ~ i 1, i ~ ~ . S ~ ~ r ~f t , ~
1 ~ s T~ ? ~ ~ i dA ~r/ t' ~ r t ~ ~ f e: ~ - / F ~ r ° ~ ~ ~ L ~ ! / ~ ( ~'r' f ~ i ~ ~ ~ r ~ ~ ~ ~ a ~ G ~ ~ ~ ~-u ~ w~ ~ % ~ i ~ 1~ ~ ti ~ ~ i f~ ( r ~ a .-/r`~°r '~~~~v~~~``R~ S ~ i t 1 t ~ f ~'i, i ~ t~ ~ r~ 4 I j ; 4 ~ v l~ ~ ~ t } -y ~ ~ ~ l ~ ~ rrw,`~,~'~:'~~;~~ 1 ~ ~ ~ ~i r ~ ~ o t f` . , ~ ~ t' ~ U t~ i t ~ ~ ~ 1 l ~ , ~ ` ] l ~ . ~ ~ ~w,.'t 1 i ~ ~ j y` ~ I 3 ~ s . ~ ~ ~ ~i ~ t ~ 1 / ~ ~ ~i ~ ~ ~ ~ 1 - t ~ r^~, ~,1ia~~ ~ ~ ` ~ i ~ 4 i / } 's ~ , } ~ i V ° ~ ~ i i ~t ~ ~ .s'' ~ ~ ~ ~ : ta ~ ~e J ~ ;
_ ~ ~ ~ ~ ~ ` ~ f ~ ~-9 l ~w~~ . % ~ ( , f ~ \ ~ ;i 1 t. i j ip + ' ~ f t f } ~ r^ \ ! ~ ~ ' ; f` r ~ ~ 7 ~ t c.. ° ~ ? ( ~ ~ I ~ ° 1 ! r'~~ ! V `1 i ~ , `V ~~y ~ ~ ~f ~ 9 `~-.,~M~ ~ ~ ' ~ ~ 1 ' ~ ~ t ~ ~ ~ ~ 1 f ~ ~i" r'',' \ ~ ~ 1 1 ' ~f } ; ~ / f _ 0 . i~ ~,1 I ~ 1 ~ 1 t = i g J S 1 ~r'~ ~ I 1 I ~ / . . Y ~ " .l\~~k\.Z~sl v J i
~ ( ,`i i~'/ i _ _ _ ra•r ~ ~ S j ~ j t . ~ . V~~~`~ t 1 i 1 ~'j l ' /'',f , l ~ ~i ;k, ~;'"'--~'"~.,,•t~ ~ E 't ~ ~ ~ ~ ,,...,r`,- ~ ~ 1 1 ~ ~ t t ~ R i 1 j r ~ ~ t ~ s i 1 ~ ~ ~ ~ ~ ~ ` j i .~.,r^^`'. ~'1-~ ~ ,.._r.. ..,.r , ~ ` t\~ i ~V~~ ~V fA h ~ ~ ~ t 11 ~ V` F\~ ~ ~ 1 V~~ .4, ~ ~ 1 t i i i ! F r ; '1 a- ~ 1 ~ ~ ,r` ~ ~E \ 1~~ ~ i ~ ~ 1 3 i f t L~~ ~ j 1 1 ' t ~ 1~ i I v i 4 f~ ~ ,,,,*"'r ~ 1 V'ti ~ / ' t \i A'~ v~ A~ N N N
~ , ' ~ - ~ ,l ` r'~i ~ ; . ~'--t. _ i ? ~z i r.--°. i a ~ ~ ( " r ~ti ~ ~1 i . ~ ` ~ i V~.'~,,~ 4 .1 ~ j i ~ iti , . % r ~ I~f ~ rF /f 1 l`~' ~ t ~ f f i r i"; ; i" i~V +1 1 ~l ~ ~ . i ~(1 \ ~ _ '`-b..,.-- t J I i . r-... ~ , M'°' t '1A ~ A . ~ . . t , ~ i Z , ~ } . f 1 ; j , / f ~ ~V y '1 .A~.1 ~v \ ~ [ ~ ~1 j ~ ~ ~ ~ ~ ~ ~ ~ ~ f I ~ ~ f F 1,~~ ~ ' \ ..`r,_. _ f % t r i j ~ A V , " 1 ~ ~ ~ \ . _ U r-~ r . ~ ~ . t } i. ~ i i ( ~ ~ i ( ( ~ r,. 1~ t~r 1 ~ ( 'ti ~ , I~ , ! C ~L. w X
~-.~~1~ 1~~A ` x~ ~ r ~ / . , ~ ~ t ~ r r! i 'a~1, t 4 1 1~ / ! ; S9 / ~ \ . A~' ~ ~ ~ I , ,,~f d f ~ ~','1 1 fJ r I ~ i r ~F I ~l ~ ti. J,~ ` r / ~ ' / , t ! r _ , ~ - f j i ~ J~ 4n ~ ~ l ~ ~y \ ~.~~~~.~~'t ~ \ ~i i~/,?,~ s r J; a ( 1 ?~~,'f t/ r~_ I ~ f ~,a r • ~ , ~'ti,. ~ 1 f ; ~ ' , ~ t ! ~ , v./ r~A ~ e ~ 1 1 S ~ ~ ~ ~ , ~ i ~ ~ ~ 1 j ~ ~ ~ . ~ ~ ' ~ ~ ~ i ~ i I I~ ~ "`r. i ~ ~,i'~ 3~'~,A."~\~1M,,°.•~ Q ~d ~ pt --y 1 f ~ N O i,.. ti ~ ~ f ~ ` ~ ( ~ ~ ~ ( 1 - ~ ~ I ~ ~ , } i . ,i ~~c_,` . ~d~-,.,., ~ f ~ ~ f ~ ~ . p`Fr~: ~ ~ti ~,,~~.-_a . • ~
` ~ \~ti'^ ~r. '/,i',.'' ' ~ r /~'r- _ ~ ' r I ; !,~,~r i , F ~ ~ ;'l ,,.~I ( 1 1 G~""~"' ~It ,~l ~ '~t~ ~ ~ ! i I . ZV ~ ' \ \ ~"ti. \ ~ f ~ ~ ' ~1,~- ~ ~ ,.~~,,.i f ~ ~ r'~ ~ ~ i , 1` f ~ ~ ,1 ~ , ~ ~ . ,~.-'.~=.-;,r~ ~ ~ ~ ~ i ~ f,...~ V ~ t ~ ~ ~ { ( ~ ~.'z ~ i i ~ 1 ~ ~ l ~ . 1 ~ '`ti \ c'""~ - ~ 1~. A ~ _ ~ ~ ~ ~ ! i ! ` ~ f " ` ~ # ~ 1 1 i . - r s ! ~ i ~ ' . _ w ~ , ~ ~ ~ - i I , ~ ~ s \ ~ ~ ~',~~A~ p r j{ M j E f ; ~ 3 ~ t ~ ~ ~a ~ / ' , ~`'ti ~ , ~ ~`;`ti ~~'V ~ ~\t~S ~ ~ T Y ^
. \ V li ~ i 1 ' /1~~~~ ~t 3 t ~ ~ 1~ l~f~? j V t ~ A~~~ v ~ r:~~ f~ ~ ~ ! 1 i' ""i l~~ ! r' 1( i t 1 r j; y ~ ~ i ~ 1/~~ l ~ ~..i t~l r r'J ~v V ~ 1 1 I ' ~y 1 r ~'"w. ~ r i ~ . i ~ ~ t ~Ir ~ ~ ~ ~ ~ f . ~ ~ ~ ' _ _ ~ i; ~ j t" ( ,r ~t i f /j ~j' I t 1 ~ ~ ~ N i ~~r . ~ t ! t j I i( i . 1'. j t f t • v..~ ~ t ~ ~ %y:~~~ ',l~ V 1 ~l! I` V~ y 1 I ~ t i ~ ~ { « { ! j i ~ ~ ~ .A A ~ ~ ~ ) ~ ~ ( ! ~V , ~ i 3 ~ ? E ' i 1 ~'\y\ ~ ` C ~ N ~ i k 7 l ~ ° i ~ ~ ~ 7 , ~~7 ~ ~ / / i i A ~ 1 ~ ~ t e l \ ~ / ~ U
\ ~ ~ ~ .,1~ : 1,~ ~ ~ ~ ri ~ ; i y ~ ' 7 1 ~ f j ~ ! t f ~ ( f~ ° ~ ~ ~qt~ ~ , A~7~r ~ ~ s ' dt f7 r' S ~ 3 ~ ? , .,ti `~a9-- t f / f r I , r `:'V . ~ t ; f . . s 1:~ ' ` ~r 1 .I~r j .~i ,r- ~ t .'4 ,r ~ V ~,,n , 0'w / f/'' f I t i~ , r1~! . t c"R;.-..A 7 ! s ~ ; ~ r"~ ~ 1 i ~ ~ii. /1 i f'' f _ ~r~~, V~ r I } ~ ~ 1 1 . ~ , l~ I .Y~ ~ % i j~ . . ~I `l. ) ~ 't ~ V A`ty~~A. ~J N N CD I ~ y _ ' r t z ~ ! ~ ~ ~ ' ~ ~ ~ ~ i1 ~ ~ ~ t z; ....~-~,.e,~ ~ ~ / ~ ~ 1 ~ ~ ~ r \ ~ t n is-~} Y ~ s ti~ _ l Q ~ lD O I ~ t r ~ ( ~ t 's ~ t ; ~ I ! ~ ' S 1 t i ~ i /','~~r ~~5.. " / ,r j ~ y w1 ~ ~P , , ~ t j t ~ `i l'~~`, ~A ~ (n - U I I
~ \ ~ t t' f ~ Ji r% t ~ r i r'n"", i, 't , ~ ~I \ ~a 4 \ ~ ,~'f~n ~ , 1, ~r „r~ ~ 'r ~ ~,'`y~~ ~ , ! ~ i ~.-..A~, s, 1~,rr ~t V A ` q4^,.,.. .i ~ i ~ i' 1 / ~ : ; r . ~ i ~ i i ~ . ~ ~ i i ~v ',~^ti ~ J j ' l i~ ,~J ; ' . i~ ~ r ~ P t ~ ~ 7 ~ ~ , A r ~ 9'~~ ~ 1 ' t~ / ~ ~ ~i 1 ~ j f ~t, f '~,.~1 ( ;1. ; ! , ' ~ ~y ~ ' ~ `Z.f' ~ ~3 P j~ ~ ~ ~ -...~.1 ,j,.r l , ~ ~ 1 ~ ~ , A~.... .,~~f . • l .~~,2~ - . m ,,11,~ r ~ • ~ i . 2r1 's. , 3 ~ i I t ~ ? 1 i ~ ' 4 i , + i ~ ~ ~ , 1 y ~~1',~ ~ ~ . ~ ~ ~ t ~ s ti t~~'s ~r i ~ i ,~P V`aV~~~ ~ ~ ~ ~'S Z I`~ c0 33a ~ ~ ~ ~ ~ ~ r ,w i` i ~ , f d~9`~ , ~ ~ t( f,~ ~ 1 ) _~s ~ f`'
~ . ~ 'ti~ ' _2 1~'~ ~a ' ~ ~ , ~ r , ~ / ~ i ~ _ . C 1 ~ i i ~ b ~-,F " ~r~,; f^' . '*,~'S_A~ i r ~ : 1 ~ ~ ~ 1 . . ~ . ~ ~ , , ~ ~ .'~t ~~w ~ •~1 / ~ i ~ ' / ~ ~ { ` p ~ r ~ . ":i ~ f ( ..t `~~~;4~i ~ ~ / ~ ~ t i 1 , 32~ 1 . . r~f ~ ' ~ j r / r ~l .r'° ~ ' , ` ~4 ''v ~ ~ ~ ? / ~ I , t E ~k, ;4 ~ f,' Y t ~ n, ~ I 1 f 11 i f ~ ~ _ \ { ? I ~~`~s. ~ 1 ~ ~ I+~ i ~ ~ ~ ~ t t ~ ~ ~ , ( t ; ~ i ~3 a ti ~ ~ , N ~ 2~J , $ t ~ I ( 1 's i~ ~ i ~ . t ~ l'~ 1 AF ~V l 1 ~ { ~ i 1 ~5~~ ~ 'y ~ 6~ (n ~ 3 1 a ~ 1 1 f ~ k..~~ ~ 1 ~1 ?1 ~ ~ ~ - ! f ~ i l , ~p~~t . ~ ~ ° I ~ I i ;5 ~ ~l 4 Q C d' y ! ~ : t' L . ~1 ( ~ 4 ~ ; j ~ ~ " , ,i i /,p"Qy,^''~ i j i , J 1 J \ . . - ~ ~
1, ~ 7...,~ r,.., i`~ ' . 1 r 1 ! ~ i ar, ~ ~l r i~,. ~ J; ~ 1 y ! . ~ ~ ~ 'A~ 6 ~t ~ - ~ ~ 1.., a`'~ r ~ ~ ~l. ti t ~ - 7 , ~ ~ ~ V - .i~ ~ y ~ 1 ~ t V I . ~ A t ~ ~v fr' r" ~ ~ . ~ ~ ~ _.r,--~°" ~ .o ~ ~ ~ ' ~ ; ~ 1 , A i ~'ti ~ t i'~ iF ~ I ~1. ~ a't~~ i~ 1 ( V 1' ~ ~ i f , ! ~ ~ ~y ~~c - ~c ~ ' ~ ~ ~ j~ : r ~ / ~y ~ ~ ~ ~ ~ ~ ~ ~y ~ti" i t ~ t ~ ~..`r t~ 1 ~ , f ~ ~ t 1 ~ ; 1 1 f ~ ~'s ~ N Mt, t , ~ ti 1 P . ~ ~1 .V~ ~ ° i~~ ' i ~ ~~~4, ( "A.~~, . N~-d r=._.,--- f , ~ ~ - ~ , 1 ; ~ ~ ~ rr S \ ~ ~.1~ _ rn ~
/ f v ~i ~ . ~ ,..r-r-.'~f,l~~ ,i` i t ~ 4 r ' ~ 1{ C f, . ~ V ~ °1 ~V ~ ~ f t i l 1 1 ~<<' ~ f~ ..._--,.ti ~ C ~ 1 f P^* t-r , I ! ~ ~ ` •l ~ ' ~ O =/.i + ~ ~ ~ ~ O. t t ~ \ < ~ - r, JI~r3 ~,r / E : / , t O_ ~ ~V ~ j_., t l 1 ' i` ~ i ~ i , ~ 3 e r _.J~ . _ ~i~ e / ' i f ! 1 ~ ~ y- f ` r-"'°./ f,~ . ~ ( 1 [ ~ r` A.'`~.. ~ , ' ~ ' ~ f 1 / !r % ~ ~ ~ t ~ ~ ~ I 6 ~ ~ --'--y i'~1 ` 1 ~ \ V 1 .y.1~~~ ~ ti ~ ~~V ~ ..r'" _ .W._- ~H~ i Q~ \ ~ .e ~ ~ ~ ~ f, : ~i ~ ~ i ~ ~ ~a, ~ ~ ~ s- ~ ~ , ~ , ~ ~ ti~. f . ti~i`c 'G, j"~.,„(~.,.,~ / _ ~'1`+ i~m ~ ~ r ~ i f J i ~ ~ ~ ~ } ~ ti C ~ . s; ~ ~ c , ~ ~ V ~ ; ~ ~ ~ i m~ m ~ `~,e- ~ " `ti ~ ~ ~ ~ ~ ~ 1 q U ' ' % ~ ~ r ` ~ ~ f r '1 i ~ V - ~ ~ ~ ~
( t , , , , ~ . ; ~ , , ~ '~t 'r ~ i 'ti .L v`'~ _ i~1~~ ~ I i ~ 't~~',. ~ ~ 1 l !r ~ + ~ijf 4 1 I ~ ~ . . ~ 3 . . ~ '!f ~ ~~i~ ~ , , ~ ~ti ~ A ~ ~ • r^"'~~.> i ~ i ~ \ t ~ ~ ~ ~ +~,~,M ~ ~ i 7 ~ i t ~ ~ , . , ~ ~ ~ . t ~ ~ - % 'li' l 1 r ( { ) ~ ~ ~ m ' V i , i~~ ~ , \ ,,`w ~ j~ t ~ s f i i i 1 ~ i 1 ~~V ; , ~ r.~ ~ , ' ~ ~ . ~ t i s ~ A t t i ~1 ~ ~ ~ ~ iT i ~ • \ ~ ~ ,.,,r„i ~ ~ 7~ ~6 ~9 } ~ D' ~ ~np ~ 1 ~ /1' / ~ ~ ~ / r~ f ~ ~ y ~ ) t Y t ~ ~ _ C11 ~ ~ l ` ~ ~j ~ W.,,' ~ ~ ~i ~i ( t ` 1 ~ C 1 ~ ' ~ '
~ , l l t i / ! ~ ~ ~ _ t 'V ~ ~ ~ ~ ~ i ~ A~ A ~ 1 1 ~ ~ f ~ ~ ~ . A A a ~ ~ ~ ~ y .i ~ ~ 1 ~ ~ ~ ~1 A ~ ~ . ~ ~ ~ ~ , V'~.' ,~l"._ ~~t ~ ~ ~ S f ~ ~ ~ j 1 V ~ ~ \ , , ~ =5 ~ 1 ; . . A~ ~~`"k . 1~ '~iQ . , ,'J 9 ~ ~ / , ~ '0 ~Y,~ y?'~/rA,`~~ . ~ ~ ( ~ ~ 1 i ~ ~ C t` 1 i ~ ; ~ ~ ~ ~ ~ - ~ ~1 .r--',. ,.a. _ , , ! r 4 ~ ~i. `""X f! i~ / } 1 j ~ ~ t ~ ti ~ ~ ~ Lil ~ ~ ~ 0 ~ ~ ~ ~ "3~ ~ , ' ~ 1 f ~ t I t ~ \ ~ ~ ~ ~ ; t ~~`ti.. ~ ~ ~ . ~ ~ , E~ 1 ~ ~ ~ P ~ ~ ~ ~ i ~ I t ~ i f4 I
A ~5 ~ p } ~4. " ~ i r '`w, i ~ ~ ~ ~,.r- ' yv/ °tl~~"_",1~--` ~ Jf t ~ ~ , ~ ti' tt , : L 'w..~ ~ _ t . ~ l„ rF { : 1 , ' `1 . i ~ ~ 1 r , ~ i ~ " ~ ~ c~ ~ ~ ti ~1 'l . ~ ' ~ . ~~j ~ ~ , S Ai i l f ~ ~7' ~ ~ f 1 ~ ~ S t ~ ~ ~ ~ v ~.A ~ `'0 . _ r ~ ~ t ~ ~ ~t*~. ~ -.A . E ~ O 1 E a~ i f J c t 1 ~ , V'` \ i ~ ~ V~, ~s~. \ ~ ~j , 't~ ' i j ji j ~ 1 ~
~ t . i ~ ~'^xr~ ~ \ ~ ~ ~ ~ ~ % ~ ~ 1 ~ ° ~ \ ~ s V ' \ ~ `1 ' i_ _ t ; 1 ~ ~ , 1 r i ~ L,. _ F , ' ( ~ f i ~ r ~ ~ h ~ i ~ ,i ~ ~ , R ~ . 4 . ,,~ti , ` ~ , : , 7 f ' ~ ~ f ~t , . ~ . . ~ ' 7 ~ c2~-.` t , 1 ~V 't ~ \ ~ i i ~ ~ ~ . . ~ . , ~ ~ - ~ i \ ~ t i r 1 V` ~ 1, ~~`-v ~ ~ ,`~i ~V ~'O ,~,t~(~ e'6rv~ i~ f ~ ' ' l f~ ~ j ~ - ~~t ~ .1'.`. ~ l , A ^ , ~ ~~t~ - ~ ~ , r " ~ ~ ~ ~ ) ~ t I f i ~ V ~ ~ ~ ' ' "°~'•\'5,, ~"w `'a;A~~ ~''r.. ~ O d° ~ ~l ~y~ > ~ ~ 1 ~ ~ ~ f. I ~
. ~ \ - i ~V ~ =t~` f ~ ~ i t .'in a ti..--~ f f 7 t j E i ~ ~ ~ ~ \ s? ~ ti ? i f . ~i ~ I ~ f ~ [ ~ ~ ~i , 1 , ~ } ~ t l "v~ ~ k i~ 7 / ~ h ~ 5 ~ ~ ~ ! t ~ ~ t ~ , , ~ , . ~ . ~ -kJ, _ V ~ V , ' . '."g i ~ ~ ) ~ ~ ~ i 'a ~ t n , x~~~ _ , ; , ~ f I i f ~ 1 ~4,~ 1 i ~ ~ . y~~~'y~ n~;~~ , e.'`~~ ``~A`"Y. A`ti 7 i 6i ~ ~ \ ~ 3 ~ ~ ~ t ~ / I ~ ~ 7 ~ ~ ~ r ~'C~~.~ , b~ ~'wa,. `W~^~... ~ti,,~ ry ~ ~.d . ( ( ~ ) J . < ~ ~'~d- ~ j . , 1 /r` j ; ~ ~ ~ ~J`l ~ ~ ~ ~ `t'~ .`t~ ~ ~ . . i ~ ~ ~ ~ . / ? k~ [ ' ' i` / 1
` y vd ~ j ~ 1 ~ c.~ °al { ~ ~ i i, o.. ; , ~~e---- ' . ~ i ~ } , ti > `~w~"; A c?t~ ~?'7 1~- ~ ~ i r; ~r i ~ t ~ / ~ ~ ~ l 1 t ~i,. C~ ~ ~ y ~ ~ ~ 0 r ~ i } ~ F ~ ~ > ~ / ~`'r 'ti t ~ 1 ~ ~.,~1 i r ~SI J+~, V~ 1 ~ j' t ~ s`~.. g~,'}`~;A ~~t 1 ~l f ~ a ~ ~ G~,..y i t t
~ , _ _ ~ ; ~ . .4 ~ ` ~ ~ r. u- ; f ti _ 1 ~ i 1 ~ ~ ~ r t~S`t " i . A, ~ '~-ti~ - - _ _ ' ~ 't , ~ , ~ '~r ~ ~ ~ E ~ ~ ,.,;,v f ~ e, . ~ ~ ~ V ~ r` t ~tit )r } ~ ~ i ~ S t ~ i ~ t ~ 1 ~ _ ° A r~ ~ A ~1 % ` i t , , w._..., r ~ i ~ ~ ~ t~.' t s e~~"' ~ - l . t i f t 1~ j, ! I 2. ~~y j ~ I~ , ) ~ / . 1 ~ I ' ~ ~ 4 ; / ~-1j ~ , ~y \ ~ ~ `~.Qt~ . ~ c~6 0 . +1 ~"~`°y lif ~.V/ J 1 ,S ~ ~ ! } J~ f 1 ' t ~ W ~ ~ FY a.~ ` r ~ `f j ~ . _ . 1 ~ ~ :l~j I~' ~ '~i (~9 ~ {y q ji 4`. ~ ~ ~ ~ ~ ~ ~ `r
S ,l , - . a ~ ~ . " ! r. ~ \ . 1 ~ ~ \~E,-- E . 3 i 1 ~ 1 i'~'1 . . ~ ~ \ : , ' . . . „ ,e, t ~ 1 ! 'o `y _ z ~ ~ ~ ~ ~ f ' ~~~i ~ 1 ~ r 1 , ~r ~ J i ~ i ~ ~ ~ ~ j r~ j t < < i ~ ~ ~ l ~ ? / V ~ 'a ~ ~'J 7; ~`4 . ~ ~ i 1 ~i ~ ~G ~ ~ ~ ~ r ~ ~ ~ ~l~''~~-'~~ } ~i~, r ~ ` ~+'ro ~ ~ ~6" ~1d~ ~y ~ ~ C~" `i ~ ~ e t'' ~~i ` ~ ° ° ~ ~ ' { ~ ` ~ ~ ; . ~ ~ ~ ' i f i % i + ~ r ~ ` ~ J ~ a i x , , h' (S? c~ ~ f F~ 7~ \3 ~ \ ~r I~ ~ ~ f~~ ~ 1
. .F ~ 'ti. , 1 / . F"""-^' ~ ~ ~ V ~ti.. ~ \ ~V ` ~ ~ ~ ~ ~ A '~'j ~ ~ ~ 1 / ~ ~ ~ ~'r 4. i ~ . ~ ~ ``~i--'i`, ~ \ ' ~ ~~r.._ ~ ~ ~ t s i V 1 ~ % ~ " 1.,,~ , ~ ~ _ ~ -q \ i , ' r ~ : \ i,..: ^ ~ ~ ~ ~ ~~o ~ _ ~ ~ 1 ~ ~ ~ ~ I ``t ~ i ~ ~ i k~ ~ ~ i~7 C" C~ f ~ ~ ~ ~r~~ t ' ~ ~t ~ ~ j~`w:--`-"'".~'"~-- / r~ ~ a ~ ` ! / ~ ~r` ~ i , i ~ I ~ / ~ ~ 1 i dJ i y 1 y .~'.4 i ~ V 1 i,,~ ,.."5° ~ ~ ~ ta°",,. , 1 i ~ ~ ti i r
~ ~ i ~ V ~ - r ~ . r S y,~ ~ i 7 ~ ~ ~~i , ~ ~ ~ " ~ ~ ~ \ ` ~ r I ~ ~ ~ A~ ~ ~ T ~ ~ ~ '_A ~ ~ I ~ ~ ~ 1 l . . y` - y 'y.'~ ti, 'V ~4 * ~ t " ~ t. .t ~ A ~ ~ ~ 4 ~ ~ , ~ I f n f ~ f~ ~ P~m 5 / ~ybi ( ~ ~ p ~I ~t~ ,1 l ~i ~ ~rr l ~ I ~ s ' ~ c~'; ~ !a~ A-~ ~ +sa~ f° ~ / k t ` ~ , , ~ ~ ! ~ . ~ . ~ ~ ( 4 t t . / . ~ ~ 4 J ~ V' ~ ,_,.,d"\ -^w" ~ , t l j ~ . ~,r-~, l f t ~,~,(~~,i ~ . i'~ ~ ~ I !°1 - .i¢~ o'fi'"~ . ,.a ~„-^t ~ 1 ~,N^~' _J r" ` t 1 ~
i , ~ ~ l ~ . ~ '1 ~ ~ ~ ~ i.. -~.,r _ . .l, ~ A ~ ~~"~'t ' i ~ ~ ~ ( ~ ~ % ~ , ~ `L "`---•--r`' j`i -M ~ ~t,. ~ s ~1 ` V t~ ~i i ~ 0 ~-,,.w.?ir ~'i ~ ~ . ~ ~ ~ ,p~ ~y~.A~ 4 ~ ~3, j ( } ~ ~ f IW I~"'' C~ Y 7 ~d i ~sa t~,q ~ 'l~ i Y't ~ ( l~ [c`( ~ r 1 ~'r~ J ~ ' e/ , i ~ r'~~' f~ N1'~,./~ f r/ ~ 7 \ i t 1 1-r7 ~ : %~t / : P°~ ~ " r ! S
1 ~ ~ ( - ° `•~ta- [ / r~t i i - v. ` ~ ~ 'i ~ ~ ~ ~ °~a~ \I ~L~. _ ~ . " ~i '7 ~ f r_+'-•, ~ r ~ ~ ~ ~ 1 ~ ~ I t r t ' 4 ( l ' ~ ; i l ~`~,J ~ f 1 i ~ ~ r ) . ti ~ V '4 `i a ' ~ _z% i . ~ r ~ _ ~ < \ ~ ! dg~ ~ /~f/' S,7 C;~ - f ' ~ ` ~ ~ ~ n~~~~ ~ ~ ; ,r ~ / ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~l f`~ i i o~`',~.' ~ c `a~^~ pP i s'°,.,_.,-~ ~ l , i ° ~ ~ ~ , s t~ ~ t"~t~ ~t',. , W ~ ! . ' ,7 ~
~ ,,,i' 1 E f ~ ~ ,~~-..,..,e ~ ~ I 3,tF~, -.tie" ~ ~ ~ j"~ I au r I ~ 1 1 t ~ ~4 ~ C-,- ~ ~ ~ ~ 1~ ~ A ~ 1` ~2 a ~ 4'1 "y 1 l6qS' ~ t ~ ~ ~ ~ ~ ~ ~ I'~ ~ `1 ~'~i t ~ , ~l~/ `a ,~ap~, ~n ~i H~r \ ~ / j ~ ~ I~ i~..-""' i E. ~ t ~ I t! u f l i ,("V' ~ J 1 a$'F ~t ? A\, ~ j ~ ` / \ ! ! % / e1 ~ 1 i ~ / ~ ~ f yY~ ~ ,~i~1 ~ / gE ~ r ~ ~ ' xy,p ~ ~ ~ 1 1~"~~ ~ ~ ' a '~1 ~ ~ i j i/ r`` s'_'"'a \ j ,l [ ~ ~ : ~ ~ , t ~ ~ / 3 ) 5 l ~ ,t ,
~ ~ i ~ - ~ f ' ! j ~ ~ n~ ,f' „a~ i 1 ~0~/1~ ~ ~l ~ ~ ~ \ ~ ~ ~ ~ \,r-r~ ~ ~ t 1 ~ 't ,,,7 1 ~ I / 1 ~ / ~ { ~ ~ i ~ ~ ~ ~ ; , , - . ~ t k . ~l . .-r^", . ~ ~ ; 9. j 1` , , f . ~ ~ - y i ~ ` r.'' '~,y _ f ' 1/ 1 ~l` ~ f .'1 ~'7 ~ ~ ~ ~ p / / ~ " ~ 1 i I t ~ ~ ~ ~ ~ i I 1 ~ y~t o° ~ f ~ l i ,~`r,'`' ._...,--~'"~„a .r , ~ ~ ~ ~ t t ~ ~ t - ,~~c-^-' ~ ~ ~ - a~ / ~'r~ @~ . `,QOS gp A ~ r f ~ r~` ra'SS`~~.~.,...- ~ :,'~--~^..-.--Y~..~i a P / ~ ~ ! f ~ ~ ~ ~ i~ ! j% ` -
~ i r -y-- r , , x ~ w. ~ 1; ~ ~ , 'a"~ o~-' P i t ~ ~ ~ , ~ , j . r"" ~ ~ % ~ j ~i`-~ i i, r. ~ , / .S'~' ~ / i' ~1' ~ ,p~g;' ~ ~ b~ i 7 ~ ~ ~ ~ ' . ~----~-r ~ , F ~1 ~1 ~V ~ P r d-~ ~tf; ( ~~~c ,~i ~R,` ~ d ' ~ ,f` t I ~ ~,F' sr';,,~ ~._.,Y' ~ i \)2 I ( ~1X~~, { y.,,~ ~ a . ~ nx u"\ y..4'"' e ,,,1^,-~,:,N ~ ~ , `k~a`~'11 f f ! ~ ~v . 4 Q' ~~^1 2 n n ~ 5 ~ ~:Z \ y F' : e~. ~A t ~ ~ i J `,~,..~%J,,.,,....-----Wa
~ ~ ~ i ~ ~ - ~ ~ 4 C"' ~ f i' l .-_r~ ~ ' . ~ 7 ~ " ~ I ' 1 ~ ~ '~E~ ~~v~ s p ~ ~ ti t , t~~"'`~ ~ y 'l ~i , ' ' ~ t ~ ~ F 1 ~l'v ~ = ~ ~ / a9 ~ f~ a i t 1 ` 1 ~v~ Ye ~ ,a _~P . _ - r~° i r 1s ti c5 `O` ,~0 2;4' ~ ~ ~ ~ ~l. ~ ~ \ ~ ~ ( ~ ~ ty . ~ & , t, / 1 v$ ~ 1 ~ ` .v,,,.-'' ~ y-.. ~ ~ ~ ~~t ~tt~j ~ ~ ~ °l, `A~,' ri,'' + i ~ ~ , k ~ j ~ ~ E-~.,._.., r ~ .-^->-r"'(9305 .~l ~V ; ~ ~ ~ i ~ ,bi« ~2' , i ~ j r~ -~^'"r' fi
- . 1 , y r ~ ~ t' G~ .l>' ` `V ~ ~ ~~~2b3 ~9~3 ~ 9~~i~` Fti~ ' ~ a ~",s . 1 i .~.L 6 ~ ~i i ~ ~`:Q f1 ~ ~ ~ r ,,Po i , r' ~o , ~ ~ ~ 1, ~ ~ ` ~ ~ ~~4 ~ t ~ a~g ~ ) 'r ~ ~/~~.Q ~F~ ,t`Il~f;f~y t ~ ~ ~ i~ , ~ ~,l s~'~ ' ~ K~^ ) ~ ~a n J J , r ~ (~1V ~/,i! ! i ~ ~ ~ , , 's 4 / ~°~,sa' I, ''~~~,"'~~r`",
"1 ~ i I' ~ d ~~h 1 E~ , ~ r' oo,+` ~ r ,~r' I~, ~ A,~.~ `v ae ~ ~ ~ . ~ . t ~ I ! ~1 ,v' ~ ~ F -....A 6.."'~'~,."-i r..a 9~1,...- { l r V~~ 2 , ,2r" ,r ~ d'Sn' t 3 1 e~ `6,..' ~"J~. , _ i ~ i ~ 1 i~ j 0 r ~ ~ a J , ~ ~ , '-~a 'l ~ a ~ ~ '~,.J ~ I ! r . i , I i ~ Yd~9`d' ~~J`~ J P J~~f ~ 1 / + ~ e,' ~ ~C ~6 ` \ ~ ~ `s ; ' 1 ~ ~ l ~ .r ~.~rP°°`° 1 ~^b ~ i i ; ~ - ~ ( ! t , ~ ~ Y a ~ , r ~d j r ,r'".--~~ ~ ~.,,,i 'v' ; ~ ~ J ) 1 j 1 z ' ~ i~C ~ i ~ ) i 11 ~i~/'.i ~ ~ %
~ t ~ ~ { 4~~ ~ ~ ~ j / ~ Y ~ 'V~~2Z ' S .k ~ ~~~nccPO~cpa t ~ j ~ ~ ! ~ e ~ ~ . ~t t \a { ~ ~l r' ~ r l~ _~50 5fL` os . r,,' ~ 5/ ~ ~ ~ ~ A~ p ya t ~ 29 g } 't i ~ ~ t ` ' l~ ~ ~ j~ o ,/~J`",, qn, „e~--- ra 1y ~y a~~ ~ ~~'`~6 ~ A 1~ ~ . ~ ! ' 1-°'~ ~ I i e„~ ~ f sa a ~9`r` ~ ~ R~.~~ ~ l,j.,.,~ ~ . ~ i~ _._1 . 1`, . / ~ ~ ~ ` 1 :ry ~ ;ar"~"' f~ i l ~e l~ J l 1~ ~ ~1 ~ I ; t ~ ~ ~ ~ ~ c' 1~ ' . /°a , q t '-4 ° ,ii~' ° e" \ ~ f`~/ J "!'~'a / , Q~ ~ r.. ' ~ i . f'. ~ (~7~ t .i r ~ o., "r~'~ o~° ~ li 4 1~' 1 ~ i'~ i ~e`~ V~~1. ~
: r . 5 , . 6r , . ? n / V l~ ~ l ~ 1 ] ! v~ ( ~ ~ ~ r ~"'i ~vvf ~ . r-. ~ I 1 3~ ,~l )C, i, b , " 1 ti ~ ~ i i ~ ~;s~`n~ - s° ~ ` a i,'~ a5 " 5~ ( a ~ i ! t ~ti i i5 ti ~ ~ fl i ~ ti k ~l 4 ~ f ? l J'. i L ~ ~b ~ ~ ~ ~ t a 1 ~ { ~ t t I ~ ~ ~y; ~ >r a ~ ~ 1 ~ ~ ~ 'a~ S e ~ y ~-_.t- f ~1~~
, t t<<. > , a o 1 s o~ a ~ ~ ~ ~ E t fi ~ ~ ~ e ; e 9 o s 4 ~z, , 5 ~ ~q., ' e2 ~E t~; ' 1 ~ ~ V ~ ~ ~ I 1 ~ i ~ 0a" f 4q ti ~ " 6 , ~ \ ~ j 1 ~3 ~ / ~ % ~ ~ ~ ~ ~sy r:%~ 9 i eP~` ~ ` `t'' y ~ ~ 1 . ~ a k ~ < 5' ~ ~ ~p~'.! *~d A ("~~"J jr~ /t po~' /I ~ ~ ~ , , ~ ~ t ' ta ''r i ' `F A ~8 i ' ~ \ }~j , ~.~A ~1 ~ 'Lf f~I ( \A~`,. ~ ` ? P`.' ? ~ ( / ~ i ~i ~'i + j` ~ ~ ~ ~ ~ `A ~4 °~b ° ~ ~ - ,~a,~, ~ P~~O ~ ~ ~,;.,~:,,r~.``-~, ~~,I~ i t A~,A
j ~ y, ~ J ~ , ~ ~ oa ~ ~o~ ~ ,qo ~ ~0~' ' ee tti ~ ~ 3~ ~ a _ ' ~ ~ 1 ~ `j - ~Z ~ ~ 1 ' ~ ` ~1 I 5Y a~;~ . y~ 3 ~ y~ n i i ' ~ ' f ~ ~ 2,. 6 ~ n ~~q2 ~ ' t J~ z~ ` ` P~ ~ ~ . ~4. . F~ ~ , ~ a~Y ~i ~ ~ r`._, ' ~ j~ ~ ~ ~ \ ~V~t ~ ~"1 j" ~ 6, ~+'p; ~ " °~j \ ` w \ `.~A ! ~n ~ ~ ~ ~ ~-1'-_, \ 'v ~ ~ .r+~^. ' ~ 'a. s ~i 6 ~ i rr x~,' i r ~
1 ~ ~ ~ ~ % ~ ~ S ~ 'i r'~ i ` 55 j~i \ ~ ~ ~~^~'1~~ ° - ~C , ~ ` ~ ~b e , C z ~ ~ ~ ~ , t a / ' ~ ~ / / ) } 't ;c~ lr pr bY 1q ~~~~eo s~ a5 ~ 'o~ ~ f `iQ~ ~ , s, ~ 1 f IC-z' r~j,"' t h~ Y~ ~d '3\ 5 P ~ ~ ~ 1'",~af,: ~n` ~;A ~ ~ ~ l ~ ~ j J ~ ~ ~ ~ 1 ~ ~i ; p~ ~ ~ ~ ~ ` ~ a~. °x;~~ a ~"'~S. ' ,t • ~J r 'V w ~ ~ r~ ~ 1 ~ ti , 1 P ~ ~ i , , I ~ i. ~ ~ q r ~-R '~l~~ 1 j`~?",-, ~ ~ Q9 \ f~`' ~aP ) ~
~ ~ ~ ~ i` ''`~r` 'ti I ~ ~ ~ i 3 ~ A,,,~' o~~ ' i g1° ti ~ ~ ~ e ~ a ~ ~_i ~ , l t ~ ~ 1' ' i ~ ~ ?X 1 i ~ ~~e ; 1 q8`' ~ ~ a -s ~ ; ~ . 0 5, a2 i ~ 1 t ~ ~ r I % f ~q ~ ~ ~ Op ~~~6 8 . I ~ ~ ~ ~~..~.~~~i .~2 \ 6 -„'t i ~ i ~ `t~ ~ ~ ( V ' ti { i 3 t ~ ` V ~ ~ : t s ~ ~ - f ~ ~ y V~ c,5 ~ ( ~ 1 i ~VI t ~ t~ ~ • , ,~J~" j. ~ l ~ ~ , , ~ . 6' q~ ` . 1 ~ ~ ~ Q . $ ~ '/'V / ~ ' .l ~ y S ~ k ~t, ' ~ ` ti! y + ~ 't ' ~ ~r ' ? ~ ~ y` y~ ,6a' ~~ti. ~''~,~i~ ~j` ~ ~ ~ ~ ~ i t ; l t ~ x~ 1 ~2~P ~ ~ ~ ~
~ ~ ~ ! + ~ I ' ` i A ~0 1 y0~ ~~.~--1'~ ~ 0~' ti~ti~ ~V~ ~ ,2 2 ~ ~ ~ ~ ° ~ ~ ~ ~ ~ ~ ~ ~ ` i ~ d~'- ~ ~ . 9~~ 1 m ---a~ A'~~-1`~" ~i i 1 ! ~ '~1 ~ f t °4 1 ~~V ~ 0~ ~ ~ ~t ~Y_ ~ g ry~ \ ~ ~`~,~1 ~ ~ ` ~t ~ ~`,~.a ~ j i ~ ~ ~ ~a, ~ \ ~ ~ ~ w p ~ } r~q ~ ~ ~ i i~~ I g~ , - M , ~ < . ) ~j ~ f j } p ~F~ 'k C; a,Y, ; dc y. P r / n "].p O f ,C/~',)~~ / ~ ~ / Y J tt f~~ti . ~ ' I I ~ ~ . ~i~ ~ . ~ ~ ~ a. ~ . --~Q4 l\ <r~~ ~V / li' ~ ~ : ' ~ ) ,'tn( rfr~1 } / ~ ~71,~ ' .~.f ~UI~' ~ L1J
7 ~ ~ l~ ~ A ~ ~ \ . ti d / 1 , ~ '1 1 iA~o,` qe~ ipa ~.`~f... Q~• ' - a t, 09 j~~ ~,1~,~ ~ It = y 4 i ~ r' 1, '~A. - ~ ~ ,x \ , 2 ~ !r, r 1 I 4ti..: ~'N, ~ s~`m ':s'~ ~M~ . ~ . ~ ty~ v ~ ~6' _ W ~ . i `?y = / ~ .j p ~{.~~0 ~ ~ ~ .fl u> w , .i ~ ~ } ~ i 'G' ~ 1 ~ ~ i .td ~ l~ ~ r~ {t ~ \ t ' _.,~@~ , ` h, / ~ 1 ~d I ~ r 1, L~ j ~
~ ~ ~ ~ f 1 '~1 ~ k ~ti 5 `v.~:.,..,,.~ u e~ ~ -~.o.a~~ i ~ J' ~ o , ~ Ft'~k r ~ ~ ~ ~ ~ l~~ ° \ ~ gDa~'t `i'~i0 ~ ~ z A i ~G ~i , a ~ b3 4 ~ ~ ~ ~'1~ ~ it~ 3 i F: , 9 ; ~ i 1 ~ o-~ ~ ~~a~~~ ~ .~3~?_ ~ ~ "~s ~ ~ . ~~f,, i`~ ~t 1 r' ~n L ~-f I 0~ t~. ~,r~~. -,I~'` , ~,~t V~„o ~ ,~,~j , rr, ~ ~ 'V - 1~ ~ - ~ , ~ - r ; r ~ ~ ~ ~ ~ .IL ~g~,. 71 r,{ o `ti ~1 a ~ 'iT ! ' ~ ~ I~ ~ i~ \ Q ~ ~ : : 1 ~ fE ~ r`~ i"w . - ~ U .~y (1,(;fy~ t + ~ ~e~ .1 s.~i t ~ 1~y., ,~;~~r-S-~,_.~,~~ ~ A .I "IA~~" J ~ X i F ~ ~1 1 ~r~ ~ ~i,~'~. : / t 7,~.~ ..r r, st ~ ~ J`1a '!i ~ ' `'1'-. t";~"~~,--"-.x--. r. h~"y, 9~ ~ ~.;i/' ! `r~,` ~ ~ {7~ t ~ ~ V 1 ~
S ~ ;G ~ , . i ..r r ~ ~s ~ ~ J r~ i~ r~ . ~ . , ~ ~ h d'~ ~ ~ .~11i ~C l ~ "'i' ~ '$1 r 1 4 ~ ~ ~ , ) ~1~ ; ~ ~9 ~ ~p ~ ~ < p , ~ t ~5 4r 6 ~ ~ ~ " , ~ ~L t, ~ , , ~ i, s: ~p" a~f ) ~ ~@~,1` / ~ ~ % i s; ~y~ f '`f7~~j t ~~r,~~ ° F'' ff a
~ > 7,~ . ~ - ~ ~ ~l f~ ~ ~ ~ ~~b ~ ~ i ~ J0' , 1 ~~~y4~ ~~`l`~. ` ~4 ' ~ ~j _ ~2 l~~ iy ~ ~ i+t ~ . ~ ~ ~ ~ J` ~ _ i~ f .~t I) ~ ~ j 1 \ ` 0 1 ~~'r`~ ~ \ ~ a" b. ; ~ , _ ~'.~f ~ l ~ , +6,5`~: , l 5 ~~'!ik t, - '!ena ~ a~ti~~~~'J. ~ ~r1 ! ~7 ~ l d . ' _ ~ ~ _ ~ 17 t , 1~ ' t~~t(7, . ' "z~'~~` ~~.~~.,...'~'."1" - - ~ - ~ ~ r `',f2d.. ~i ~ Jr'~ ~ ~ `r-~ ~
! ~ ~ ~ ~ I 0 , a~ ~ G j~_ ~ „ ~~n~ ~ ~ ~ i . : ~ f _ ~ti~5 A I 5~°, ti~ ~ ~ c~"' ° 1 i ~ ~ 'V ' i ~~p~ ( i ~ T i ~ ~V n ~ `V ~ ~ i 4~~~~ ~6~~. 'a~ ~ e~~ f~~ ~ ~ 9y~ ~ ~ f' i~f + [ i 7 t 't ~l! ~;1. .w~' ~ e,' , \ t ~ ,.~,..t ~ ~tt:6,~.,.-~s'~ ~ ~ -.f' ..--~c~~ - ~ } w, p i ~ P~ tj , ~ t3' ~i ff ~ ~ 5~ ' a ~ ~ ~ ~ ~ ~ . , 1 ~ ~i ~ ~ ~1A \~„,.y V fF f~ f 7_..,. 8 ~r i -'s ~ ~ ~ i 1 ~ ~ / . r~ ~ ~!VF F i ~ sy 1 d ~ y p , . A . ~ ~ ,.r--~ _ i ; n ~ j .t~ ; ~71 ~ .....r~ ;°aa ~ lJ
. ~ ..--r ~ t ~ , f , ~ a ~t~ . ` ~ a? f ` i p, . A ~ f~ ~ ~ '7 '~9 " `~^.ZG~ t " . . . ~r'' ~ ~ ~ „-.i i Z6 _ .w.... A ~ q ~ ~ ~ L/ b~ a. ~ ~n ~l. \ ~ W '1 ~ ~~g h-1 t r ~ t ~ ,dP' ~d > ~ Q-i~ i~ ~ ~ t { r ~ ~~tit ~ ~ ~ ~ ~ ~ ~ ~ 1 y i 1 ~ ry ~ .et' r~~~`~ ~ l v ~ p,~ i i 5 . / ' .r ' r ~ - _ e + ~f S ) ~ ~ ~ t ' 1 ~ ` "h.__ ~ '„y~,~..°,.,•~ r. i ~ / l i r,.~.....~.~.,.--~_."-..--.... ~~3~ ~
~ ~ `4 ~ ~~~~_.-o"~-~ ~ ) f-;q~ hl ( ~ Y f`: r ~ ~ u3~~ ~ ~ ~ ~ ~ ~J`~ '(~i -%V 'L~i`'' ~ e t~~ f ~ t i t,~ ~f u ; ~ :t~ ' v "r~ ~ , ~ ~`v. t ;r f ~ ~ iV~ ir~ i o~ f 50 ,v ~~r I; ~ ` "--e x` t . , ~~`v ~ v ~;ap._.--,~ / \ .P i ~ 1~ r+~k~+`Y ~ ~~4 \ _.r--~----~..~ 9~ r/ ,l . ~ (~~~'~2~ t ~~',e \ 6 ~~r. ~~~i ~f '~rl~,d °'r° l N' ' ~ ~,,p 2~. ' . i / / i ~ . P 8'f 1 L1,_ W ~ . ~ ~7,j. - ~ ~ . `8 \ ~ ~i . i X~,. ~ ~ ' -ti-_..~. I 1/ / .........,,t~?s~-- - ~'`~.5 `'"2 t ~ ~ r ~I r a / , : t~~'Y~~~ \ ~ % ~ 1 ~ ;~f'`~ ~~~r " in. -c,.f a~ y t`~3 i ~ i y,p `~1 ,^.~`~'`.V°.~____-""~-~-~'-.', ~I I I r' l~ Jl%,fj ~ ~i~ ~ -
~ r'~ 1 , ~ f . 1 ~k'~ ~ I~ ~ ~ ~i ~ i ~E.. r r ~tE . ii1~ - ~ ~ .1 . ._.e.~,~. , ~`~-u~`~'y~i,/~ r~ ~~1 ~,n,~: ~ ~ S'~-~ '~...-4.~ f ~ ~ i i k~ ~ i , . . ~ .~s~., i o y ~ 'I ~il ~ `2~r`~ ,r ~i 7'!~. ~ , ~ ' ` t°, . .~1r~ , ~ } a de~' I " fr .~~e ~ Ij~~~ .t~ } ~ ~'a'~ ,a ~ ~ '0? ! ',~,J z ti ~'.~,~b:.^-~ ~s.'.;'_"°~\. e J I ~j r ' i t i ~ f~ w 1 ;f~l ~-:w„r "v. '~..~~C""'°'.~..~ p ~ f ~ + ' E i i ~ ` / / / - ~ ~ / ~ P r i 7+-`i f~ c ~ 1~~ % ~ $ ~ ~ ~ , ~'"--~.~,a.-~--~ ~G l l ll ~ J i 1 ~ 1 . ~ ~ / `'L,,,"~- . "tir = ~ ~ \ A~ ~ A : / 1 , Q`'~.,, ~ ~y
f ~ ~ i 1 .c~ \ t l \ ~ ~ _ 5G ,1~; 5 1~ ~,.,,--r., ~ _ ~7 =~nl' ^ d^ ~ ~ ~ ~ ~r1 v 7 ~ .F, ~ 1 J V ~V ~ t - 1 ! j 1 , t t . ~Fy ~ ~ i ~ [ ].A'` ~Y'yf ~ . .-t ~ 'r~7`` ( _~s'~/ ! 1 ,a ~ ~~4 ~`'~~~~A, ~ ~~3"~_,- Y~ i %~?rlr~~~~i:l ~ L.L. f~P I - e-' ~~x N/ ~ 1 V\~ l / l~ W ,s/. ° 1l . , ~ ~ r ~ . r!. F ~ O ^
~ ~ ~ ~ /1 ~ ki ` l , ~ ~ ~ ~ _ ~ ~ ~ e~ 1 1 1 ~ ,i t~~ l~ ~`~1 ~ r ~ it ~ ~ i~ -"f~. ~r t~'! ~ k " ~ ~ ~ ~ ~ ~ . ~1 1 r ' ~~.^i'o~ ~i ! ( ~ ~ ~ p ~ i'r~ /ir~ `~j~ st~ t f'~~ ~ ~ , ~ , ~ ~ ~ ~r ~ ~ 1 M I ; ~ M~<ir ~ b i ~ + ~ ! i / ~ - ~1 ~ ~ ~ ~ ~ ~ ~ i ~ ~ .J~ ~Q~ ~1. ~ ~ ,~l.v . ~~V ~ '-A w.-_~.-^~ ~ 50 l ~ 1 d K r ! ~ ~'o ~ .I ~ f f ~ ~ 'f ~ ~ , 1~ ~ ° f~ \ ~ ~ ~ _-y~~~\,M~~_r,~ ~ \V i ~ ~ 6 ' ~ r i r ~ t I , ~ ~ , , a p,' T' ° ` ~ A~~, i-~'',,~- f i(a i l; ~ 1 _ {
{ ~ A ~ ~3 0~`'~ ~ ~ '1 ,•"---•~.W l~f' ~ 3~~~ ~ ~ y i~'~ f' sl~~' i. ~ u~~ r~ ~ ~ ~~r~ ~ ~t , ~ 1~~~i ~ ~ ' ' ~t `~~_,.-Y f; ~N } ~~M ~ 1 z 1 ~ '9~ ~i . ~ f ~ L~ f.' 't~~ {'~d ' ` 2~ ~ 1 ~ ~ss~ 1 ' i _ / ~ ~ r ~ ~ , ~ rs~i t~: ~ t . Jf~ , ~ ``i~ J ~ ~ c ~ ~V ~ ~\,A-k' ~ A ~ \r`~ - f ~3: I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~;lt,~ ~ ( ~~l t, '~4" d ~~il~ ~ ,3: ~ ~~2' ~ ~ ' ~ q~ ~''t f ' ~ ~ ~ ( ~ Att , 1 0,~ , A ~ , =l . , A ~ 1 ~ i `~y `iV .
i ~l ~ i ~ ~ ~ i ~ 0~' F ' ~ ~ ~ ~ ~ "F' - ~ ; { ~y& l;;~ ~ ~ ~ ~ ( '~1 i \ ) 1 `~A~"~. ' ~ ~ ; , .3 ~~f ~ l 1 i { i 1~ A 'i '4,~. - iy i= ya~ ,9I 9~' Pt 1 ~~11, ~ E'/.p J~~ ~.r ^1 3"' , ~j~ ~!(~~~71r! ~ ~ ) ll/ ~ 9 t ~ ~ ~ . ~ ~ f i i/ } . . \ . \ ' r 7 , t ,+i i ` V d , 1'~~' \ i ~ , ~ i ~ 4 ~ ~ : ` ' ~ 1 ~ , \~'^t ~ , } a~r' C~' ',1 ~ ~ W , ~ f'r',~ ~~fs ~ ir` f 4 t1~~ ~ ~S 1 ~ ~ 1 ~ V ~ p. ! ~ i ~ ~ ~
-,f ~ t ~ - - j1 ''~E ~ ~ t i j ~ ~ ~ .~~i i j ~ / ~ ~ i~ ~ ~ l, ~E°' ~ ~93"~, ~ ~ r ~ ( ~ ti . ~ ' ~ )r I j'~ ! ~ ~i ~ ie { J V ~ S ~ l ~ ' S \ . ~ ~ , . . ~ i ~ . ~f I ~ J ff ~I^ .lPl=~ ! r, t o 4 ~ 1 / _ _ , ~~r ~ ~ 1 ~~i 'ri~ '~7!' ~ j ~?F a.s 1 ~ S ' ~ i ; ~ ~ ~ ~ a ~~t~~ t t \ ~ ~gA ~ F7 _J (
~ ~ j `1 ~ s, I ~ ~ - 1 f { ~ V ~ fr---~.. ~.ir 9'~~ 1 ~ ~ ~ ~ f ~'1' t / i ~ ~ ~ t i~ ~ a- r 5 _-h" ,r-` a 1 !a 1.,- ~ 1 k~ ti ~ r s "yz~-_ ~ ~ , ;y ~ . ti J t ~ ' ~ ~ " . ~~~e , ~ f rl1. ~ ~ i ~ a . gp ~ V ~ ~ I i t l ~ \ t. a ~ . A~".2z~~ ~ A _ ' ~ ~ ~ ~ U / k i ~ ~ ~ ~~s ~ f7 1 ~ 1~ w.~l~~:~ f~ ~ s~ i,~ ~j~ \ a ~ I J I ~ ! t t,tljl 1 ~ ~ ~ ~ + ~ ~ s" r T/o ~ ~ ; r , r • 1 ' `~i'~~~~~. ~ ~..~'171~.___- , YT~ l ~
~ ~ , _ 1 ~ ' ' ~ ' --~s~> % - A z ~ ~ ~r~~~ i t , ,i 1 ir,~ ~r ~ ,~"r ; ~ ~ + ~ : i ~t' i, . ~l , , . . . . i i ~.,---`--^'L A._...~.. ~~`w y~, .r"F ~~~i 1 I t ~ r ~ r j 1 . f z~~~ ~9 ~r iJ ' ~ r"~ 'Ci ~''f ~ ~ ~i ~ I i l - f , r t' ~ lt'a ' ( ~ `i }~0~• ~ ~ t ~ r j i ~ ~ ~iy ~ ti . ~p ~ ; i ~ ~ t' ' i f ~ ~ 1 ~ ~ ~ b i ~ if . , i I i'-., { ~ . ~ ' ' o > A 1_L_ i Er ~~r r ~ ar' - ~ 'r`~t `a8 / , ~ \ ''•~`V` ~1,~ 5~ ` .-~r ~ G`t i ~
. ~ `~i 0 ~ ~ 1 .`t `'~_.r.-~" J~,~~~-""'" s' ..-F.1ir'"'~r"~? ~ } ~ i ~ ~ ~I ~ t , f d! ; r~ E ~ ~ ~ ~ 1 ~ /t ~ ~'t \ _ f ~ - k, I p ~ y,~ ~ P 'J t f ' ~ ~ ~....r-..~ k. ~ ~ ~C _ ~ ~ F,{0~ ~ .i ri~'. ~ F ~~Y, 7~~ 1~ . ~ ~ ~ 4 f'! jt, ~.f ~i i kl ~ i , ~ -A'1 ~~f~ ~M ~1 .~u _ ~ _A ..d--~~_._..,r^ ~ ~ ' 7 ~ i ~d 9 i~ , i . ~r ,i L ~ i l~ W. ~i , ~ ~ -~~V - - ~ ~ . ~~-L_~~...r-"~- , '~j ~ , + ~g . .y 1 . i ; t .~~~.1 r s d . . ~ 1~ ~ \ ~ g }6' ~ it ~ t ~u r ' ~ . i r' ~ ...zY , s~i ~ y r ~ ' ~ ~ / rf~,~~ii. ~ ~ ~~V - ~ ; ~~.'4' 1 1t ~ j ~ ~ ~ 1~ ~~!~'j~i~ ~ r~~14 t ~i ~ =f ~ ~ ~ ~ i ~ ' .r ii ~ ~~.~,r" fr ~ ~
~ \ ~,l~/,r` \ ' ~ ' . ~.~~~r.^^.,,~ . ~t. _ % ' . ~ > > ] J~ l , r ~ !r} ~ f ~ ~ ~ j,,, l;1 d. V`---_-_ v'"~.-- _ ~„~4 D~ f ~~`s ~ ~ ~ ~ l ~ ; ~J 1 ,f~~' ~ ~ ~ ' ` ~ ~I, .~r-~`" J E t I ,,i ~ ~i r: ~ ~ ~ , 1 ~ ~j ~ f~ ~ ~ l i i.~ ~o. ~ '_@ 7 /,lr. ~ . ' ~ ~ i. s,,/ , . ~ti ~ , ~ ~ ~ / t ~1 ~ 'd'• 3°/ g ~ ~4I ' 7 ~ ~ ~ ~ 2 ~ f 1 dE~ '~r, t i, ~i` p° b, ~ ~ ~ r C , ~6e'~ ~ ~e / ~ . ~ ` ~L~,, f~ P ,p,' 1F ~ ~ 1 A , j° ~ t' ~ / / ~ / r~ ,~i' ~t i~ ` ~ ~ I ~ ~,'j~ ~ ( i j 5
`'V ~ -i ~ E..~ A t' ..,.r~ ~ P p / i.,rt~ ~ ~fjj r) l i ~ ,Ulz~ ~:~i ~+,f ~ ~~I#¢'A ! " ~,y~--" S ~ ` ~~r`! ) ~ / ~ ' ,,y^ \ r , p~ t t y~ f ~T r~ ~r~l'~ ~+f , t ` t , ~l \ ~l ~ I ;p ( tr 7 f'~ ti ' I#¢ 3§7. ~?+i . ~ ~ 1 ~ j ir ~ w,( ~ L~ . ,-xr~~~ 1~'3 ~ ~ ~ ~ I i F J I i LJ ~ ~~y$~ ~ ~{~~V V~~'°~ j,. ~ ~I ~ ~ !i a / f~r~/~~~,~ ~~~N" 'i~ ~ ,~'~I~Et ~ ~ ~ j ~ /
'--^..,ti ~r-_ ~a~ 1 ~ 't, ~ r l,i , ~f.,, ;~i ..i~~/, ~,i \ ' _ ~ / 'i ~ ti ~ ~ ~rlr,, 1`~ ~ r t ~ ry ~ ~ ~ v ~ _ - ~ , ~s j 1 / ~`'1.!`. _ ~ \ / ~ ~ , , t , f ~ t ~ i ~ ~ " L j ' 1 r~" } tK f ~ 3 _ } 1~~, d~; ~j~~F ~i~~t ~ ~rF'~ ~~s1~ i7M. A ~ a ~ ._.y,.~- ' _ ~ i ~ tf ~ 1~N` ~j'~;~ et ,1 ~ A~'1~ i J~~ J~.1 , ~ tl ~ f ~ ~ i t `~r~l,~ _...,ti-~ ~ ~ ~ ,f ~ I t / / -32 ~ 1 1> > f j 4 ~ ~3 ( / ~ ~t:Jr,~'~ b t; si- l` ~ ( V / i ~ ~ / 't
.s""`" .r," ' ~ ~,r„/" ~ ~"i . 1 ll ~ ;li 1 J F ( j:, f ii , r i ''`.,,~r,_...--!,---~_.../r„ti-r. _ _ ' ~ ~ , _ ~ ~tg'~_ ~,j , ~ ~t t 'r, ' yr. ~t?;~ , ~~~c`, ~'~Lj gt i~! °s, ~ ~ 1~~, f~ ~,ti~~ ~ Y~ ii t , ~ ~ f j f ~ ~ / ag~; 1 ' ~t- i/ ~ ,(~r~ r ~ ~~`~d '.p0 ' %~fl~7~I/ ~ ~ ~ + ~ f~ ° f~ ~i. ~ ~.tr i ~ee~ Y" _.....-._..J ~ ) l~ ~i'I / / i ~ i ~ 11 I / , A i- ~ ~~~1 f a i ~fi f"
. ' ' f'~~ ' . . 1 ~~'i ~ 7' 1~ r~ 'bt~. ~'i-}`r~',~ ir :Ir~f~ ~ ~f~ ~ ~f f, ,-^i~~r~~' ~ ~f lr ~ - . . V . . i . . i t±~ ~1 .e, ~ t i i'~ Y'~ z F"" ~ r.,~/ / i - V t`~ i s~ f S t ~ ~ . ~ ~ 7 ~s~. ~ r`R r~'~--.,.~r C~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ < t r~ r ` ~1. ~ s~~~ ~ . ~ ~ ~ ~~~'f'// i ~ ~ r. ,.er ~ ~ ; l~t` ; 't~~l1 fll I ~
, _ ~ 9 ~ f `~zl l~~~~t` N~~ ~o~}~ ~~tl 1 j~r 1 ~ 1_ ~ ~ j , ~ ~ ~ , f, ~ / ~ ~j' t ~ . ~i lj! l,l~. i~ f ~s k~ ,a°• A,~,d • j~, r t„w.-~ - t ~ I' , r r 't t ~ j.•'~' n ~ ~fl ~ nA~ i ~ 6. i ; ;f,? ; i I i ~ ~ ~ . ~;1~ ,1 ~i' i ~i 4e • ,pT ~ ~l.y~ / ` / ~ ( .T_.-.._ . tf~ ~ I ~ t ~ i ~ ~ V • ~
a!~. t~ 4~f £ r F i 1. . j \ -t} ~ ~t ~4 '6 u ~t ;1 , jF t ~J i 'r , ' t ~y ~ ~ I ` ~ l , I ~ /r'~ f..-+ ~ ~ ~ ~ rla~ ,f ~ ~ ~ ~ ;i ~ V~ ~ ~ ~ r ~o ~ s'r ` s;. \ ~a .~,.j°` / ~ ~ ~ j ~ ~ r1 ~ E 1 ~ _ i t ` ~ ~ A.~~, ~V~. ~i ;1 ~ ,a ~ l 1 ti ~ ~ - ~ J ! 1 ~ f~il ~ ~ \ ~ r ~o t,11~ lp ~ ~ /i ~ i / +j 7~~ A
/ .,1~~~ -r~ •.i, ~tt ~ .~~i + ~t `Pt3i ~ ~ i . f~,~~ ir l ~ . ~ i~ 7 f (t' ` t . ~ ~i~ J , t ,1'~ ~ iR 1~ ~ ~ ~ I I ~ ,7 '~{'~,.~,1 fl t - - \ a ~f t ~ Y~~.to"~ ~,~+r~ Q r' . - J I ~ ~ ~ I ~ • ~ . \ ~ ~ ~ \ \ ,'ft,~ ~t J'S~ _ ,-'r--,.A ~ t h ~ i ~ ( r i , ,.j ~ 1 + ~ -4,y +o ~ f 'r .r"`*..~ . ~ ~ ~ ~i~ ~ ~V
~ ~ , r'~ i-- . i ~ . I r t~ ~ F 1- '~~I i '1' z ~ , ~ ~ i~~f i ~fiJ~ i $ yk~z~ ~ ' ~ ( f ~ ~i~,~ ~ _ ` ' ` ' i i / / ~l . . '`c' ~ 1 r~)R' ! ~ ~r ~ ~~i f , _i~,..-.~..-~ . . I'. ~ ~ 1 ~ \ c~ ff r~ ~yt', '<e R ~i~: ~ . I ~ ~lti ~ / y ~ }!I , ~ ~ ~ ! V.
~ f' ~ ~ ~ ti ~~~i~~ ~E ~r t ~ poP ~/~i ~~iki~. ~ ~~~1 'i~s`~ "i~,,,.~-yr ~ ,;H i. ~~P~'~~ r~. ~ 1~ ~E \ r ~ ~ s i,,, ~ , ~ 1 ~ ~ ( ? ~ ~ V ~ ~ F ~ I p~ ~ ,A /r~ ~ r~iy~~~ ~ ~ ,,t ~y j' ~ ~ ~ ,rs ' ~ 'L dd~_•~ ~ _`",j ( ~ ~ ~r ! ~ ~ ~ ~ ~ \ ' ~ « ` ~ ~1 f ".~A s~ ~ 2J l 3 ~ ~ .p§ ~:i ~`~,...r-~~' ~ p~ ~ ~ ~ : r i ~ t 1 ~ ~ ~ ~ ~ ~V ~ ti„
6~ ~ _ ~ 31 11 ~;~;~7 ~,r uS~~t lrai ' ~ r~, `1 ~ ` ~ ~ , t ~ ~ ~ ~ ~r ~ r~i _ - ~ J; _ ~ 1 ~ ~ ,A~ \ A!% ~~h,; f, , ).~`r r r •-~~ti. ~,i" ~ 'r ~'t j ,a ~ ~t ~ ~ ~e~.~ / ! ~ / , . ; ~ ~ ~ ~ ~ ~ ~ ~ ` ~r`+`° . , . ~ . f`~ _ e ~ ~ ~ ,~a~s' ~Ga ~F~ j ~E• , ~r--~ i ( ~ r ~~1 J l~ i ~ ~ t ~ A~ , ~
. ~ V ~ ~ ' . ~ „ r.~,. Ii ~ 2 n. . j. r i~. t ~ ' Y7~ "~,'a ~ ~ t r ~I~: g ~ F j~ ..r'~.~. _ ~ r...,,~,,.,,.-,~-.--w'°'..'-~--.s, ~ ~ ~ . ~d~ .3~'~ti . x11. ~ y~`~.,~~ f I~ f ~ 1i r%; ~ (rV ~ . ~ ~ , f ~ ~^'j',jJ . . 'r ~ ( k1 . [ ~ ~ i ~l: , ~ ~ \ .~q r ~~1 '"t ~ i r /r` / - ~ . % ..1 v1 d,'~ ~ ~ 1. ~ i ~a o- i ~ t Q I / ~ r i' 0 ~ ~ ~ ~ E ~ i '1 ~ ~ ~ ~ aP, _ r~ a; o~`" ~ . f ~ ~ , ` / ~ ~ t } ~ } ~ ~.~6~
~ e, ~ ~ . ~ ; %JF!,' ,'r h ~ ~ r ° GI ~l- ~ i ~ 1, ~ r~k' ~ rx ~ ~ t~ ~ ~ ~ ~ .i ±s~` t'r ~ k I , t-' o if ~r ~ , ' < r ~ j f7, ~ i ~ ~ ~6 e` `l t ~ ~ ~ .~f ~
~ , ~ ~!r ; 1 ~ ~ 1~ t ~ ;~/f r _ •~'';•-ti ,x~t ~ 4 ~ V~p l. .li, _ I l , ~ . lj .4~ s, i i ~ ~ ~ay,t G~- , . ' _ ~ i r i ,"",._.e% ~ , ~ 6 ~ f~, ~ , ---~w~.~ , - 2 F `l„ ; ~ ~ , , ~ ; ~ , r ~ g~ ? - ~_w~.1
- ~i.,- ~ i ' , ~ f,~! jl 1 , ~ _ ~ ~i ~idtl ~ _ ~ ,~1~ ~ ~"~`~,.4. ~ i. ~ ~ ? ~ ~t ~~t~~~ lh~ i~ r° ~j~ r ` 1 ` I ; ~ iu~~ ,1'r~ .~1 ~ ' zi ~ ~ ~i z ~ 1 ' ~ ~ ~ ~ --n_,f. i 'I 4 9 ~ . . . ~ ~ ,,,1, ~R J•~"PG ~ ~ ~ ~
~V~ "7~~ P+ t i fr r`t~. ~ 1~~,~~ R~~p' f ~ ~rp r~1 ~ ~ ~ ~,i; , ,'r t i' ` 'j: r/','jTyt , tp.~ „ ~ i ~d 1, ~ hS rl 'ii~' ~llr h ~ ~ P,A~`n ~ r~ . ~ ~ ~ ) 1~7 ~ S \ . ~ ^1 J . . . . _ ~ ry~ _ si'f , ~ 'f jr ~/I ' ~n ~BB~ ` d / . ~ ~ J Wl f ~ ; . . . ~
~ ~ , .y , <<~. G - PRE ~ .,,y`-_ ~t l~, t, r ~~d~~~~ ,s,r~~ !a. ~ ° ~ ~ fi r ' ~A "C . r r~ ' I,', i ° >°A' r: r0 ~2' > ~ ~:"~„~,w'` Q ` ( v / ` \ , ~~l ,~i )r i~i ~ 'F . ~ j ~ i 9:. ~i/? , h_ ~ \ ~ , 3 ` 1 ~tnf f ~ ~ ~I-f~ 9~j •
~ ~ Q ~~5. ~ ~`e r ~ ~f' ~l~fr~i ~ 3 1 ~h,~r t ~.._.._u.~ p~'1 p~'G G ~o~~p ~ _ ~~~~i ,,,,~~~'r .w'f'%~ ~ V A °°`'-ti ~ ~ „9,r ~ N. i ~~3 t , ~r'1 \ . ~1i j~ ~ fflf~l1~(/ -j'r"._,.' ~'~``""~~,.A~'ti. ~ ~rli ~ ~ , ~ ~ " . ~ j ~ / ~ ' ~~i i ~ V i .ti - ~ ---y~~\ : ~ ' ~V ~ p :l ~ I I' i7. ~I~fi ~ \ \ ' \~l` ~ ,%y ( ' c/ ~
~ _ \ `t f 0 ^ ` ~ , I~ ~ F + ~f ~ . 0 ~ ~G ~ ~ ~L- a ; + , ~ rf ~ , ~ 7 ,i ~ 1 ~~tlr S ~li ii '71 ~ ~ % a ~ ~J I .~l,r~ . ~ ~V t~~ ~ - \ If'~ ''t ` ~ ~ ! i ~I~,f, ~ ~ ~ ! i~~ ~~V~`.AA~ ' t;~. ~r ,ir ~ ~l ~ ~ c ~ ; ! ~:A
\ ~ . • ~ ' r -ft11 ~ ~ \ ~7 ! .~~'r .~~~i~l.~ fCt ~i'~ ~ i I rf i ~ / ~i~~ ,.~,'"'TM. y f { ti f:' ~ ~ ~ - i a . ~ \ ~ i ~ ~ ~ ~t t. ij. ` , ~ ~ ~ ~ t 1 1 ~ . ~ l a _ ~ u ,l~ I ~ t T~y ~ a ' ~ ~
. ~ O \y ~ 7 1 ' ! Q~ ti SHADED AREAS ' ~ ~ ~ L% ~ l ~r ~1~r ' ~ t;t, ~J ~ F ~ Y t st, ~jfl~~;1' f~1~'~t. i~~1 r r d ~E jf i ~ ~ ti ~ ~ ~~~~V~~~ //~l ~ "~'~r~. -..r-~^~Jc~, .A'. . r~~ • ~~',;A~'~~ . ~tiJ ~1 F~ ~~t~~ .7Y~~r ir~'f R` . . J ~ , ~~j~/~ A~,~~.......--~,,..i,~~` :t~. .j l~ , ~ -j~` ~ 7~3I~ ~ ~ - ~ ~ t~'r ~ S ~ ~ l ~r.i A 31V' 4\ ~
( e:;G ' r~ ~ ~ . J, DENOTES FUT R ~ . ~ ~ ~ ~~1 ~j ~i '`t r A i~ ( , ~ ~ r--~-~, ~ ~ ~ ,A\ ~ ~ I, ~ ~ ~ N ~l~ 1 ~ y ~ ' ' - ; i ~ . ~ v .r.-- . ~A ~ '7 i $ ~ N ~ t fi+~ ; ~ ~ ;if~ 1~~ ~ ~V ~ .V ~ ~ ~ ' ~ . ~ ~ . ~ ~~~~~+~A~A.
U E . \ ~ ~ , ; ~ ; 1' ;'t ~~~f,~ ` k _ ~~;i ~rl ~~i,,,~. r ~ j,~ { ~r 1 ' , ' ' ~i ~ i I~`;~. J. ~(~~.~.tl~.. ltf~jt ~ ? % ~~~5' , ~ ~j~~''~ e _,~4~~ ,.r-''__.'`., ~~\,~~~'V~ti, ~
~ ''.;u rt , ~ rg, .w..,,~~ ~ _ v ~i~~, i~:~ 1 ~ . ~~~~x ~(~t7 ~ ~u r ~ ~ i~ ~ ~ ~'"~1 ~ < <j'R t ~ , ~ ~`~A~~~~~~~~~~`~ ) ~~i 'g ~i ~~~P,` ul't f7 t~ ~~~~V ~J~ ~ 1 0 _ - n ~~~\~~Al~,1l,1 ' ( ~ S ~ ~ ,~4 - ,~J', ~ I~~ ft fll~i 7~ , t d< ~t <<~ ~ f ~r "'l~ ~.r?~~S ~ ~ ~ \ t~ . i .t.4~ A~ ~ ~ ~
~ 1 ~ ` _ q.6: I' f,s~ 1 ~r~l~r 1 , .~:rj .r.~a~l~ ~ ' !7 ~1 t~ ~ ~Cj`~, y~t~ ~ ` ~ A ~ ~ ~~pyt.V,.~. . i ~ l~, 6 . ~ . :i i' . rj -~.4r. ~ : ' f ~ `"~.~1 { ; S~ i 7` \ ;,A . ~ ~ ~ i ~ ..i ~ a..~i ~ ~ r \ ~ C~ . ~ . i ~ i ` ,A~~1~,~. i{ , N ~ f i') f ;n'- ~ ~ t ~ ~ t~ 4~.~ \ i~ 1 ~ , ~ ;I ~ ~ ~ , . ~ t ~ \ '9 ~`1, t
- _ , ~ il !fr~r , i ~ f~, ~0~00 - ~ ~t ~ 'r jt~f'; ~ ' ~e A ~ ~ VA, . , ~ / ~ ~ ;1ii ~ ~ t~,j , ~ , ; , ; ~ a P~ ~p ~ \ g ~ ~ ~ ~
~ ~ t ; :i~~~ ;~;1. ~F - ~ j I ~ ( ` ; ;'L ~F ~ , ~ ~ ~ ' l ~ t ~ ~~;r 'i~~ l ~ ari,. ; ~ ~ j 1 ~ ~ j t ~ ~ 3 UJ ~p~~ ~ ,;i'a ,i ~ V'~ ~ 1 t ~ ~R S,~ ~P ~ ~ i ~ t ~ j Z {3`J t ~ ~ r ( l
'r ' ~ ; 1j ~ ~ , ~ ~ r i ~u~~ ~~'~r. ~ ~ 0 \ ~'1 i" , ~ 1 ~ ! l 0 i ~~11i,~'' 'rrry~F,+ i / ~ . ~ G~~ .1-- ~ ~ 1 r ~ ~ ~ , r f i ~ ~ f ~a (A ` 'j~ ~~(l. 7, ' ~ ~ ~ I L ~ ~ 't ~ r i ) ~ r i ~ ~i ~ ~ ~
_ ~ - ~ ~ ~'a I - ~rl=~ , _ _ : ~ , , . ` ~ ~~'fr . _ . , - . - , ~ - _ f ~ ~~y{i d A - f r ~ ~ r ~ f ~ . ~ . - ~ ~ ~ / , i ~ i . i ,...v~ ~ ~ / 't R.~ ~ r /i~ l' J 1 I ~ t `y l ~ ~ W n~ l~. 1 ~ 3~ / ~ i' ~ ` / . _ ~ ~ . . ~ ~ . l . f ~ T ~ ~
, . , ' , r ! 1; ~ a f~ t t ~r', .n~ l~. , ~ ~ :~~a ' ~ _ ~ f { ~ `'~~rt,~i~ Pi t~,( ~ : t~7n i ~ _ v. ! ( ; . ~ r,,z~ f,r ~ , ,~r . ~ I ` I °s ~6 • ~ ; y3 ? - ~ ; - , ~ i J ~ ~ ~r - i. j i~ t+ r ~ . ~ j ~ Y , ~ ~ ~ ~ 9.'~ i ~ , 1' ~ ~ ~ A ',~V~`
;A . ~ _ _ , ' ~~!i. i- i~~ ~ s ~ , ;g ..r~~ r ~ ~a~ ~1~~ ' ~'f,',i~. '"`1 " ~ i ` ~ tr ' ~ , , ~ , i r~ ~ 1! Ij~.'~-- `s / ' r~~ ~ r ~ ~ , _r^" .--.r-~. ,:i ~ t/ 1 1 . r i f .,~,r.,• "K r $ ! ~ - ~ , i ~.--~-"..,o ~ / / ~ j ~ 1`~ ~1{~il. ~ t ~ J ~r~' ~ ~ / i ' % i ~ j~ , o~' ~ ' ~ U { / r
v ~ ~ 't`~ A.~.`\\~ ~ ! ~ ~_..i'"~~... t + r . ~ ~5 ~ _ ~ ~ ( i~ ~ ~ t~ j~ ~ } 1 ~ rt i ` j ~ ~ 1 p ~ r l / ~a r ~ _ ~„~'9 ~ ~ 1 / ~ ~ l' ~Y % i ~ ~ 1 f ~ f ~ r i i l ~ f_'~.,~~ . / I ~ ~ r' r % ~ ~i"'~ ~ ~
_ I ~ I , j ~ . . i ~ ~--t_ ; _ _ _ - ~ ~ i 4± ` r r ~ ~ ~ A~ i~ f ~ ~ r~ t 1~ / ~ r~~i'' / ! ~ ' •,,.m~\ _ ~ / 1 1~ " , , l; j: ~ i j ~ i~" i ~-v ~~,G i I / _ ~ ~ ~ ~ LY_ ~ ~ r i - ~ ( ~ ~ 1 ~ ~ " ~ ~,a
~ ~ ' ~j. ~ , ' ' - ~ \ t 1 _ ) 1 `y-. J~~'~`_ i l~~""~~.....,.,._..___~-_._...._ ~'r^°^_~`-------°'--'---- p y I~l ~ ~ ~ - _ - ~ I t ~M r t ~~,,.~..a ~ ~ A~--'' ~ . ~ _ t ~l ' ' ' ~ y i Q 1 ~ ~ 1 ~ ( i ~ ~ ~ ' ~ r ~ f .~tl, ~ ~ . i f ~ g'Q"i ~ ~,'~.c~,..., r,. 3 1 Q J y ~ . ' . . . ~ t ' f i ~ t ~ ~ ~ , l i i ~ v ~ ~ ~ ~ ~ ~ ~ f % A` ~ ~ ~$3- ~ ~'.._'~.ti--."'~-_.~ f t ~ ~ ~ - ~
. `V._,_,a'~.` ~ ~i"~.._ . --.r-" ` ; j . , ~ - - - ~ 1 ~ . ' It' ~ ~ ~ _ , ~_-r ~ ~ ~ ~ ~ i ~ j~~ 3 l,~~t.R ;a ~ 1 ~ `~1 (~Fi'",~~~~ - ~ _ry ~ - . , f i--~~-..,..,.~,~ i r 1 ~ ~1.~ ~J~ ~ r ~ ~ f 1 ~ ~ ~ ~ N ~~}y~(~ . . . ~ .i~' 1 ~ V l ~ v j i~ _ ~ ~ , ~ ' ~ '1 ~ C~ C~- ~ ; . , ~ . ~ ~ Fi" ,,~.'v f , ! 1 `ti ~ i ~ t` ti, ~ 1 W _
,.v 1. p,. ~ • ~ ~ . F ~ ' .'1 N"T . A ! 1 V f > '~.~e~` ~ ~ ~ f ~ i l ~ .y. ~ ~-o~-r.~'-~t'-.,,~.-r=- _ - :s-,----...'~"` _ ,4 - --'J:~. ~ ~c 'l I~ I~: ..i~N ° f i ; Q/~0~,"~ll'l '~.~.....i .F ^V~ ..._..~.~,.r.,..-~~"` _ Y.- _ ' - r~ 1 t~~ r , ~ ! Q ~ . , ° ~ b ` ~ ~ , s' ~ ~ P~ f ~ - .,,p, ~w. , , ~ ' ` ~ ~ ~ % l'1"p,l ~ _ ~ . ~ V ~ ~ _ ~V ~ \ ~ : Pi b~) E3 a~ ~ ~ .f ~ ~~i ~ ~ Z ~ 1~,: f t ~ , " ~ i ~ S ~s ~e ~ ~ ~ ~ ~``~`"'-....-'i ~ ~ _ . ~ , f.r'l`l. , o. . . ~i N Q
_ \ , , ~ Q~ ~I \ ~=~`i' y~~ ' t! \ }{~e E j ~ S ~p :A, i.~ ~~==~.~.a....~ " - '""o'~ . ~ ~....~-a-~.-i+t~""`_...~- r<,---"'" ~ ~ f ~ ~ o,.. ( i YJ'" ~ . - -_"~:..._..~,~--~.w~=aa-~--~: ~,,,ti} ~,~'1c~` ~f.~•:i~ ,.~~i1~' ~t~ ~ V~.~ ~ ~ i . t i ~ ~ )~1"~~ r"I I t i t '`y ~ ~ i t;+ / ~ 1'V' „ i°~ " v + f- ~ c- ~ 0~ ~ _ % . ,_..,F , 1 ~ i f ~ ~ _ l i~ 1 ~ ~ - ~r,..y._.-.. ' ~ ~ ~ 1 ~ . t { ~ 3'~-~ ~ rf - ~ ~ J ~ ~1 t ~ 1 ! ~ ~ . ' ~ . ~ ~ ~ ~ 1 m ~ ~ ~(1
` , ~ ~ ~}p~ ~ ~ t ~ . j ~ 1 ' C~~ r , ~..,,,,~A'~,~~',. „~"."'.-...:ea-~~~ i11~~ ~ ! I ) I'' I j Q~ ' ' ~ ~ _ ~ ! 1 I i~ i . ~ ~ . A` E i. ~ I ~ ~ Q ~ u 1 ~ , . i ~ ~ f i ~ ~ i 1 ` ~ ~ ~ / . ~ 1 7 t ~ ~ ~ ~ , j - ! , ~ t j ~9qt i i 1 I ~ ~ ' `i 1 ° ~ i ~ ~ ' ~ ~ j J
, ~ ':1} ~ti, ~ i'; . , ~ ~ t A\~ ~ ~ ~ / , ` - - t 4 s ~ . ~ % r l ~ ~ ! `y i i~ F / ~ ~ i ` t J ~ ~ . i'' , ~ ~ 'r ~ ~ r r 1 e~t ~ r' ; ~ . ' _ i r ; ~ ' i~ - i . . r i ~ ~ 1 , ~ / ~ . ~ ~ ~ ! 1 A/~' 1t '~,"`"J > - 1 . ~ . 1 ~ ~ l ~ ~ ~ ~
f ' ' " " ~ i1F~~ {tj7E 1 1 i ~ ~.F' . \4`~ ~.~~ti ' P , J ' r-~ ''...`-r'-- . _ . ~ ~ Y„' ~ i~1 / J / ~ .1 / / % i ~ t ~ ~ _ ~ ~ r"` 1 l ti ~.~P t ~ r / ~ , % . a ~ ~ ~ , ~ t ~ . ~ ,'~`~4 ~ 1 ~ ~ t ~ F- ~ 1 0- , r . . i , 0 , - ~ . . ~ 1 ' " 1 ' '/.c~ ' ~ ~''`S~' A ~ ' r W i ( i t ~'v + 1 ~ 1 i j f i, t r C . .r ~ .,~'ti j p 1 S~` 1 r f j J - i / 1 ~ ~ p: i r / ( ~ i i ~ ~ / ~ 1 I l ! ~ ~ ~ ..e.,-f _ . . r ~ ~ ,~:v_,.~. `.A ' f ~ t i ~ r t a ; A ~r ~ `c _ . ~ ; ~ ~ l
~ A~,.~ `^~/1~~~t~~~;~. ~'1 f / ~,r,, ~ ~ . i ~ .I~ ~]l i r~ ~ , . . * 1 ~ ! i - . - •7 ~ ~6 ~ i ( . ~ ~ ~ c f \ ~ ~ `i & ~ ) j a i 1~/~='~`"-'~-,•,-- . ~.r-.~~....... . , ^:"ti° ~ TV~'~I~6 ~ ~ , ~ ~ (~I~tll~1[~~.~~` ~ ~ r~ ( f ~ ; t/ f / I ~ ~ ~ ~ e ~ ~ ' t 1 ~ ' ~ ~ I ~ ~ ~ G'^$~ ~s " ~-.--.e i . ` ~ '~t,~`,.~~,,,) i i i t I t ~ Q - ~
l ` ~ I { ~ l~i.~~!'r~...'~-:-..~_,.. ..Yr'~--.---... ~ L 1 \ ~ ~ I)I~tilE~,1 i . ~ i ~ v ' i ! 7 ~ i ~ 'i~ y '.,v v,~~ ~ ! ~}f I~~ 1 i1111~ f ~ ~ , r ,~il; `-;r~~. ~ ~~t~~~ ~ i~ 1 s~- ~ r ~ ~ ~ ~ ~ . ~ 1 i ~ . ./I ~i~% i ~ li ~ ~ ~ j J ~f j'1': ~l ~ l% ! ; ~1~ • ~ . \ ~ ~ \ ~ J~ ? ~ f i F t ~ / ~ W / t ~ V t ~ ~.P Y~ 7 7 ° 1 ~ t f / f' i \ t f i F i ~ ~ r.~ ~ l ~ i~ 1 ' ; { y . ( : ~ 1~} i ' ~ i i x ,p23r' __~~~\v ' ' ~ V f ~ i 1 ~ ~ i G~
t ~ a ~ I ~ ~ d ~ ~ ~ -f i t ' ~ V,.~ _ " 1 ~ ~ . " I ~ i ~ i ~ ~ } ~ 1. ~~~'1~ ~~~?~I~~lr''~~~.-~ t(G,. ~ t ~ ~ T~~1t1 .r i ~ i t~ i f ~ i ~ ~ e / ~ V . ~ , 3~ : i ; `~`-.'_1 ,..V ~ V ~ _A~a . ~ { ~ , ~ ~ _r ; s ~j ~ ~ , ~ f ~ r ~ ~il~;?r~~ ~ ~,'`~--~`_°;~_`~~'-r.~~ ~ ~ ~ ; 2u ; r , ra \ ~ ~ ~ n~~~~4~,~t~~~,r--', ! I ~ ~ ~ ~ :ti ~ ,t ~ ~ ~ ~ j ~ ( ~ P f ~ ~ ' / ~ ~ i ~ i i'Y ~ ~ ~ ( ( ~ ~ . ~ i ~ i~~ ~ i j i } ~ G ~ ~ ~ ~f~ J / 1 \ c ~ ` ` ' t t v ~ C[ ~ i ~ ~ i ' ~ , / 1 i iy ~ E i v, ~ ~ i ~ 1y ~ f ? . ~ . d ~ / ~ ~ ~ \ ~ ^-..`,r_ 1 i ~ ~ 1 i ~ ~
~ i f ~ f ~ { ~ { ~ trl r( f ~ r1 r t~ " ~~"V_'"""r~~1`. ; V . ~ ~o , ' i--°„_,i_'__-' ~l~t . r j t~ tll~. i~ ~ _ ~ ~ 1 ~ ~ i ~ ~ ~ ~ „/~1 ~ ~ / ~ . v ~ i , ,1 i ~ } i 2, . ~ ~?:v6v ~v, l`. 1~ } t i11 t~~ t`~ ~ ~ 1 ~ 1` , 4 ' ~ r I ~ ~r . ~ ~ --...e~- ; ~ l _ \t t . ~~~,E ` i r \ ~ F ~~a' C ~V~ t~ j I~ ~ ~ J _ i ~ i i ~ y W Q ~ _ ~ f V ` ~ ~ l ~C~ j ~ 1 1 i ; I 1 i I ! Q` ` r ~ \ ~ ~ ti ~ i ~ ~ / ~ 7' \ ~ ~ ~ I a r ~ i'~ . - ` z~; ~ , t,~, _ ~ ~ II; ~ , ~ W N ~ P i l 1 ~ ` t/' ro ' f f~ , A ~ i I { ,14 ~ ~ ~ ~ ; ~ ~ • ~ ~ ' ' ~ rt~ ~ % ~ . ~O ~-,r'' 1 1 S V ' 0 ~
~F i ~ ~ ~ ~ 1 ~ ~f r , ~ ~ ~ t ~ ~ s • ~ ~ _ . , t ,A~i - _ e ~ 1 ~ i ~ . E ~ ~ ' 1p ~ ( ~ ~j' \ ~ ~ ^~~i ~ ~ ~ ~ `w. ~ ~ / - . ti, ~j ,~q.~, ' ~ ~ ~ ~ i < < { ~ r , ~ ~ f ,i A ~ \ I ~ ~ ~ - ~ ~A , ~ ~ ~ s ~ 1 ~ ~ f ~ t/ ' ~ 1 , 7 % ~ - . . ~ ~ 1 , ~ i ~ ! ti* "5,~ ~I~ ~ , r l~1 , ~ - - r t j ~ ,~'1 ~ N r~ ~ V i~ } i~ s i~ , f , ~ ~ ~ ~ ~O I { ! ~ Y ~ v ~ ~ r ~ ~ , li i1~ tf ~ ^w,~ , ~ ~ U ~
Illli q ~ ~ . ~ a ~ ~ i~`"~ ~ii;i~ 1 ~p ~ f ~ i. ~ , ~ , j~r '/Jl ~ ~ ' ! / ~ ` ~ ~ ` _ ~ ` 1 ~ fi f i ~a ~ , . ~ . .t ~ ~ ~ ~ , i 7 ~ . ' i l i 1 ~ ,c,_ ~I~.- ~ i``,. _ l~ ~ ~ ti 4 ~ ( i ~ ~ ~ ~~,}~ti - ~ . l~ 1~' ~ A i.x~ l ~ ~ ~ ~i ~t(.'fl(J`~ ~ ~ t ~ } r ~ d~ ~t 1 r rl ~ / !/°2 5 ~r . ~ ~L, ~ \ L~ . . ° . P .m~l~ ~~.,~ti,~`~A ` r ~ i ~ ~,~i ~ F i t V ~ ~ ~ 1 ~ ~ , ~ ~ , - ~ 1 ~ - ~ti `1` 'ti \ i ~ ~ ~ ~ 1 ~ i V ~~1~ ~ A ~ t~ 11 ~ ~ ~t ~ . . ~ ~ t 1 _ , V ~ + ~ 4y y ~ -~;1'~- l I J j _ J I~I~ ~ ~ ~ '1 , , ~ ~ 's ~ t ~ , 3 ~ , ; ~ ` , ~ ~ 1 ~ , 1 t ~p
. i ~ ~ ~ i r f ~ ~'p . ~ 't t ~ ~ A 7 ~ l'. I . t ; ~ ~ i f ~~'O 0...' , i o v `~A, . ~ ~2 f ~ t'~ ; ~ ~ ~ ~ . . . U ~ ! L ~ ~ ~ ~ ' ; . ~ ~~tf ~1,i ~Jr' . ~ r~,-r' ` ~ ° , ~~i c 1 -t vA~~\~ ~~~y. A ~ . . . 1vt; ~A-~~ i 1~t~.w,a.:~ ~ ~ ~ ~ . a."~ V~~ n t ~ i Ir~l, !r.~(~ / _ \ ~ ~ , ~ ~ ~'h" y~ , ~ / t t7, r ~ , ~1 i ~ i ~ ~ ` IJII~QW~ n ` f , / ; j/ ~ A~ ~ ~v : ~ ~ ~ _ j ~ ~..-.v , . ~ 4 ~ t 1 ~ ~ ` . ' ~ J ~ ( ~ ° a, ~ A ° ~ ~ ~ ~ ~ ~ ~ i • ~ -~-w~\ ~ J p,
~ ~ t 1 ~ f ~ t l r ~!i ff l ~~f'~; li'/ ~ ~ .J~ ~ i l~'~ 1 ~ ~ _ ~'l~'~' - . 5 y~ ~ ~ ^ r~ = ` ~ < < , f , , i~I.. l,t,F.rr . , . . . . . . ~ , . . ~ , . , , , . . . , , . , - ~ti. . , . _ „r,.~eA . ~,•~.1~..~-.A_... ~ ,n~ . U' -'~f~, l~ r ~ , , . . ` ~ ~ ~ . , = . ~ ~ , ~ ~ Pua~AC~ ~ ~t~ , ~ , . , ~r3,~v DRD ~ ~ ' ~ ` Sewer Collection/Extension System
Z UTILITY INSTALIAII~NS AND OTHER PUBLIC ~ ~/1~: : HECKED ~y ~ The City of Roleigh consents to the connection and extension of the City's public sewer system as shawn on r~,^
a FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~g~ Q,^\~~ this plan. Tne material and constructians methods used for this praject shali conform to the City's Puhlic V IVI ~ ~1y6 ,y'~~~0 Uiilities Hondbooks' standards and specificatfons: AP~Q~E~
a RA~dPS ARE TO BE CONSTRUCTED ON ALL STREETS ? • AS SPECIFIED BY CITY CODE, THESE FACILITIES ~rl/~~j ~~1vj1~~\~~ IHIIN fllu~U c~ty or Raie~gn ~iM M
u~i HAVE BEEN APPROVED BY THE CITY OF RALEIGH z AND SHALL BE SO INSTALLED UNLESS A CHANGE GRAPHIC SCALE Public Utlities Department Permit START DATE
0 ~ IS AUTHORIZED BE WRITTEN APPRQVAL. PUBLIC Conatruction Approwl 200 0 100 200 /00 800
o SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ACCEPTANCE. oote JOB CODE
w SIGNATURE: J PUBLIC -
_1 i-i > Water Distribution/Extension System { IN FEET ) The City of Ralegh consents to the connection and extension of fhe City's pubiic water system as shown on ~ ~~~i~t~~~
U) ~n cr LIVUItVLCR W 1 I11C11 = 200 jt this plan. 'Ihe matenal ond constructians methods used tor this project shalV conform to the Cty"s Public unHrrnvu Uiilitiea Handbooks' standards and spedficatlons: A'A
Er PUBLIC U11LI11ES 0 IMV City af Ralelgh
LL- ~ TRAFFIC ENGINEER Public Utlities Depmtment Permit
co E Construction Approwl :
CONSERVATION ENGINEER L co Date
T C
C - QJ . ~
U'
~

~
i ~ ~ ~ ~ ~ , ~
I' I 15 ~ I~l I- _ Q ~ ~ a~~6~ ~ C~ ~ ~ \ N ~ , ~ 0 ~ U ~ PUBLIC Sewer Collectfon/Extenslon System
~ ~ ~ ~ ~ The c~ty a ~ The Clty of Ralefgh consents to the connection and extension of the Clty's pubilc sewer system as shown on ~ i _f
4 ~ 65C4 ~ ~ ~ ~ this lan. 112 ~ ~ ~ a ~ - ~ ~ Uflities Hc this plan. The material and constructions methods used for this project shall conform to the City's Public J Uflities Hand6ooks' standards and specificatioos:
1; 1 ~o z ~ ~,t of Ra ~ ~ ~ L City of Raleigh ~ N j ~
4552 I~ o C.~ , P~~~~ ~t,~~ _ a~~o ~ ( . Public Utilities ~epartment Permit ~ C U ~
1 ~ ° v J v' ~ Constructii 111 6427 r` _ ~ Construction r~val ~ ~ ~ - w X ~p I ~ - o °
W ~ o~ ~ 017 A , 18 ^ ~j- z i oote ` oote j +-1 d = a~
~ 4455 ~ ~ , ~ ~ ; 116 72.16 i~ , ~ i ~ ~ =c~orrn ~ ~ - C f~N~ PUBUC ~ U~ ~ N N c~
~ ~ ~ U) ~ ! i ~ i z , ~ ii 64c1 Q ~ W~ N , Water Diatribut}on/6ciension System ? ~ , , ~ ~ ln C~
~ a7 91~ A9~~ 1~ I ~ The City a ~'8S~ ~,.Fqgg I ~ ~ ry~ j this plon. The City of Raieigh consents to the connection and extensian of the City's public water system as shown on ~ i l J ~~S '.5~ U ~ ~ m ' a .structi ns methods used for this ro'ect shail conform to fhe Clt's Public 1 ~ z~~ this lon. The atwmi nd con o J ~ F P J Y i I I ~ N f~
~ ~ ~ I ~ I ~ Utilities H~ Utilities Haodbaoks standards and specifications: ~ ~ I~ I Q~ ms d~ 0~
I ~ ~ ~ 118 00 R City of a ~ c~ z 1. ~ I ~ Pubik Utill City of Raleigh ~ I ~ Publk Utilities Department Permit {f o ~ ~ ~ N'~
3391 4360 ~>r~00 ~T~~~~' 6314 - y ! do ~tr ~i i ~t 1 ~ ~ ~ I Constructi j I O 0) ( L ~ ~ Construction Approval ~ ~ ~ ~ ~
23 ~ M n t i ; ~ I _ ,i ; RQAD ~ , , ~ ~\J , ~R( ~ ~ l ~ ~ C
'vE,' ~ ' S;,59 - ~ ~ ~ I I ~ . i.i( ~ - ~ V . . . ( ! !p~~~ I E~~v~ Y~ ~ 3 f B~ 50 ~ ~ ~ ~ „ ~ ~ n s ~ ~
~ /B 6218 ~Y v~ ~t , ~ ROAD i1 ~ iE, , , i I° n I I ppp ~ i~ -t-' ~ 3 BB I ~ N . ~ / 50 ~ ~ OM DISTU ~
_ 3b8V ~ i ~ ~~i-S ~4k.26'PfR1MEfERPBD1f41AtY ~ ~ I 11$ I ! i ~ j~ ~ I NEUSE RIV2~R ~ I ~ ~ - euF~z~EOnerrr U l
/ j fF/~~ f~,fl~~~1•~ I ~ i''J~f r~i r%' r/. f~ ~~F/. 1. j ~ I ~ i ~ ( ~ 1 ~ ~ ~ I ~ 20' PRIVATE STORM ~
~"f ~ , ~ 'r JI / r ~ r~ ~ r r~r ~ r ~ ~ ~i { f l ~.c~i ,~'j 1'~j/-~~_'~ ~ f~ /'r A-~ ~~;"i ~ ~ /~r.'t: '~'.~i "J'r~.'~ i~a``f;7:,t~ df~ ~/,r,fr~ ,r.:~r. ~ 1 /-5'SIDEWALK z DRNN. F_ASRAEM ~
~ ~/l+ y/? ~,>/'J~^~t,;,/, J~' 'G` / `i" r /~a ~N~dl~ 80 l 7c y ~ ~ &6~P~ ff ,2' / ;s? ~f fr f I , 1 s,~ae sa.f~. ~ ~ a r ~ RIMETI ~2j'pu j/ f~ ~ ~1~{ l i 'I ~5r~ ' .~yoJt ~rN ~Y,%~. ~'pi ~ /~'ti~~~j, f ~ ( ~ . 6,620 sq.ft. ,,."v. ~ n ~ ~twp ~ n 7 - .'rn P ~ ~ - ~'6 PERIMEfE PI~t7TECTIVE YA ' ~ I P a_._. ~ 2 PERIM~'CE ROTECTI F YA ' ~
/ ~I~'~~A a~~/ y,,'1, i IfI 'f~`!/~~' ~f ;~.md,~/ .P'a,~ !r~`~~ ''~/J I y . ' ~w , ~ 64 ~n ~s~ / `t F i& Jl . ~ . n'° _ o ~l o`" P ~0 aI 'r.~! i~r ~i j ~ ..i ~f' ~;~d ~~'~~vl~' i.~,/~~, i~~'~~ na ti ~ C ~m ~~ro" ~0 6~884sq.f! N ~ - ~ I I m - ~ ~o.zE4a.ft~ ~ - ~ m ~ ~ ~ " ~ ~~a - - ~ - ~ ; i DEVELCIPER TO PROVIDE R D ~ ~ ~ ~ ~ ~o a ~ _ - EQUIRE
~i / / 9~~ i, ~ . ti;'l 1 /%`r ~~i DBLWC ~i m w ~i m ~a~,~~ a ~ '~N ~o w ~ ; t ~ 1 l~i~ /r; ;a ~ ~ ~ ~ ; ~ ~ a ~ ~ ~7 y1 1! , ~ . 1~~ . /i : ; ~j~~ ; r i / ~PA ~ n~344 Sq.ft W a m ~ ~ . w ~ flf 4 ~ ~ / f / ,r ~ I F i ~ I. ~rl " ~ I ~ N ~ N ~ ~ ~ ~y~a 6 5 tt saft ~ TURN l~4NEPER NCDOT REQUIREMfNTS , ~ 9 r~ ~ ~ U4-t~ ,907 75 - ~ 1 SQ~ ~ ~ tqN m ~ ~ ~ ~ ~
~lll~/ I ~rS ~~f f~~ l / /r~/~ I t , , / , F »J9 ~ ~ j , ,%//i ~ a~ ~ D9L ti/~ ~ ~ ss D a , ~ r/ a6~,e~pfr''i /~~t ~ ~si i~, 5.6a5 sq.rt \ E RAMP f ~o e.s~i s~ r DBLHIC r ~ • - . . , 7.50' , 10: ~ ~ N '0 0 w ~t ~ ~ ~ ry . . 4:. ~ ~ ~ka5 00 , E~ ~ o ~ ~ sa ~
~ - i r , % ` ~ ~ : ~.J ~ 9 ' ~ ~ ~ ~ _ lI r t: f. ~ ~ i , i ~j~ ' R3Q00'~ 25.00, . O I ~F fj/~ i 1 ~ i j 3o.oa 5' SI WALlf ~ ~ 5 SI EWALK PWVatE r0~n DBL HIG ~ ~P so.oa' RAMP , , 1 ~ ~ o g w~ ~I ~ e~5~~ ~ ; DFVELOPER TO DEDICATE AN ADDfTIONAL ~p t r~ -r ? 18,~ zg~q~~(~ .~~P , s3 00' ~ 15'~' OF RIGHT-0F-WAY ALONG FORESTUILLE
t=r ~ f y' r- 7 DRAIN. EM R30.00' ~ 'r l ~ t , ~f.~' ~ 2c.oa' Ras.oo' , ; R35.o0' , ~ e2? 4 V""
~ `~f ~ . ~ ~ - ---.e-- ~ I , r~, - / ~ , , i, . ~ - ~ . ~ _ , ~/1f , , . i , 'j ~ iJ ~ . ~ . N ~ t ~ ~ ~ - , e ~ . ~ . , . , . , ~ a - ' " 8 ~ , s ~r ~ " ~AD AS SNOWN. ~ ',I ~ - c ~ . o ~ i sQ N ~ ; ~ ~ 5
r ~ V ~ ~ TO ~~~<<< ' - ~ - - - ~ ' ~ O ~ ~ . ` ~ ~ ~B `~~1 5 ~'BL' Q q 5QR : ~ 20'PRIVAlE5T0. ~ 1 B~~ ~ =ld F ~ ~
~ ~ r,~~,~ ~ ' , i F , , , ; j~ ~ ~ ~ ` r ~ ~ LOT rc ~,~r~, ~r e3e.oo' ~ ~ ' ~ ~~I;~~r~~ xf, ~ ~ i `t/ ~ ~ .~D~~~, 4t~aoo' , r f , . ' ~ ` , . , l' ',r"~~ ~ m m~ ` t d 15' 25~ I I/~ f I . ~ ~ a.~ ~ .ti . se.oo' ~ ~ ~"W ~ sP DBL HIC ~ " y ~ co~ m~ c m ~
J PR'~816r~ ~ F• ~6 \ : l ! r J , , ~ , ~ ~ ~ / r 1 ~o l 45 ~ t~ ~s~ ~'/l~f'~71. I~- /~l /,~i~r ~ j~~!f i F~~1:' ~1 n,864 sq.f!_ SR~ ~I~GLe 5.556 s¢ft. 4E ~ ~ V ( p~ ~ f . ~ ; ~ , . ~a / ~ ~ , `~i f, m 6.539 sq},I ~ 15' 260' _ ~ ~ ~ ~ a y.~se< ~ ~P ; fJOT~< - ~ ° ' ~ 9 SG~c. ~ ;R3o.oo' c < m tm- ~ ~
/ ~ ` /.Y ~ %lb2'~~ r a, / ~r • - I - ~ ~ N ~ /•,1 f/~.t/~~ i /f q~.i% o/~~~~~~! ~~/~~i,% 'f~1'~r,, m -DBLI'~C S1TE IANQLE N,~ m 1 2 ~ ~ r / / / ~ I'r" / ,~'1 ` ~~~'G l; f' ~i / ~,~~i : : % % % ~ r; ~1MP . o" v ~ ~W , n ~ ~ ~ " T, ~'0 ~ ' ~ z, s,eaz ~o , ~ 1 R3~.oo' i ' x ' ~ m m A~
'I! ~'~i I'r ~ ' 'i i's~~~~f,; i;~ f ~i~.tuiff ~ ~ jj/i'Jf~ ~ ~i v ~ j ° " j 6 , ~ i'/ ~ f ~ 9~N ~ r ~ i ~ ' I ~ / ~-45X25(J ° ~ n ~n a~ .8 w I ~ ~ ~w ~ ~ , D -p , _ o,~ ~ ` t a+` QWrm ~ ~ ~ T ~ ' m~4~
~ y ~ l %./r' ` ~f , ! „ i ~ I ~ ~ r~ i J` - s 1 m I P I ~ N d ~ ' . ,~i l,/ k'~% / ~.r d~~ " rj P t; SREiRIANGIE n , " 20'FR1V STORM ~0 5,500 sq.ft m ~ro ~v Q , ~ , / / ~ ',,~/~f o o-~ W S ~ ~ ' , J' ' ~ : f - _ ~ i ~ DRA(N. EMFMf t0 ~o ( n o U ~!,r~/,1'l~/ ~r ~r~ :~1~'°~,~ _ ~ 35 ~ o ~~I - _ p~ ~n o~ ~ 0 ; c~2-~ ~ '~a ~ ' ~ ~x , 1~~' ~OT ~ ~ 11 ~S .
/r ~f i . ~ i ~ ~ ~ ; /!r~ ii i S.o00 sa-rt. ~ ~ - - ~ f m j ~ i°v / , ~7 ktT'. Y~ f~9~ ~ ~i ~ ~ .r , _ ~ I ' j~' '/r~ '~1~/~/_ :r,' i~l~ / , j ~%j ! _ . ~ r.J ~ ° o ~ s4E ; Z 0 0 - ~ ~ ~ ~ ; ~ m ~n v ~ ~ 'w ~ ~~0~ f-- , ~
; I ~~I ~F'~ ~r ~ : f 7„~' '1!/1.'1r//~,' •f f% ~ ' 1 r ~ ~ 2~ _ _ _ - ~ / ~ ' - !f / ! ~ ~ / r ; ,~l ~ r'. ' . 5.5s5 e,~.ft. 5.at_ sq n - - 2(YPRIVAiES RM ~ t i l ~ ' ~ 0 x" ' ~ ~ m <
. i Jfr~ f ~ ' ~ . / ~ ~ f~i: '7'.i f ~ r ~F• i .f,~ / r" / ,i g~ ~ ~ 3a w 1 ~ _ ~ ~ ~,~I~: ~ r / ~ ~/-p~~`~ r';/ f~* f s 57t s rt- ~ 5~3e s~ it. m ~ I I Q DRAIN. PA9EM NT I 1 ~ ~ ~ l / ; k , a ..l ~ ~ ~i J ~ ~ lA - ~ . ~ ~ ~ i i i r ~1 ~RI
~ i 'f 3 ~ ~%I~ f ~ ~,m~. r ~ f ~ `J~ % ~ ah o ~ . " n v ~ ~ ! J' / ~ N'` ^ 1 ~ < ~ ' 1'l. ~ . . ~ ~o a ~ ~ / i/~ '~f. t~Ilca`. /~r.'W?/i~.'~' _ vi `0 m m m" o ~ ~ t" ~ i - O X LL ~ t r ~ y ~i !u. , r`~
r , A , ; i i~ ~ ~ ~!r' ' f/ , F ' ~ 1 ui N I I ~ ~ N ~ / ~J / , n ~ ~ / n, N~~ I ~ / ~I~ J Vf .r ~~q ~ ~ 1 l, i/r Jf~; /.//~l 8 a:~ k . f ~i0 S. 01 N] cj yj ~ 9Qi1. ! l/J/ ~P~ p. f ~ ~ ~ ~ l i ! / ~ 1'/~ j G s ~Y ~!'f / ~ : ~ - i . : ~ 6~2 ~ l ~f(r' v. rn ~ ~ ~ ~ _ , ~ ~ - ~ ~ ; r • ~ ~ s ~ ~ ~ + o m ~ - ~ 41~ sq `t. ~ . r~~' y . ~ 'v~ ~ ~ A \ y~ ~ S. ~ ~/j ~
~ f ' ~T ~ t ~ r ' s ~i~ ~ ; ~~'~.tE'` I ~ °.^O IRt~MF~ '~I I FUC ,°r'~~ ~ ~ ~ r ~ .si. 5'$I WALK~ I I ~ N ~ ~ ~ 1~'~ N ~ ~ n•~~ ~ d l~' ~ i` O V/ .~1 ~ ~s= , > ~ ~ o i ~ 0 RAMp~ . ~3y;;~ ~r I ~ ~ ~ u~ , ~ D ~
~ / < ~ i i ' ' I ~ f .'%~,~~,~'l~j ~ I ~ 1 u s ~ I I ~ ~ ° ~ , , , , , f,,~ s ~ ~ 36 B B ~ ~ t / 5 ~ , ~ , ~ .s%'lr ~i ~ ~ ~ ' 3~ ~i / '~'1 ~4 ~~;~;%,~,,.i/,~.; t~. ~ , r , ; ~ , k = J ~ ~,r. j s - t7 0 ~
~ ' ~ _ f , ;t r ~ ,,~~,1, , . , ~k~.~'GS,, l r ,/l~j~/i t~sa~c ~1 ~~>a` . .s:, vt.4.~_ i.,,~ ~.ti . , . . /i ~ a-, ~ /r : f . / - ' , ~ i ! `~/lf I ; . , ~ / _ , 0 ~ . ~ / / ~ ~ ; r ~ 6, 5' : ~ O = ~ ` ~ Z D C U ` ~ ' L. _ J 'Q ~ saao' ~ ~ ~ - m~~- ~ ~ ' Z~ ~
~ f;r.,'{ /r'fk~ "i t ~ R~7fy5p~, j`f,°~ ~ ~ 1; ~ i = . - ~ ; . ~ , ; , , , : . . / ~4~~/, r;~ ! ;~,I / _ ~ ~ e , ; > : . ~ ry ~J J ~ ~ ' ~/~t i J~ r ~Q ~Y ~l f ~ So,H'. i~ t ~ < ~ N e , . ' _ y ~ y~- a , I ~.~z ~ v = ~ ~ z ~ p;~ :ms ~ { ~ r' Ti ~ 1~~ a~_ ~ 0~ D ~ _ ~a~'' _ t ~ ; ~ Z~~
i ' i ~ l /'rl/ ~ i 1 . / . l,rr % ~'l ~ i, ~ ~ pe9 , ti- ~ ~ ~ ~ ~ ~ i,/ . l f,s. ~ - _ 6' ~ ~ 'f ..~"'w . . ~ 1 ~ i `f °1 ~ ~ " i . ~ '~~f; / r~fi~',r~ ~ ~ `L~~ i , . . ~ ~ ~ ~ ~ ~ ~~v ~~~,,E~ ~ ~ ~ ~ r m ~ ~ - Z
/ ,i~~ i ~.oai ~q~~n~r, i, f~`'~`/, ~ ~~i%'~.. >>f.~~~~~1 _ - / 1 ~~i~ ~ .'/"~f/~ ,~/,~-~h r.' ,ff{..,~. ~J ~,4 ~~C. 6~ ,'"i~ i//',.,~ ..Y/ i >-R30.OJ' 20PRN STORM ~ i~;.~> / i ~51 \ ti' . ~f°' ns I 551DE4V ~ H oEP Essiaus ~ t i 'i ~,~y i- ~ i~ ;~r z~/ ' r F~i RAMP y ~ 1' ~ 2 Il s DRNN. ENf 1 7R~ t 9G z ,N. ~ A ~ ~ I J~o oo' ~.15 x z50` ~ ~¢P' ~ 5P ~ ~ i 7R - 6~ ~ \ ~
f ~l/ j i; p~ rj, '~I~ ~ ~ i'i ~ r/ ~s ,r , / ~ 36.00 Y~ - H3~y~, ~ Q.. ~ f Lifi 250' .iC.00'~ ` ( ~ ~ ~i S ~ J;1~ i, ~ s~~ p iF• ~ '~i`~:;f,, ~ -R2s.oa' , jg;1225U' tL~& gb~ ~t~l SITE WANGLE ~ ~ 5 l f; ~~B~t. H!C i~ i i ~B N~1 / ~ rf5~~/`~i3 ri~ t/I1/ i i~~~• d ~ ~t ~ ~ r (,E ~ . ~i P Q~~ ~ 5 6~ ~ tr~r~ $ITETRIAN - ~ i1. o~ ~v ~ - ( i ~ ~ ~ ~ ~ ~ ~ ;~8~ ~c - ~ ` ~ ' l..~J
I RM9p / / ~`,a`~i r, `r,1f' r'i ~ /f`~ ~'~a~ :Y Sff~i I~ ~ ~ d a" ~ Ilpll s 6 1 ~ ' / ~y~3~ ~ ~ / 1 / ; ~ / / ~ ~ ~t . _h~ yr•.° I~1 w ~ ~ p~ a51 ~ tz ~,7 ' ~ E' RAh4P ~ ~ SPREADER W I " E , ~ ~ ~ z LLJ ~ ~~~`si,,,~ ~ ~ ~
~ l ~i%i/ ~rli,%~j . ~ ~ ; isJr/1~ 4-~~%i !~r/~i ~ rs B~~i 9k . o~ 0; y~ ~Y- / r" i T S 8 ~ ~Ji i f'R/rrJ ~ \ ~ /,'~~~~i '/li~ pa a / ~ ~1~. _ ~,G~ ~x' ~ ~ . 06 R~ 365 i~ p ~ ~ ~ ~ ~ " ~~I ~ ~ ±--saoo' ~ G~ ~ ~ ~ NON-D15NRB ~ Q ~ - ; II ~ ;
~ ~ /j ~ ~y p ° a m @' i ~~423 s f~ - ( - 1 5a` 9_tr I l J~f / rf/ ~lli /r,i i ~ ~ ~lf.~~~d~~," r~ N o'IT~ _ _ / / ~ Q- li ~ '~.0~ 55!]J ~C.R. ~ ~ , ; f p q .rn"~ m 30.00'- ~ ~:u ~ . 6 I j~ f l t~~,~i , F' ,/~iii i ~ _ li I 6.232 sq.rt_ y, tz ~ - ) NEUSEPJUER ~ ! ~ ' L BUFFERfASEMENT ~ ~ ~ ~ ~ ~
,1'%~i~ ~!~/i,' ~ p ` / - s - ~ ~s, , ~ G ~ 6'SIDEWN . ii ~ ~ l~f I~` ~ i~j/' ,~l ~ t s ~ x2rp' 6~ l ~.~Q ~ ~ ~ ~ ~~r/ i 1 ~ _ ~,~,~.5~ / 6' SIDEWALK 'll~; ~ ---J ~ r ~g•g~+ ~ ~ ~ Z
~ ,p~1~ -'c- i ~ i / : ~ y~ ~ ~ i r ~ t'~:` ~ H/C m Q0, ~ ' ~ ~ ~ ~ ~ ~ ~ l~ ~ W ~ 1 A ~''~1~; ~ jl ~
f. ,s ' ~ RAMp`~ ~ ~ ~ (I II. ~ 1 v ~/~n~ y~ ~~.;~i.~~~'~/ll-`~ ` X35~ 9~ i~i ~ i. ;;i . ,/r~~ _ ~j'.,' ~ f l \ . n _ ~ 5.65J jl' , f~ , , ; 1,1i' ~ ~ ~ , ~ 9~ r: ; ; , i~ i o~m i / ~ t , ; W ~r~ ~'~:l ~ ~ ~ ~t~ ~
. , r„ ~ 5 , ~~~~i~i ~o~ ~ RC '!'`,f ; ~ ~ -~iassr ~ ~a tfi " ~~~~~I~ 11 ~ ~ I ~ ~''i~ J% ~ r a! , f` i~ilGs~ ~ P o~ I~ ' ~~~i ~ ~s RO~D C , ~ f ` I t ~ i i ~
j ~ ~jt^~ „ , 1 26 B , . I~ ~ , 3, , r,~; , ~ , ~ , ~ I ~ / ' j,l, , ~ ~S1r ,a RAhIP~ _ 1\V~ ~ ,,,,r,/r, , „ - ~ , fi, Rh, ~ ~ ~ 6 ~L--- l ~ ~ ~E 26 B~ ~5 ~ ? , ~ / ~ r~ I _
i,rn~ {tr ' i/ .r' d~ . ~ I ~ I \ ' \ r`~, ; ~ ; ;f e~~~ ek ~ ~PRES 3 .a ~ ~ 9 B ' 4 ~ . , / ~ o ~ . ~ 50 , C. 1 ~ f ' ~j ~ _ J, ~ , i i iy .'ff ~~`,ri ~Oti ~ 1 ~ ~ ~ ~ 0 9~ q~t' ~ , ~ ~ LEVEl ~ /,~t~~ , , - ~ ~ U} 4 ~ i o.oo~ ~
~/'!j;' ` 1~'' l~, ~ % ~ DEVwLOPER TO PAY REQUIRED FEE-IN- LIEU , ~ / ~ % Ql _ ~ + ' ' PAYMENTS FOR 1i2 OF 41' B.B. ROAD FOR W
,i'~ ~l ~~'1, f'~ f 1~.~jr~~ 9i r 1 yg55 SY~~ \ $PREADER 'J,~' / 1 ~ . ~ ,1 i ~ I ~ ~ N• ~ ~ r i.,",;%,, l. "z ! R,d~ / ~ 1. ~ ~t i' ~,~'~~,r TQ ~ , ~ HIC~ 5x r~y ~ ~i~ ~ ~ ~ SP~tE4AE1' , i \ ~ I - ROAD FRbNTAGE ALONG FORESNILLE ROAd
/ , i , ~ f ; r : a ~ ~ i RAM ~~pN~ ~ N . ~s' ' / L~ s ~ ~ ` . `k. ~l ~ ~ ~ ~ NQ Z~ • f ~1
3/~,~~ / l ~ ~ A. , ~ ~ ' j'; l~ j ~ ~d ~t~~ tia~so;: ~ ~ ~ C~ ~ ~ ~ r/~*'i~~%~1 ~r.~~ ~~fi~,f~f/ ~ dg. ~z- 3~ ~q r, / ~ ,f~ %r.~1 l i,~.f' F50.o' a~~~ t ~ ~ ~ 'f%' 4.~~ ~ ~ ~ ~ ( n 6~ ' F 1 ~ ' ~ / % V / ~f ~ ~ r
~ ; ~ r ; ;r ~ - ,~r; i,~ ~ , / ~ ` ~ ~ , ~ , a t ~ -1 ~ ~ ~jr j r f, r i ~ ' \ . U~,~t ti`/ 1 G' ~ ~ ~ ~ ~ i 1 N ~ ~ ~ COL . , ` WA7ER ELEV (1 JULY _'065j=209.35 i ~ ~ _ ~
/ l{? ' l~ / e2.oa Q fi. \ ~ /L r ~ ~ ~ ~ ~ ~ r . r' ~ % i ;!i m " ~ 5~ sa~ , i~~ ~ (J ~ L ~ ' F 'i " ~ I , a a ,it. 7,1 ~ ~ ~ V' ~ ~ ~ ~ .`21 ~ j ~ E ~V ~ ~ NQ PIPE FOUND- SEARCH ~08 !T UNCOVE~E~ D , ~ _ ~ . - ~ ~ 'P \ F~+.~.~ ~ NOTHINCs. APPEARS WATER IS DR,fiiMiMG OUh OF ND f
~ ' i~ ~~~i' 1F ~ ~ ~i ! ~6590~ ~ ` 7?5~ ~ ~ ~ ~ -~1 f,~ 1f . ~w , yy~~ ~ G3 ,f 'v~~ ~ ' /~~/L.~3 5 ~ ~l j RA~ "~.~d-`~"~~ ~N' ~ ~ ~ ~ ~ ly i V BY DITCH ALONG WEST SIDE OF P61+D. ~'O~E ~ ~ ~ ~ c ~ ~ / ~ i ~RICISCq. ~
~ / ~ . ~ ~ . . 1' ~ ~ i ~ f~~l,t`,~f~ 'r fj O~f. j ~ 15G ~ i~. ~ ~ . $ ' ~ , ~d.?: / R~ ~ ~ ~ ~ _:.fi. ~a~ ~ " ' ~ ~ ~ ~ , ~ ~ _ ~ ~ ~ ! ' I - ~ m ~ w ~ r-7 ~ . r _
oi. /I~~~r ~ J/,~.~ ~P i o~~ -p • ~ ~ ~ ~ , s~~,, ,~r,~f j. ,i I y5 / ~ b9,. ~ ~ ~l ~ ~ k `f ~ ' i~' ~ j~,~ic'J , 98'SZ+69 ~ I ~ y~ ~ iA~ v ~ ~ ~1 ~ ~ ~ \ 1 ~a ~ k~ x ~ % \ ~ ; ~ _ > r ' ....-a ` ~ ~ ~ ; \ r - i
/!r ~1, I ~51 . C~= ~ ~ i~r/~ !'~/j~~ ! 'r~ ~ , C: ` k - i ~ ~ ~f j~~,~ . /Y~~,,~~, ~ It I s,a5s s~ r;. a ~ ~ ~ rj ~ ~ ~ ~ ~1 ` < ; _ ~ e~ ` 1"; ~ ' ~ -
~1~Y°;/r' Y ~ 15X350' V'4 } ~.r, ~ ~ ~ o ~ ,~g Q ~ ~ , s~ - ' 6-~. ' ~0 1 ~ ~!f~ ~ 'Q ~ ~ ' - ~ ~ , ~ ~ ; ~ - +
' - , 3 t - ~ % ~ ~ ~ `fj 3 sq.it. ~ ~ , ~''~,~'j ~ I ~n~ ~t~ ~ ~ ~ ~ ~ t ` 5Q~ (/~\j ~ ~ 5 l/ ~-T` ~ ~ oo+~te ~fi; ~ ~ ~ ~ ~ ~ + ~ ~ ~ „ ~ ~ ~ ~ ~ - ~
\ ~ ~ ' I / ~v QO \ ``t V ` ~ ~ • \ . . ~ i ~ . ~o~sa r~ N ~ oo, ~ o= 5~ .S, ~ .ro~'~ ~ ; ~ ~ ~s A " ~ ~ ~ ~ a , a ~ -n ~ ` ~ ~ 0 ~ - . ~ ~ ~ ~ ~ ; -
' ~ , ;e~ - - - ' I~~ - S .,c`t 7 Q ~G1 U 1 ~ ~ ~ ~ I ~ , ~ ~ r' ~ ~ ~ ; i F
Ioj 4i 4 ~ ~ I ~ ~ ~ ~`C ~ ~ V ~ ~ / ~ l J,t, ~ ~ ~ _ ~ I - ~t K . \ - ` ~ '^~!'tr~ ~ P - I ; j ~ ~ k~ y~ ~ ~ . - ~ ~ ~ _ I
. ~4 2d PFJVATE 3Z50' , ~ ~ \ ~ y Q G ~T~,~ 7 ~ , ~ ~0 ~ '~~ti ( ~ . Sppp' G0 ~ / / DRAIKC~15EMfM I I' >68 Ra 00' M a0~~3t` A, " ~ e~ 1v ~ I~ ~ a s.>ae sa: ~ f~ g~ ~ ~ ~ , ~ ~ ; \ ,
~ \ tE J \ °,r ~ AILDRCH 7~t59 sq.ft. ~I I' e° p ~j \ ~ ~ ~ W iC1 1, ~ ~ - t ~
' J i: ; ~ L _ 2d a' 1 ~ U ~ ~ ~ YRd~' ~ - ~ ~ . F ~ ~~c ~g ° . o , ~ ~ ~ / ,
3 i i . ~ ` ~ ~ ~ (n ~ ~ a , ~ o ~ \ \ ,~,M, ~ ~;r~ ~ ~ ~~''~y ; ~ , ~ ~ - - v c' if o~ ~rc fy d Q ~ A '~r,~i~ ~~a,.~~ ~tor/: i /rr . q'a/ _~x ( N~, e,. ~~,i, e ~ ~ I ~ e ~ Fq ~ ~
, f!i' ~f r~~ '`jr~.~~,~ .tr~i : ~iF~ ` . " - t67 ~ .J / ~ 4- ~ ~ ~ , ~ ~ i ~ ~ ' / - ~ ~ .
j~% ' i % r,~ / F ~ J ~ ~ iry p tYr ~~l J/' : ~~j ~fo , m = 6 g,9 sQ,f:. ~ ~ ~ ~ \ . _ ~ \ ~ i~ ~ . i ; / 1~ / f., ! ry~ f/~~ / i:r;~: ~ ~ ~ / 1 t i i/. a /i` pgLWC ~ ~ \ , ~ , j'l' ~ i ~`r"~ RAAp i~ ` ~ ~ / ~ ~ ~,2~ ~ ! . ~ ~ ~ i a ~ ~ ~ ~ ~ , 7 A , - i i ~
, f ; ~ ~ ; ij, i I - 1=166.35' , _ ` ~6 ~ \ ~ ~ . ii . j~, l ~ >a1~ ~r ~ ~ ~ 1 : ~ R=300.00 ~ S e ' sa`L ~ 'i ~F ~2~ ay~~ ~ ~ ~ ~ 32 „ ~ ~ , ~ + te ~r s ~ ~ ~ ~
~ t /i' /,/y'r ~J~ mm ~ i~ ~ . / ~t ~ _ ~~w ~ 5 ' ~ ~i ~ ~ / 1 . / ~ ' _.pC~ , ~ ~ 1 ~ ~ p'lt \ ~ ~ ~ ~ w ~ ~ j ~ o ~ - / ~ ~r
l,~' ~ 4 . . ~ ~ ~ ~ 6 j ~965q.ft. . ~ . . ~ \ n ~ ~ ~ ~ ~ ~ ~ ~ i i. II ~ s' ~ ~ ~ / ~ ~ . \ ~ ~ i ~ . ~ \ i i ~ ~ ' , , ` ~ I( ~ ~ ~
~ ii,~ , i 80~ ~ p- ~ - .~5 ~ , ,/i,'. - t,~~ 156 _ =1 i ~i y~~ ~ ~ \ ~ ~ 2 $ ~ _ ~ ~ - - 1 ~ m ~ ~ ~ - -
I i ~ . ~ x ~,as9 sa rt. +5:' " P- ~ ~ ~ ~ 0 ~ %i! i i~~,~~, ~ f w.Ft ~ i i~ = ~ i 5 ~ ~ f~ _ ~ _ ' / n~ ~Q ~ ~ / ' i ~ \ ~ / ~ ~ ~ , _
~~`.J'' ~f~/i' % .J . / ~ ~ , ~ i ~ ~ ~ . _c. _ ~ 1 ,,PR."9 tt~.~p ~ ~ ! = r / 6,98 i s~.. t. _ ~ _ ~ e4~ i a \ \ ~ ~ ~ - ` ~ ~]LI ~ M+v~ I
,~l~~ / l ' j !I'~';'~ ~ f r~~, WC l . ~ ` _ / f, , a V . ~ A ~ /;~j/i /,fi. : j ~r R~ 1 ~ ~ ~p ~i ~qa ~Q } r ~ , ~ r~ ~ / "•z~'. - u~ y'~ } ( ~(F.y=~`~ ~ ~ \ \ ~ ! s ~ / . ~ ~ / ~ VV ~ . V' ~ ~ 1 h~' ' ~ - ~ , 0
Fm "i; ~ , n i ~ ~ ~ b 1 1 - j y P ~ \ f ~ 1f~;f'~ ,f/1/, ~jg." , W Q . / ~ \ ~fn~~,~ / "t'.~// ~ ! ~ ~y ~ ~r i ~ I~''.,~/ff'~ o(;//' i ~ ~ - Y ~ 'ea \ ~ ~ ~ ~ ' ~ ~ ' ~ ' ` ~ i ' ~ ; i', - ~ i / N ~ t _
~p / y~, ` +3 ~ ~,~.1 F . ~~fR~. /b ~ ~~IC' l~ ,ru6~ y / ~ 6.3~5 S^.fi ~j/f/,: ~f"/ l~ ~~G'~Il~ na,~~ i// /i ~n ~ O ~ \ ~ 'r/'f/ ~ ~~~i YT. ~~lJ~ ~ ~"r / mN ~ f - 1 / ~ ~1 G~ m ~ ~ ~ ~ ~ ~ , ~ ' ~ ~ ~ ~ ~f ~ 1 ~ - ~ ~
'f" 1a ~ / ~ / %~1~'rf /j~i?.}Y!, ~Q: ~ ~ I Q> ~ r f~/ '-P7 ~ i / Q~ SG. . ~ : ~ a f So ~ /:.~!l 1,~i n 158 . ~S l / - / ~ ~ ~ , / ' ~ ~ ~ 1 ~ \ ' / ~ ~ ; - ~ ~ / ~ 1 ~ ~ _ '
/,~°J, ~ f~ ~f %r/ ; ~ , i ~ ~ J ~.~i~ f; pJ ~ ~ <1 sq_ft. ~ . _ Q . ~ ~ ~ i ~ l' r '!r~ j~ ~ ~ ~ 16? f~1 f ~ 's . e ~ ~ i~ ~ ~ ~ ~ ~ ~ _ _~r- ~ ~ ~ ~ ~ / ~ i ~ ~ i ~ } 9151 ~
~r. ~1~i ~'w~`/ , 8,325 spf; lu. . I H-r: '~V ~ . ~ s:~; tr - J Q ~:I , "`~~,;~i ;N~y' '~'~j ,',j, ~ j Q _ ,e0 ~ ~ ~ ~ . ~ ~ ~ ~ ~i i ~ - ~ ; J ?
: ~ J! / l..~1~ ~I ~~J m y.' N .J50 94.ft. 6 N Q ~ ~ II ~ I ~ F~a ~ / ! ih A'1 . SQ . ~ ; ff,. iJ~~~,'~,~"% J~°~;j/;~ °M N" .-o ~vm Ua ~-9 ~n - l ~ ~ m m m 6.~Y' s.it. y J~i - ~1~7p e~ \ ~ \ i ~i ~ / `1 _ i' _ - - , J ~ ~ , ~ ~ :J ~ ~ ~ ~ ~ i . ~ ~ ~i / ~ , l ~I ' ~ Q O / ` _ ` _ ~ ~ L4
i~~nl, ./`~'i~/: ~n II I'I 2~e a 2 \ / e.S02 0 , ~ fJ,i ~'l, r,r~ ~ ~/,1 " ~ e: DBL H!C sn, P sc_`~ ~A'P ~ ~ i 1 U~
~ f' `%/i f ~ s~c , RAMP ~ I I I 1 m '~a ~~nm ~ `~~~~{f . l, i j~ i1 r i ~ ~ 5.^JS s.ft. 0 ~iv , 6 B q ' . ~ , lB ~ y l; ~ ~ 45 ~ + ~ ~H~'~q , \ ~ i , ~ - ~ - ~ W XI NG~`~' r ~ ; ~ w~~~-
t , ,~i`~ ,,/;~f~~ R3o_ao'- ~ ~ z ~ ~ ° f ~ ~ r ~%l '`~r~r R25,00 { 30.00~ 4259v= ,I .=;C.00 ~ ~,G ~g~ . ' ` ` , \ E 1 ~ ~ , , ~ 1 i z ~ ~,0, , . N o ~ ~ ~ ~+e~E ; ; ~ I- ~ ~
~ //j ~ ~ ~ FI /C PR:SSION , -~35.00' ~ 9' ;-,-t 8 ~~i • ,/~,r , 1 ~i!I~ ~ }C ~ ~ ~ \ MANHO ~ - ~ - ~m~ ~
f/ ~ ~ ~r,: ~ ~ 00 i! . ~ ~ d ~ ~ ~ } t o ' ~ ~ , i , , ~ / , J ' ~ ` 6 ,10 A ~ J Z ~
~ 8 ' \ ,~j'1 ; , ~ ; ~~~,~~~i o ~ I ~ ~ ~ \ o ~ ; ,.,1 , 1 ~ , ~~zoo
; ~~r/ ','/~l~? /i~~~r'`~f ~ 6',. sa.r~ ~ ti ~ ~ rf;~i,~./j //1/~l, ~DBLHIC ~aaoc' 25.00' _ ;,i ~ ~ _ f; ~ . - I I ~BM1992~PG~869~PfINt A ~ I 1 , Sd ~ ~ ~
,''J~i f ~ ` /~f%/ ~ ~i i / ~P,~ 30.CJ' a 184 , 1 ~ ~ ' ~ . _ ~ ! . f ~ RLS.I~I I ~ ~ f \ ~ ' ' . i„ 6 v ~ / ~ ' ~ ~ - Q W ~ ~ ~k~ ~ ~ U J ~
~,%~I i ~fjf/; ~/i!f ~ ~ ~ ~ S~~II~ ; ~u~r~ ~an r so.oo' ~ - - - ~ ~ r ` m ~ o° ~ ~ I DB~ H~. ~~5 ~ p-_'a ~ ~ - I ~ - - ~ . ~a/' a ~ • ~ / ` L66~1 ~ ' ui itu ~ Q ~ . _ ~ ~ / ~ - ~~tU~t urr~~
r~,t, j I~,r/ ~'i o mo ~ 0 1 9 ~ fZ~P ~ II 11 ~~~I ~Il ! o LEVEL 20'C.O.ft , ~v f m ~ r f Jq~ ~ I ~ A ~ - - - ~ ~ BEwER / _ , ; , ~ fy~ _ o o • ~ N ~ I 1 ~ ' ~ SPREADER EASEkIEN1 O~ ;av, ; 1`'.0~7`' ~o- _ ~ i8o 0 i ORYDETEN110M~1 _ ~ , ti ~ - ~ ~r ~ - i a.o A ~ , ~ A, W a ~ - 5 - , R. - J , . , z
. g ; ,~f j~'r ~ , i`~.f~~ .~1f~ l ~ ~ ~ - . . _ ~ 1 s,a8~ sc.~. m`D I~~ I D , / fr-~o,, . :'f ~ , ,l ~ ~ _ ~ " PONDC i~, I ~ . , ~ ~I`ill ap,~7' ~ a - _ ~.I. ~ ~;U ~ i -a 1 , ~ n . . ~ ' - W ~ N U'' ~~!J~ ~ ` , : ~ Q S/
~ ~ ~ ~ ~ _ _ ~ EXISTII EXISTING ~ ~ , ~ . , : . ~ ° ~ , . / ~
, _ ~ r- ~ I---- ~ ; ~ sTn rs«~az~ 26' ~ ~ , PERIMETERPRpTE ~ MANH( t b 1~ ~1 - ~ V ` ~ ~ ~s ~ ' . ~ MANHOLE ~ ~ ~ka ~ - . . DRAWN
tn ) ~ CTIVf YARD ~c~ ~~~~aF cRE~ ^ co f I ~ i ~ z i ~ ~ / - - - i ~ , . 1 t : ~ ~ , DRD
H ~ II \ \ ~ ; `t UTILITY INSTALLATIONS AND OTHER PUBLIC ~ ? , , , r~ ~ ~ ~ 1 ~ EE .~0. ~ HECKED
~ i j~ FACILITIES, 1NCLUDING SIDEWALKS AND NANDICAP i _ ` ~ ` ~ v 1 ~~1H~~, \ ~ ~ , GMM
° ~ ~ j RAMPS ARE TO BE CONSTRUCTED QN ALL SIREETS ' ' ; ~ I AS SPECIFIED BY CITY CODE. THESE fACILITIES I ~ ~ ~ l' \ '~'a~~ McIN~,,a ~ \ 1 ~ ~ »~~11~u~E~~~~ ~ APPROVED ; , ~
z ! ss'p~~ HAUE BEEN APPROVED BY THE GTY OF RALEIGH i o i ~ ~ ~ ~ GMM
~ i AND SHALI BE SO INSTALLED UNLESS A CHANGE i ~ o ~ I IS AUTHORIZED BE WRITTEN APPROVAL PUBLIC ~ ~ ~ ~ ~ ~ START DATE ~ ~ ~ ~ ~ Z~ ~ ~ ~ ~ ~ ~ ~ ~
~ i SANITARY SEWER EASEMENTS ARE TO 8E RECORDED i ~ I~ PRIOR TO FINAL ACCEPTANCE. ~ V ~ ~ j ~ 1_0 ~ ' i ~ ~ 7 ` ,
~ ~ ~ i SIGNATURE: ~ ~ C~ ~ ~ ~ ~ , ~ JOB CODE \ v ~ ~ ~ ~ i 1 i _
H I ~ ~ ~ 4 ~
~ n~~~ ~~i i i~iuiT~ici n ' 1! ; GRAPHIC SCALE SCALE ~ ~ ~ \ i ~ ~ ~ t ~ ~ _
LLI I - 1 I V I V L L L V V I I I I I I L L U i i GHItF tNGINEER \
100 a so 100 200 o ~ PUBLIC UTILITfES 200 +00 o DRAWING ~ ~ ~ W 1 r^
i ~ TRAFFIC ENGINEER N/F Jm ~ UI N0.
4~ 1746.01-19-5209 ~ , CONSERVAIION ENGINEER ~ /1 i ~ IN FEET ~ 4 9 4 C_) ~ t1~ o
\ /~1 r) ~ I ~ -
ZONED ~ WILLIAM J. L- 1 inch = 100 ft. ~ -4 ~o ft. ' 4 zZ3
' n R F/-7q PAri F q~ . ~ (140) m
~
~

e ~
~ i ~ ~ i ~ U
i ! ! ! Mhl#15 ~ ~,I ~ ~ J
~ ~ STA 26~39.05 7.70L e _J ~9.05 7.70L , ~ : ^
~ ~ y RfM ELEV. 228.02 ~ I I k Y ~ ~ „~R ~ .~~4 'R a$ ' y~ l. 228.02 _ i~ ar w a~
~ ~ ~ ~ ~ ~ ~ ~ ~ x s ~ ~ ~ UVV OUT 22425 I ~ ~ ~ ~ p ~ 22425 r ~ ~ > " ^ ~ ~ ~ d o ~ a
~ MH#37 ~ ~ ~ a~ , a ; ~ ~ ~d _a~~u
~ ~ ~ . ti ~ RIM ELEV. = 258.00 j ~ ~ ° ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ = O ~ ~ ~ ~ i ~ ~ ~ _ ~ I c0 I~ ~
f~ ~ INV OUT = 250.Q0 NON-DISTU B ~ R ~ ~ s ~ ~ ~i r ~ ~ ~ ~ ~.a ~ ~ I~ N (A u~.,,~ r ~ ~ ~ ~ < ~I C~ ~ : p ' ~i~ ~ ~ ~N~v~
~q~38 , ' NEllSE RIV~R ~ ~ ~ BUFF~R E LENGTH 148.20' STA 114+47.52 7.64L ASEMENT ~ 0 ~~~o
~ ~ SLOPE 6.187% RIM ELEV. 247.21 ~ MH#23 ~ ~ ~ ~ z ri c~ ~ u~ ~ e cv ~
~ i DIA ' ~ 8in• INV OUT 241.01 ; STA 107+18.14 22.02L \ ~ i Q ~'m~~oa N , ~ JL ~L N tn
~ STA 1!07+18.14 ~ ~ , / 9 N N O) ~ . . ~ . ~ a. c- r
~ ~ n+tH#3BA . . F C ~ ~ ~ i ~ ~ ~ ~ w.J
~ g ~ ~i STA 113f81~. 7~ 6. 6 I P~R~~~~~ ~ ~ ~ ~ ti o , ~E u~ ~ o ~ ~ -RIM -E~.EIf:- 4~.~ - . _ _ I . ~ ~ . , f ~ i ~ j ~ ~ 26 PERIMETER ROTECTf E YARD ~ ~
~ ~ . ~ ~ - - - - - ~ ~r c ~ ~ ~r ~ ~ ~ INV II~ 235.2 i t~, 2~t~ u~. t:. ~ - u~ ~ ~ , L~ ~ ~ r~M s ~ ~ a ~ ~ ~ `a, _ ~ ~ - ~ D V LOPER 0 P OVI ~r, , E E T R DE REQUIRED
~ ~ ~ ~ ~ ~ ~z~ .,s, ~ e;,;;~ . s~.ft ~ INV F~T 235 3 ~ ~ - I ~ \ ~ ~ ~ w r ~ wQ ;c7 „ (E~ s; ~ ~`d ~ r i 1 ~ ~ , ~
~ ~ . " - ~ ~ ~ / . r , , = i S' r` < ~ ~ 0 , ~ ~ . . ` I r , . r. C? r I ~ e ~ , , Iw . , F; ~a~ ~ 'x i 's~1 ~ ~4 ~ ' TURN t.ANE PER NCDOT RE UIREMENTS - < k 4` .e~j~ ,u,.~,~ ~+t ~ ia~`~ U: Y, j l `}p~9"11:~ p, ~ b L E= {
~ a) ~ r~ ' I ~ ~ ~ . - , m~ ~q ~ „ ~ ~ (9 ~ ~ 1fLL ~ ~ q y ' ~ ~s ~ l:; I g~i ~ ~ ~ ! ,n
. . ~ I i r i ~ _ r~ ~ , ~ ~ _ + ~ ~a.~ ~ ~ ~ o ~ , ~,p , ; S A 106 61.0 4.53R I ~ ~0'! 1 ~ ~ i E~-n ~ .^S. « j IG; y'.(y' i ~Y ~ ' 1~ zi_ ~ ~ ~ ,
, m ~ ~ ~ , ~ ~ ~ ~ ~ ~ I R M ELEV. 35.96 ~ ; ~ ~ V ~o , . , . ~ g ( ~ 1 ° 3 ~ V (N 229.~ ~ ~ ~l~ o ~ ~ i ~ ST,A~ ~~5~~:96 7.23 ; i '
~ ~ f v ouT ~s: s ~ i . t,~ N o, R~i Ev. ~~.os ~ ~ - DEVEI.OPER TO DEDICATE AN ADDIT~ONAL Y~ N ' ~ i ~ ~ 23.62
~ I ~ ~r~ ~ ~ • , ~ ~ r. ~ ~ ; ~ ~ ~~.h~, ~ ; e cKCO~ 15 0~ RIGHT-4~ INAY Al.O~lG ~ORESTVELLE , ~ 22 ~ , o
~ ; x ~t a i p w ~ ~ , ~i ~ ~ 1 ~ ~x~ ; , _ R AD AS SHOWN.
" ~ ~ 1 ~ - - _ , z 0 ~ g3 ~ ~ ~ ; ; ; ~ LENGTH 36.34' ~ w y ~ 4, . sa, ~ ~ ~ . ~ i'r. ~ ° ~
~LL~NGTH 177'.a+~~~ ~ _ _ ~ Y., ~ --L-~-~ r----_._ _ _ ~ ~ ~ 1~ ~ $~00' i , , ~ _ . ~~r ~$8, - 4~ 1 ; ~ f ' f~, L ;
~ ~ N~GTH 1 ~ s;,~ ~~°l0 4 1.7T~~v.~:_ 61 ~ f , ~ p j ~ ~ ~ ~ ~ ~ " 1 ~n~ ~ ~,.t ~ ~ 9"1 ~ C 1 ~~+'yr :X ^.kafk ~ r4Y
O O~~ tiS' 10 t 't t~~, i ,,r , 4, Q~ ~ Gy~: ak 25,00' BRI COL m~~ m
,~q i • P?' ~:lJ ~ . a . f ' 0i ' ~ P tS ~ l''~ ~ , ~ yb ? .n -
~ MH#19 ~ ~ ~ ~ ~ ~ I ~ s~ : ~ ~ _ ~ , r, ~+E ~ MH#21 ~ ~ ~ ~ ~ ~ ~ h . ~ ~ ` STA 1 +90.48 5.00 - ~i;~ J sy. _ ; STA 105 19.32 5.00 s ~ _ ~ ~ ` ~ ~ ' ~ ~ - ~ ' .4`~ . ~`f `'''''',r'~ 96' ~ 9 ~ ~ ~ ~ ~ a~ ~ ~ ~ m 4„ ~ ~ : ' , C ~
blFtl~2 ~ ~ ~ ~ ~ ~ a ~ ~ v 7 / r+ a ~ ~ i, RIN(~~ E EIO,~ 247.29 ~ ; STA 11 5.05t ~ ,,h, ' I ~ ~ ~ w ~ ~ ; ; S , , M 4 , ~ ~ .~C.,~ t G~ o~ i ~ - ~ ~ , x w ~ .~y ; - ITI r ~ p. , p - ~ ~
~ INV IN 24Q.86 ~ STA 02+67.92 5.0 ; RlM ELE . 239.83 ; j 3 z ~ STA 1 a ~ ~ . L ~ r- y.~~ aQ m m
~ - INV fN 240.$6 ~ RIM EV. Z44.10 ~ ~ ~ I ~ ~ RIM EL . 229.50 ~ i INV IN 2.70 ~ 4 ~ ~ i v~ ~ ~o 0 ~ p , 0 D \ , ~ r- IT} -
INV 0 F 240.66 J INV I 238.17 I I ~ IN 2 3.70 ~ ~ ~ w ~o iNV IN 3.1 , ; ; " ' INV 0 T 235.97 ~ ~ I ~ ~ ~ ~ ~ , ~7 ~~t- ~ . ;c. INV T 222. 5 ~ wm0~ .1 C~Z-I
cs 1 ~ Qt 233.54 ~ I ~ : ~r ~ p ~ ~ 1 °~'U 4~ I , ~7 I w K'~ r* 1 d- : ~I ~ r i ,v~ V :C, / v'- + ;~:5 ~ rn .f' , 36. ~ i ' ~ ~ ~ d
r,Cs u; ~ j ' ~ «i A ` , ° r9 0 9 1 ~ V ~ i ~ N ~ ~ <~a ~ ~ W 4 60 ; ~ , \ 'tt - Z ~ ' ,~63' ~ ~ ~ ~ ('n Z 'TI ~
i i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~1 ~ , , ~ ~ N
_ ~ ~ ! ~ ~ ~ ~ ~ ~ ~ ~ ~E MH#13 ~ ~ ,r ~G ~ t i ~ ~ ~ D ~
~ + ~ STA 110+ .15 ~~c; ~ 1. u;~~;9 sq.{t. ~E~1~ .,~.r~ I g1~~ . ~ . ~ 1P ST~4 8+57.2 / Y., ~ ~ ; m < a- / + .1 4. ~ Z
~ ~ ~ ~ ~ TA 109+16. 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ E V. .~o I ~ ; M 1A ~ Y , - IM EL~V. 30.50 N ~ ~ pN~ ~ 2 ~ ~ ~ CJ
~ 't s I NV IN ° 99.0 ` ~ ~ STA 13+50 4. ' u; ~,Y, ~ - i Nif IN 222.3 2 - x L . . t- ~T'1 ~ ~ , z
~ - V f[~„~'19A01 p4 ~ ~ ; RIM ELEV. 239. 7 ~~s~:, U ~ ~ ~ , NV Oll~ 222~19 ~ 34q. ~ i ~ ~ ~-t~ I ~v . ~ ~ ~ i vo~~;~2~8.ep , v~ ~ ~ i ~ ; D ~ v~ W ~C , ~ _ Z o
iNV ~ 233.17 ~ . ~ 3a ~ cc, ~ ~ ~ , sfl ~ . r~? ~ ~ ~ ~ ~i:~ ^~y. r}_ I , I L~ . ~ w O I ~ 1 - 7 30.9 INV UT 2 ~ ~ ~ `t ~ ~ 1~ r" - ~ ~ ~ , i . ~ ~ v m z `f . \ 1 r»
~ c: , ~ 6~ " ~ :~5, k . ~ ~n , I I~ ~ t ~ L ~ ~ ~ ~ ~ ~ ~ A ~ t7 . / \ ~ ~ ~ : A / ~ -
i j , m. . Q~ ~ " ~ ~ ~ ~ ~ i , , ~ ~ 7 ~ o ~ , , I ~ . ~ I V n ~ ~ , , Q0 W
~ ~ ~ ~ ~ ° iwa ~ ~ ' ' ~ ~ ,n, ~ , ~ ~ ~ ~ , ~ ~ ' ~ ~ . ~ ~I ~ p~ ~ ~ o . ~ . ~r ~ ~ D W w u , ~ ~ ~ n' ~ ~ , ' ; e -0 ~ ~ -pQ Q
~ + ~ x ~ S `~r . q-x'`' ~ ;t~~`~'k~,~~iS2r~<~~T",F"„ ° y~,r.. , s9; , . ~ ~e . zf:~' .-'r~~ / ~ ~ ~ ~ ~ ~ , i Z C L~
~ ~ ~ x t~ , .r ~ . Yy Y. / u -w-.---'---.s.. _a_,.,.__~ ~ / J , y / k A ~ ~ , ~ y ~ W ~il ~Y% ~ / , ~ i ~ ~ ~ V Y T
- ~ L~NG ~ ~ ~ ~ - _ , ~ 101.07 ~ t NGTH~ 1~A8: ~f.ENGTH ~ _fi._.., - ; , , , H 75' LE G~ 140.19 ENGTH ~ Y / ~ 1 ~ ~ ,A ~ y, I ~ ~ z . , Y; . D p = - ` y~ `r ;x j~ x ~ ~
~L 4~.68 0 ~ , , ~ ~ o ~ u . 7 /o 0 0 ' . , ~ ~ ~ ~ ~ ; , ~ i ~ ~ ~ '~'I Q- a~. x~ ~ y k ~ ~ -
' Iq . ~ ° SIQP ° g?n• ~ in. ; DIA in. ~ ~ 1P v ~ ~ ~ ~ ' - ~ ~ n'~ ~ ~ ~ f Z ~
; D 8in. D 8in. ~ in, 0 , ~ , ? ~rm Q / ~i ~ ~ i ~r
~ ' ~ ~ 5;`a ~ ~ ~ ~ o! R , Ri ~ i , ~ ~ X
~ o~, ~ ~I ! ~ I~ _ - ~ I I Z ~;z'',,~ . ~ ~ , , o~ MH#41 ~ MH#14 - t~ ~ k . ~ I' ) .c F~ ~ f ~ ~ ~ S A 14+98.93 ~4.67L ~ ~ MH#42 ' a -~i i + _ ~,a,, ' ~ ` ~ ~ ~ , ' „ ~ ' ~ ~ ' i ~ ~ ~ ~ ~
~ ~ o, ~ STA 8.09- ~24L , ~ ~~~z + 8 ~ 2 i x ~C / ` ~ ~ . ~ ~ Y /
4 00.03 0.25R , ~ ~ ~ S A 39 04.6 ~ 1+ ~~4 MF~~ 5~; ~ ~ RIM ELE . ~3,06 \ , W, ~ t ?ri, ~f ~ d ~ R M ELEV. 2 .08 E ~ 2~: S ,'~10+05. ~ 4.41 L ro ~ ~ ~~NV IN 21 .49~~~ ~ ~ ~ `X ~ ~ v ' i / ~ \ ~ : ~ / \Y ~ ~ ~ \ ~ f / 1 h ~ ~ ,k X~ \X ~ ~ l / 1
V. 254.10 _ rn T~4~ ~6 ~r ~I _ ~ 0 I V IN 242.08 , n I I 22 3 3~f1 29+04.14 z.23~, ~ ~1~~~OUT 2 6.08. / \ ~ / ~ ~ ~ ~ ~1\\ / ~ V / . _ 1~\_:_xi._\~_~~ f ~ / ; ~ ~ , + r ~
i - I V IN 242.08 , ~ ~ ~ ~ ~ ~ 247.00 , ~ ; ' ~ INV OUT 19.83 RIM ELEV. ~ `'r~ ~ ~c ; j '~I ~ ~ ~ , , ~ , ~ ~ ~ ;
~ ~u° ~ I V OUT 241.8~ ! ; ~ i°~ ~ ~ ~ ~INV IN 215.53 ~ il 15 i _ sA N g I ~~,v~'~ 5v_~~. ~ • ~ , i -C<~ ~ ~ I ~ ~ ~ ~ ~ , ; ,~`x ~ ~ a 1 ~
~ ~~~.~u~ v~.,~_ ~ ~ f , , ~ ' ' ~ , T . ~ w. . , ~ , ~ ~ 5 i ~ ~ ~ ; ~ : T ~ ~ n~ ~ ~ ~
i ' \ :~t ; ~ x~ ' ~ ~a!r -1~~
r ~ i"~ ' t s~ ,`1~~~+~ ~ • ~ _ _ ~~d'',~~' i ~ ~
STA 40+4Q.63 5.86R ~ ,_~.__T_.__.------ ~ ~ ~ , >C ~ ' ~0 i i~, / ~ ~
f RIM ELEV. 250.63 ` ~ ~ ~ INV OUT 243.43 j ~H~ 0 ~ ~ ~ ri i / ~ , ~ ~ ~ ~ ~.1~ . N ~ ~
~ STA 30+26.18 6.85R ~ ~ v_ , i i " , ; ~ , ~ , ~ ~ ~ ~ N q ~ ~`a' ~ . i J ~
~ RIM ELEV. 223.33 ~ ' , ~ ~ ~ ; ~ ~ ~,~9 ~ ~ y ; ~ X ~ \ ~ ~ ~ ~ ~ _ ~
~ INVIN 214.72 • o ~ ~ a I ~ ~ . ~~..o.. ~ ,Q ~ ~ ~ ~ ~ ~ ~ f f ~ i i \ fNV OUT 214.52 . ~ ~ , ~ ~ ~ ~ , ` ~ i~ ~
~ ~ _ ~ ~ . ~ / u ~ u . ~ , ~
~ ~ ~ ~ ~ ' ~~x~ 'v` k ~ ~ / X~ v , , X ,
~ ~ ~ ' ~ ~ , ~ ~ ~ ~y ~ ~ , . • ~ ~ ~ " ~
~ Mtt~Ki1 ~ ~ ~ ` 1~c't~ ~ STA 31+26.15 1.28R~ - ~ - ~ ~ , ~ ~ ~ ~ ~ DEVELOPER TO PAY REQUIRED FEE-IN- UEU ~ ~
` RIM ELEV. 224.33 , ~ / ~ t 1 ~ ; ~ ' ~ ~ ~ `~x ~ ; ; ~ , PAYMENTS FOR 112 OF 41 B.B. ROAD FOR
~ INV IN 214.02 ~ ~ ~ ~ ~ , ~ ~ ~ ; ~ ~ i ROAD FRO TA E A
~ 1 ~ 1 IN11 OUT 213.82 x~. ~ ; N G LONG FORESTVILLE ROAD K ~ " i ; ` , ~ ~ / ~ I
~ ` N ~ , ~ ~ ~ ~ , ~
\ / 50 00' \ ~ o ~ ~ i~~ \ 1
~ 'o ~ ~ ~ 1 ~ 1 ~~o ~ ~ / l ~ 1 i ~
~ , 1 . ~ 1 N• ~ ~ ~ i ~
~ ~ - ~ a t ~ ~ ~ ~ , ` \ ; , ~ GRAPHIC SCALE ~ % ~ ~ I i ~ X i 1 ~ ~ / ~ / ~
~ ~ ~ 1 ~ ~ ~ ~ ~ x ~ eo o ~o eo ~2o zao / , / . . . X ~ ~k ~
~ 1 ~ ; / ~ ~ ~ ~ i ~ ! ~ . . ~ ~ ~~C I Z
r F~ \ ~ 1 N ~ ~ x, . Kr~,, ~ , ~ ~ ~ ~X~ . ~ , BWCKCOL -
~ ~i ~ , ~ ~ ~ ~ ~ ~ ~ ~'a ~ , ' ~~~r~ ~ ( IA1 ~'EET } - ~ ~
/ ~ \ 2 ~ \ i ~ ~ ~ ~ ~ ~ < ' 60 ¢ { \x ~ 1 mch - ft.
~ ~ ~ ~ ~ . ~ \ ~ y / \ ` /
~ ~ \ , ~ ~ ~ MM~f32 ' r ` ~ \ ~ ~ / j ~ 1 ~ ~ ~ UTIUTY INSTALLATIONS AND OTHER PUBLIC U
~ ~ STA 33+00.06 0.13R . 1 ~ ~ , J 0 ~ x ; ~ 11 1 ~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP J~ ! ~ ~ ~ ?
~ RIM ELEV. 22423 / ! ~ ~ , ~ , INV IN 212.95 \ 1 , ~ ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS \ x ~ co ~ X ~ i
/ N 1 , INV OUT 212.75 ~ ` AS SPECIFIED BY CITY CODE. THESE FACILIT{ES ~/j ~4% ~ • ~ ~ ,~C X~ ~ ~ HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ W~~.
~ 04 ' :ti ~ ~ ! ~ ' a W J \ i ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE ~ I~
fi'~~ . ~ ~ ~ , " , ~ ~ j; i IS AUTHORIZED BE NtRITTEN APPROVAL PUBLIC ~ 0 N 0 ~ ~ ~ ~
„t ~ . , ~ 1 ~ ~ f ; ~ ~ ~ ,wf . r ~ ! ' i SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ i PRIQR TO FINA ACC PTAN ~ U~ L E CE. Q J Z+.(7
c. ~ ~ - . ~ ~ ~ s ~;,JS~'< f ~ ~ ,i ~c~~ ~ ~a.~~ ~ , ~ ' SIGNATURE: ~
~ ~ ~ \ ~ \ ~ ~ x, ~ ~ ~ r. ~ W ~ _ ~ I
~ ~ V ~ ~ ~ ~ 1 ~ , J~c~ ~ ~ CHtEF ENGINEER - ~
~4 v ~ 1 ~ ~ ~ MH#33 ~ ~ ~ 4 W f > U J ~
~ a~ ry`':' \ STA 34+74.40 2.83 ~ ' Q PUBLIC UTILITIES ~ ~ ' - tY
~ \i:; 4~~~ ~ ~ ~ ~ RIM ELEV. 217. ~ r.o \ 00 W O " TRAFFIC ENGINEER Z 6a'~~~ ~ ti m~'~ W ~ N
c~~~. `~r' \ \ INV IN 209.00 0~ ~ \ ~1 NV OUT 208.80 \ i y~`;, ° , n,, ~ \ C ~ I ~ - ~,c~ J O l(~
' c~ ~ ~12' 3 / ~dBLIC \ . ~ ~ . ~ ,t~ p, k 2 ~ 0;;;x~~:. , ~ ' ~ ~ ~ CONSERVATION ENGINEER ~ V n n
J'~ C~'~ fj~ , r~ ~ Sewer Coilection/~enaion System ~ U P ~ ~ . ~ . . . \ ~y ~ ~ z a~'`,, G ~,t ~9'{~ The Cfty of Rakgh consents to the coRnection and extension oT~he City's public seNer tem as shown on " I " , / DRAWN
~ a`,. r, 2 1•" ~ this plqn. Ths maierial and consiruction~ methods uxd for this Co t shall confortn to he Gt s P~blic i~j a '~'t ~ 1$~'°`~ UtNitles Ha~dbooks' standards and s ecificdtlans: P~ Y ` T " I ' „ , " ' ~ DRD „
, t P \ 0 0~ ~ i ~ a d~~, a 1~'~ 1C~ ~ A'~t' F ~ ~ ~ ~ Git of Rd ' ~ ~ ~ ~ ~ F ~ i ~ ~ c~~K~~ „ ~ , , i~
~ ~0 r, r. ~ \ q \ Pubhc Utiifros Deporhrtent Permit ~ . ~y ~ ~ ~n 1 8% ~i9o 7• ~~1 i{-r „ / ~l ~ ~ GMM
z Constractian Approval \ ? o ~~I ` O ~ \ ~-s ; ~ ~ I / ~ PROVED , ~ „ , / ~ AP / ,
. CJ ~ ~ ~ ' '.1~. / V ~'z Date ~ p ~ ~ .u 3~~~, „ ~ ~ u~ ~u GMM ; ~ ~ / / A
~ ~ r t ~ ~ CG w ~ PUBL ~ ~ ~ C , START D TE / / ~ ;
~ \ \ ~ J ~ V" Water Qistribution/Ezt sion System ~ ~ / , . % ~ 3 ~ / i ~ : ~ ; JOB CODE
. i ~s .v~ ~ \ ~ ~ !Ia j °u The City of Rdeigh wns~ts to the connection and extension af 1hACity's public water s km as shown on \ . ' ,;,G ` y ' ~ I i-- ~`j i ~ ~ this plnn. The mcterial and constructians methods used fa Nis projAFt shall conform lo th~City's Public ~ ~~~~A ~ u ' ",G ~ ~ ~ / a
~ i~ ~ ' ir ~ / ' !l
~ UtHities Handbooka' standords ond specifications: ~ ` ` In I ~`t ~ i ~
¢ City of Raldgh STA 36+89.82 6.86R ~ O ~ Pubiic Utlitias Departrnent Permit # STA 0+04
k~3 t RIM ELEV. 210.60 t~ Consfrutfion Approvd DRAWING , ~ I No.
INV IN 201.74
C- Da;~`~ `T7 re INV OUT 201.53 ~ ~ k, ~ ~ ~~hHrlllllfuu~~~~
t c-2
(D r-,
co ~
0

~
~ ~ ~ II il ~ I i ~ j ~ ~ I C~
- I : g ~ i~ :~51.6~ ( ~
~!~i (`;~~i ~ I ( I ~ , MH~K ~ ~AP i . ~ MH#37 J _ I n ~i ~
F~~~~ ~ o~ 1~ RIM ELE1 ~ ! ~ RIM ELEV. - 258.00 0, u, a~
?~H~s iNV auT ~;i~iG ~ ~ ~ 1 STA 42+Q7.97 5.35R I ~t~i 1 1; i INV OUT = 250,00 i NON-DIS ~ X
E~~ 'I- 4~.~'r9 ~ 1 , RIM ELEV. 288.35 I ~ LI 26 PERIMFfER PROT~CTIVE YA ~ MH~36 ~i~US~ ~ ~ ~ o ~o LENGTH 1 ~ ~ 6UFFER ~ a-~' V`~ 48•20 STA 114+47.52 7.64L = o
INV OUT 282.15 f i SI , i SLpPE 6.167% RIM ELEV. 247.21 i MFt#23 z~~~
f~~ !f / ( ~:f r ~ f ' f i' f ll ~ / ~ ~ /r ~ , I f l,~,, i r r' 1 `r; i; /,r~ F" ~J % DIA 8in. INV OUT 241.01 STA 107+18.14 22A2L N N CO
f ' f ~ ~ ' , J 9 / f~ !'''f~' ~ ' / l ! / ,~''t~ 1 u; , / t /'1 r' i : ` ` : `%'l~ ~ , . , , ~ ? ~ r , ~ f' . ~ ` ' % I- . ' ~ /~f% 0 ~ F ; C: Rn,! t ~ ~i STA 107+1$.14 p °
f J` / ~ ~ 1 r f~z ~`~__f , E~ . l ~r , J. .s ~ fn,~° /j!' /.~s . ~ / , i ~ / ~ ~ ~ C i ~i f ? ~r/~~~~ / f i 1~ ' `~~r`~,~' ~ <~iA'~~~ ~ f ~ ~ c'r' ~ Y~ . ~z ~ ~ ~ ~ 1 MH#38A , ' ~ ~ ~ i , ~ -6 ~ ~ m
. ~ / ; / w~r / F ~ / ~ ~i` 1 i ,i~~ r~~1 ~~i~ 1 , ~ , . i ~ `7 _ ~'S~ i' i i . , ~ . ~ . / },X / ~ ~ ~ ~ ~'s ' S:i. i 4. . ~ ' ~ .;h 1 l ' o ~ l~/,^~''f~ .`l~~~~.,"y~ f j I:Sr~~~/ ~z ~ ,~f~/~d i ` 1~ `3., . ~ ~ L, r~ W . / I ~ l ~ ~ Y9~` / / }~jl ~ C/r 1 l f f :'c.3. / ~i~ ;~i J fj qr "~0 69 , i ~'`C~ ~ , STA 113+81. 7 6. , M~~ Q ~ ' ~ V~ YAR .a v ~ a~ ~ i ~~~~1~ ,1+~ ~ v-. ~ =s`~ r-.. ~ E ~ I~71Y1 YG. ~L. ~ r^. ~ . . -.J-.:,' ~ , N N •N
,f l 1` ~ r j 6 r' % f~ , _ ~ . . " i" ' 1' 1 / f / " f. , r 6i i ~ r` I~ f 'S~' , j ~ q- d' <n d ~ !~i r`f rj? ! ,l' ' f f'`~~ i~'-'' ~ %n / :7 , 1` f 1~~ ~ r..-, I , . i~1 'ff< `1 1 f` ir/k,~~,," 1 ~~,f ~ ~ / /;''J' v c' Ill ,!i? C" '7~ a ~ j u;) . ~ ~ + fY ~ i.~ ~ O~ ~ ~ ~ ~ I Ja r~: - ~NV~~~~,z ~t~,~~~ N ~ ~ ~ _
f f l r ~ / 1 / / f r~ ~~,i ct~ , ~ zt j' ~~i' J f/ r/'~ ~i f~ f f~Ca~ ! F l, J/~'~v~ j l~ ~ i/~ ~ 1~, ' ~P q '1" P~,.. ;.'0 c.~:- v~? ~ ~ ~ i/~ / % r r 1 i ~.'s 'l f/'r f L ~ r' ~ f! f/ r f° c¢'` j r~ i f ri 1~:; ` t f ~ ~i` r r~' E LLI ti~ h ~ ~ _ ~ ~ ~f,, ~ ~~~.#t, INY O~T 235 3 ~ ~ ~ ~ ~ rn cn W ~ T; ~ ~ d-
, ~ , / ' j ~ f ~ i / f d i , ; i` % ~ / , ~ , ` r~ r~~ ~9 R ~ ~ t v, , ~ ~ f f . ` ~1' r~ ~ ~ / , r~ J , ~ ~ „~r 3° `3' ~ 0 ~ / / i 3~ f`` ~ : ~ i°`«, i+~ I C W ;ri ~ ~n. .,t~~ L- (tj
~ Ij / ~ / ~ r~y ~ r'~t~/ /~7~- J,% ,~f / . / ~~i r~ f / ~ /~/,t ~ Of~ Z~ b.Jh~~~ Sr ~D W . 4 1/ 1 r F~~ p-.1~~ / f: l/` ~ J~~~ J~ f j f. 3 , ~ ' ~ ~r f r' / / -„l r~' I I J' ' ~ ' d I / I st~ r' ~f ~ W ~ l ~ / / `~/`f;' / / R1 .+I tC~ ~ - -:u ~i~.~. ~ i M 2 '
/ f ~ / ~j i ~ l , / . ~ 9~ 8~, ~ ~ ~ o / / / `~l'~' % f/ ~,t i ~ ~{f 6s~ ~ , u,~ . ' ~ ° ! s A Tos+s~,o a.53R ~ ~ p ~,~r,; ix -
/ / ~ /`~r^ / ,~,~'/~,r% 1 r' ~ "i r / „5u`:~ ~ O ? ' f 1 . r , i % ~ / ~ ~ ~ ~.~~tf~~' ~ jNl / , ~ ~ t ~ f~ 1 ' f tf ~ l ~rf / / ~ i i' ~ ~r' ~ V , ~ ; , r. ! ; • f ~ ; ~ 3~'" ` I R M ELEV. 35.96 cJ ci j a ~ ,
~ r: r~ ~ ~ , , ~`r -s ~ ~ ~ o ~ , - - ~ ~ - , J ' ~ ~ ~ _ ' N ~ 1 V IN 229. r j 96 ~ I p,~ . ~ ' ~ 1 V OUT 229. 6 ~ ~ ~ ~
~ ~ ~ ~ ~ , ~ ~ - ~ k ~s . ~ ~ l ~I .1 f , _.y ~ , ~ ~ ~ ~ ~ ~ ~ 4~ t~ ~ ~ f i ; 1 ! ~ `-`~,'~r i "yt';.c~' .y,, ~ .b.-_.!_~::_ 4$ ~4 e ',..~fl~Z:"~:Y. . V4 , <LS~.+~:~~ s~`~^f ? i i I
J .......-w-~.~...-.._._..M r ~.,t~,~.~,` ,CY`.y.~3i S~~°~ x"m ~ T. . ~ fJ ,j f l ~ % / ~-'~'i.,..__..,._.--,_...~..--M.e.,._ ~ _ , , ~ ~ ` E- ~ ! ' - i <y,<>';, i _ ~ ~r •x ~ ~ ~ ~ ~ I _ ~>i ~~r 3 .
. ~ / ~ ~ % ~ ! ~ i ~ ~ -.u..,.~.r....v _ ~ f ~'i ' i ~ ; ~ f / ~ ~ ~ ~ l GTH 0 0' - 1 ~f ~ ~ ~ i~ _ ~ J / l ~ ~J 1 ~4~r:,~un ,<y~-~°,~~~ Z ~ d~ 9 ~ ~v , g 2 _ _ _ ~ ~ W ~
~'~1` ; r ! ~ % / i , i ` i LENGTH 6.34 ~ L~N~ ~ ,r " ~ /r~ ~ r'~/% i'/:` i i~ ~ r / . ~ . / r . ~ . ~ ~ l / ~ / , ,r l L~ i / % l i .~J / ~ ~ % f J ! / l J' f/ / ~ ~ ~ ! j ~ - i ~ • LENGTH 17 ~i r.~. ' ~ N ~i.d~ -CE~~~-/'-~_~.{ _'~__t_~,.~,,,,} 11V~ 1 ~.f 1 ~Feds. ~ ~t
/f/ ~ f ~ ~ t'` l ~ i /~~r / ~ f / ~ ~ ~ ' ~ ~ l 1 / / ~ ~ / ~ / / ~ , ~ ir, % / ` i ~~6 / ~ ~ ~ / / l ~ . ~ % ~ I ~ ~ i' j / ~ ~ f fr ~l I ~ % / f ~ . ~ l ! . p
j i , ~ ~ ; ~ , , ~',rf° ~i ~ ~ ~ f, f ~ d.' /t ~ ,j~ /',i i p' f f f / ~ % ~ ' f~~ ~ ~ i~ rff ~ ~
~3`C~ ~f,~ ~ i ~ r ~ ~ r / ' : ~ ~ ~ ~ ~ ~ i r ,l f / ~ ' / , + i ,r ; i ~ _ 1 7 ~ ~ ! s~ ~ / j i ~ I i' i ~ i~ I~ / ~ r~ da ~ 1 ~ % ,'i f, r ~ l / f r ~ ~ ~ / ~~:1 % ' ~ m.i , i MFt#18 I ll , MH#19 ~ ~ "J~` 4~ ' e I w,~i3U :Sw,`L
r i % r / ~ f-~'~ J i ~ ~ ~ _ r"~',~ / i' , f~, r, f',. , ~ ~ . %,r'~ ~ i ~ ,~j~~ ; ,~1`Ii rr~ , > ~,;,u , STA 99 54.14 5.00 ~ . , , / i ~ ; ~ , s r ~ ' ~ STA 1 0+90.48 5.00 , f ~ ~ ~ f ~ ~ / G, ~ r- ~ ~ MM#21 ~ , su f . . ~ , ~ ~i ~0.48 5.00 c~,.;~~~ ~c~.+~. STA 105 19.32 5.00 ~ ~ tL' 4~ t
. ~ jj r r , , ~ , , f ~ f / , E f , ! r` i ~ i , f RIM EL V. 256.67 I ~ r r i ~ ,~;~~t.,'~ ~ ; , ` ~~r ~ ~ ~ ~Y ~ / -1`~' r r ~ r~ i ~ ~ ~ RIM E EV. 24729 24729 ~ ~ ~ STA 112 95 5.05L , - , w ~ y ~ r ~ ~ ~ ; , M 4
, i / ~ ~ ~ ~ r ~v ~ ~ ~ f ~ ~ ~ :U; ' , . ~ c.~ ~ ~ n INV IN 8.63 ~ f f i ~ r'a ~ ~,°~'~l. /~~i ~a l/~';" :p ~ INVIN 2A0.~6 .a ~ / ,s r ~ ' i ~ ~T1 i ~ i r~' ~ ' / ~ ~ ' / ~ ! t ~ r ~ , / ~,x' ~ l i ~ ~ INV OU 247.13 i ~ .a STA 02+67.92 5.00 , . 3z ca. .STA 1 +6 . .86 b; RIM ELE 239.$3 ~ j - RIM LEV. 244.10 _ w w 2~~- ~ RIM ELE . 229.54
~ ~~'~8', r ~ ,-,~n~ 'y ~ , ~ r l ~ ~ f , % %1 <z','; ,i ~ ~ % - ~ ~ ~ ~ INVIN 240.86 1 ~ f r 1, ~ s~ i"~ 1 ! l i~ i j w' _ ~ ~ ~ ~ ~ ~ _ J~, r~ ~ ; ~ ' % ~ r ~F ~ r~~ ~ ~ ; ~ i ~ r t , 4- I ~ INV 0 T 240.66 , ~~a u: NV I 238.17 ~ INV IN 2 .70 ~e~ ~ ~ o ~ ~w INV IN 3.1
, f , ~l' s ~ ~r ; ~ ~ ~1, f ~ ~ , ~ ~ ~ ~ / r ~ ; , j i' `a~~ ~ / F i~ f / ~i ~ ~ cD ~ ~ ~ i ?~i :U 40.66 , IN~IN 2 3.70 r~ ~ INV O T 235.97 - r~~ ~ 233.50 , { E"' t. INV Ty222. 5
/ ~ ~ 1 , ~ ~ ~ ~ / r / ~ i ; ~ ~ ~~s ~ , 1~` , t , ~ ' . , / i / ~ / ~ , . , , ~ ~-t ti , , ~ - / i / ~ / r tJ~ r ~ . . ~ ~i~ / j 1 f j' , / . ~ f ~ ~ / /'i ~ i ,~1~ . i I ~ t:J 1 ':1 ~ry , +::i Qc~~ ~E ~r 0 ~ ~ r V , ~ . -
' ~ f % f% / ~ / / i r r~ r~ I I~~ ~ t. f r ~ ~ ~ / i ~1 / / f~ ~ / ` % J f f ~ ~,`C,~ ~J ~ i xf~ . / ~f / ' f ~ 'X" t G~ V i ~ ~ ^ ~ ~ ~ ,~,i , p ~ 9 3, : ~t _
~ - ~r~ f ` i ~,f i r~ / l ~`i`.'~i ~ ; / ` f ~ ~ ~i~f_~ ~.~.~f'. ~ ~ ~ ~ / f' ~ ' ~ ~ ~ ~i . ~ ~ / ~ , MH#43 ; . , ~ ~ ~ < ~ ~ ~ ~ ° ? ~ / i~ • ' , ~ ; ; i ~ ~ ( i:,; ~ ~ ~n ~ ~ I ~G _ ,
~ ~ ~ ; ,s' ; ~ f / / f r ; ~ STA 44+74.78 620R ; I4 c~~ x ~ ,f' , a ~ ~ ~ 'r'~r ~,'~,r~ ~ f ~ RIM ELEV. 27$.70 lI ~ ~ ' , ~ 1,~ ~ 0 MH#13
~ 1 ( ,J i ~ ~ ' ~ I~ ~ , ~ ~ ~ ~ ~ ` { ~ t /~~~'S>' .'`~ff .~i `l` ~ INVOUT 272.50.,_ ~ , 'i ~ ~G.~t ~ .~.fr l ~ ~ ~ f ~ ~ ~ s . ~ ~ ~r\ wr ; ~ ~ r~ ~f = ~ j(~ i ~ Z,t { ~!o- S ~ ~ STA 110+4 .15 ,r~r ~ a~~~ s~~ ~ I, p1P, STA 8+57.2Q
/ 1 it`'~' r'' ! f~ ` l /~f i r ~ /t~"Sf ~ ~`J l~ - . < Fa ~ [n ~ %J j Ir /j~/ ~j ~F, ~ ;4 ~1f ,~r' ~`,4',~ ~j+ fb~, S,`, ~t".~_ h~. sG,~~. ~ I r~ MH ~A ot~" , ~ , r TA 109+16. 1 N ~ ? 4~ ,RIM E~V. 1,223.50 Q ~ ~ . - ~ , IM ELEV. 30.50
'f ~ / \ ~ ! ,~,f'~~. ,k~ / r, / 1 h~ 1 , ~ , ~ f ' ~ / ! i` `Ya , fUr' / ~ 'j, I.iI .^,if'F . i ~ " F r' ~ ' ~ f ,t o Y,~ - c~c~ " , f ~ , ~ r , / / / I' , , ; ~ ~ a ~ , , ~ ~ ~ i ~ y~ i ~ ~,~s STA ~ 13+50 4.99 , f ~ , ~ ~ ~ ~a ~ , ~ n , ~s tia~.. NVIN ~19.0~ ~ C~) ~.99 ~ ~ v~ NV !N 222.3 ,
' r' / ~ r /~T f rs ~ ~S~ / / ' s ` f ~ r/ ~ ~ y~ ~ p" ~s , / ~ ' i ,i 1 i l i ~ % / ' ~ ~.A~ . ~ / f , f f~~ ~ / ~ . ~ . :iJ r r c'. r RIM ELEV. 239. 7 ~ / ~ r I / ~ t i 't~;," ~ ' f i '`i ~ .f r ~ ~ i r.i - f 'i ° ~ ~ / ` ~ ~ ~ ~ ~ ~ V I ~~19. ,p~.2 ?39. 7 c;; L;. ' ~r; c, NVp 22219 r~, ` ~ L 4~ .15 ; , ~ _ ~ ~ I V 0 <~218. ~3~ ~ ~ ~ R ~
~ i ~ , / ~ i r` i y f r~~ ~ f ~ / . „ II z,l y ~ / ` r ~1 ; ~ ' ~ : ~ ; ; ~ I ~ , INV I 233.17 r ~~1~'~~ j / r / fi ; '1,~` /r ~ r s~ ~ ~a~ ~ s~ INV UT 230.97 a) i ~.L " , ' ',,.1~ F~ 1'~ ~ i(-i k' ~~~~"~f~ vt,}~7~.> t'~O ~ . , . ~
, f/ I ~r~i / i / / ~,~i ! / i: : ~ / ,Q`~ ~ , . . ~!1 ~ i ~ ~ f i j' ~ / f ~ d~~i ~ r i % ~ l ,r/,y / F',r . ~E 1:,1 ~ _ .f ? % ~ ;r" i ? F j y r r ; ~ ~ ``a y ~ 97 ~r fs ; m ~ ~ ~ ; y ~ ~r z o W z ~ " ~ b . W
1 f i ~ / f i y i i ~ r`~ l ~ ; j f t ~ ~ / i` ? ~ y~ ,f ~j ~ ~ ~ 1 . ~r t a Vk/ j ~ ~ ~l l / ~ ~/~i/ / / ~l 1` ~ i i~~l ~'l' ~ f I ' l ~ ~ ~ . 1 ~1 f~ , / ~ nQ f ~ . ~ y Q ~ , . ~ 5°
/ / ' 1, / " , r s i 1~r / ,y 18 x`k~1 9 / ~r ? l~-u~~~ 14~~ ' / ~ . j~~~~~n `e~; ~j~ /~F / 1' j~..~wr i ~ f` ii~~ '~1 ^ ~ i(~O O ' / a ~ , 7 / ~ / . ~ ~ / , l ` / % j~, Y ' ~ / ~~~,w; 1 i%~ , ~ ~ ~ J N"9~. ~!i~i ? / , i~ / i~ ~/r -4! ~,1 ~ V~ , , ~ a~~ o;~ i c3 „ ~ ~ ~ ~ ~ i ~ Pti Z
' r b i ~ ' i / f ~f ~ q` / % ~ % ~ i i r / f R~~ ~ "r , ~ ~ ~ RG3 ~ ~i~ j / i~,i / ~l%v ~ ~ i/~ -5 M 9 ~ ~ ~'k . f F / , ~ j / f i ; ° ~ ~ _ ~2 S~~ W r-- ti . Q' c~
. ~ r-. ~ 'Y ; ~ r, , i, ~,k' ' ~ `f , ~ ~`r '~r ~ a - STA +21,68 7. L _ - ~ -~;.x~ ~ ~r~`~~ t ..x_ ..Y-' ~ - + ~ W _ _ _______w__._,_______ w_ ~ ~ ~ ~ ~..d s ~ _ ~Lf ~
~i~% 'X i~ ~ ~ ~ ~ ~ / r' / / / / ,r,;.. ~ ~ ~ - ~ i ~ r ~ ~i f ~ 1' ~ Q y.~v~ 1 i~ ~ x, / ~ ,i,~`~ , f~ ~i N ti~:a~ / :k~ _ RIM V. 258.72 f<.~ ~.~NGT 101.Q7 / q ~ L I ~ ~ l / F t / ' / ! l` Y ~ I ~ 1 ~ ~ i ~ ! \ ~ 1 ~ L NGTH 148. ' LEN H ' ~ ' ~ - ~ a~, ~ 7 LE G 140.19 ENGTH 0.63 ~ ~ Q
7-~ 1.~~~ ~ ~ ~ r / f` f ~ ~ ~ ' ,l J` ~ ~f / ~1 ~ , ~4 k~ '~.`l/ I OU 253.52 ~ I ~ . ~ / / i l l' d ' ~'t ' f 1 ~ n . ' ~ -i/ ,i ~ C~ ^r 1 ~r f i^,~ ~ i ~ ~ f~ ,~J~~$`~ / : ~ ~ ~ f F / c!` y- ~r~ ~ ` ~ i ~ . ' ~ ~ p 1 ;1i .r~~'~/ i ~'%'Y~ i i i y r ~ _ i~ 7~Q , ' o o ~ ' ~ ~C ~
?i ! i~ ~ ~ ~ ~ ~ % ~ ~ / r~ l i l ` ~ / /if' . - ~ '.~`n~~~ . . i ~ f K~ ~ ~ / i ~ ~ ~ ~ / / ~ ~ / ~ . ~ , / '~4.. " 'ii\ ~ ~i~' ~ ~ . . j ~i ~V" f~ : ~ / S~~ ~ . ~t ? / 1~~' i i~ / ~ / 1 ~,l ~ ~'f ~G~ ~ , . ~ ~n. ~ i • - ° ! SLOP ° 8~~'~ ` LLJ , DIA in. D 8in. DI 8in. d~ 'Q =
N j l ~ 9@ ~ ~ / / f I~~ % / ~a~ ! ~ ` l / / i i ~ ~ . j / ~ , i i ~ _ i ,s~ } i in. ,
~f i / ~ ~ ~ ~ ~ k f / i/ ~1 ~~r t? / J f , . . i~ l:/ O \ F , . ~ ~,/f / .Y ~ ~ J t l f r / / % ~ y~'i F ~ ` ~ ,t~ l' ~ f ~ ~~~y~C c„A ti. , ~s~ "i ~ ~ I / I f ! i ' / / ~PS~1,7!1 ~~v' % ~ IVffFfM4J \ ~ i oi ~ ~ j ~ . ~ ~ ~ ~ ~ ~ ~ ~ i ~ ; i % ~ ~ i. ~ a s ~ I~ 1J ~y~ I ( ~~y ~
i / l / ~ l ` f ~ ~ , J / G" f 1 ~~/.n ~i ~/f/r / ~ / p~ ~ J='~ ~ '1; ~ " l ~`T ~ (,~,~1 : / % ~l f ~ Y. ~ ~ ,tf / ? r ~j ~ / 1' ~ j / fA ~.TJ ~~1 .f i Oli ~ f _ / i . f / t ~'t w f ~ 1' ' ' f r ~ / , ~ ~ -~U W ~ _ ~f!irf~ # ~ - ~iltl'~~ t~ ~ i'~ XS~~ ~ ~ ~ ~ ~ c0, 1 'f~~, ' rnl ,
i i/ ~ y~ / fr f. / ~ M ELEV. 3.72 ~ ~ ~ ; ~ ~ i ~'~r / ~~1 f ~ / f % ~o~i~ fi . i~ i ~V .3~ {~H~~ ~~i:~'~~~ a~ O, W ~ 1 ~ ~ + + .67L ST ~ ~ S'f 98.93 MH 2 A 8 9.49~ .24L A 14 14 #4 6 oi ~ ~r. ~ ~ . . ` ~ { ~ S~fA 39+04,68 ~ + 4 ' ~ n ~ ~ r ~ RIM ELE . ~3.06
G- / , ~ ~ ;'~/i ~ , , ~ ~ I IN .~2 ~ ~ i ~ ~ i v~% / r ~ ~ ~,`1,' % ~ ~ / i i"~/,~ ~ ~ ~ ~ ~ STA 16 00.03 0.25R w~ , ~ ~ ' ; , l~ ; ~ ~ r ~ a ; ~ ~ f ~ ~ ~ri ~ ~ ~ , % ' ~ r ` ' ~ ` ~ t r ~ ~ IN 256.52 ~ ,`t i~, RIM €L V. 254.10 w~ I 5s ~ ~ ! R M ELEV, 24 AS , ~ E . 2 , ~ ~t i _ _ ~~=1NV IN 21 .49~~ ~
/ ~ f r , ~ % ~ ~ ~ ~ ~ ~ t ~ / ~ ' ~i ~ / / ~a ~ , . ~ ~~~f~=~, ~ ~I 0; a``n' f/ F J t T j~I 1 f rl,j~ 1 nJ~ r I// 1f/ \ _ ' 4 t~`7'~: ~1'~ , ~NV ~IY . '1i a~ _ ~ i ST 90+05. 4.41 L , I~~~OUT 2 fi.08 0; ~ ~~n- I V!N 242.08 i ~ ~ I 2, 3 ~ 29+04.1 ~.23~t,, ~
. f - ~i~ i ~i~ ~ i %r _ A ~x / . , S~` + "5i0 0,; f i~ ~ , ; ' / i'' f ~ ~ ~,~r, ; ~ ~ INV OUT1 247A0 , ! ~ ~ ~t~ f ~]'1'' ''f~ ~'7' ~ ~~i ` ' ' ~ `~J~ ~ ~ ~•,~.ti - ~ ;r=~`, ~ ~y j I~V IN 242.08 i c~~ ~ r: I INV OUT 19.83 ~ RIM ELEV. ~.~j~,. ~ ~ I T .v. 4 •n . "Z7 ' i , ~
% ~ ~ , ',`j" / ~ % N / ~ . ~ ~r> ~ / / J ~7 r"~~\ .ynx , i( % ~ f / ~ i ~ ~ / / ~ y ' : ~ ~ ~ ° ~ ~ `1 ,;S.i \ / ,Q , ~ ~ ~ _ _ ! ~ ' 1 V OUT 241.88; ~ ` ~ - ~ ~ ~ INV IN 215. ~ ~ I ' ~ ~ ; _ ' I .;4~'~~ 4~,r ~ ~ r , ~ ~
% ~ / ' f( .l" ~ / Ili 1 .-Q P~ / ~ ~ ~ . . ~-n < . ~ / ~ ~ ` ` ~ ; I ~ ~ - ` ~ ~ ~ c~ ~ ~ ~d ~ ~ I ~t ~ ; ~z,. . J ~ ~ y f, ~ ~ 1 ~N-F , t i . o~ ~ ,,t°~ - ~ ~ f ~ ~ - I ~ ~ _ fi`. ; ' ' al ~ , . _ , , . ~ ~ ; ~ j ~~i ~ , ; i 5 3
' ~ / ~ S i ~ x ~ ~ . ~ ~ i , f ~ ~ , . ij ~ ' I ~ ~ ! ~r / r~ ! f % ~i~ i ~ ~ ~ .,j ,'S~ ~ Y , ~ ~ i ~ ~
~ i~ 1 ~f A f ~ . ~ ~,<< ~ ~ i, ~ r , ,f ~ ~ ~ l~ P . 5• ~ ~ ~ v ~ r'. ~ ~ , r, 1 >p ~
~ f fj ,,r ; , f. r' ti~ / a~ ~ y9• / : Q 3 ~ 1 /E ~ k2 2 ~ S'FA 44+4(}.63 5.86R ~ ~.e_ ~~v._.___
~ ' c~ ; ~ ~ ~',%~i~ i , ~ , i a, , F~ ~ ~ , , , , ~ ~ ~`1 ~ y0 ~ RiM ELEV. 250.63 i , ~j . ~ , e~+ ~P l~'; „r;i ~ ; a . ~ f ~ i ,r C ~ ~ a ~ S '~G 53' ~ - ~ - _ o~ INV OUT 243.43 U1ILITY INSTALLAiIONS AND OTHER PUBLIC M~ O Q
~ ~ /f~ ~ ; r ~ , ~ ~ 1A Z c.~, i~~ _ ~ ~ ~ _ • ~9 ~ i'`~ ht ~ ' ~ _ _~,A .,'~,~a~'5n, FACILITIES, INCLUDiNG 51DEWALKS AND HANDICAP STA 30+26.18 6.HJR 9 II II RAMPS ARE TO BE C~ISTRUCTED ON ALL STREETS RIM ELEV. 223.33 ~
~ ~ ~ ? .r ; / i ~"k. ~ ~ ~ ~ r i T~ 1 ` ~ % i ~ ~ h 1' '~f ~ ,i` ~c,r' ~ J ~ ,1~ 0~ AS SPECIFIED BY CITY ~OD~. THESE FAClLITIES
',r . ~ ~r ' ,,f, r E" 13t, 37;x ~ 115.00' ~~1 ~ ~ ~ r ~ t~ 1 ~ ~ /f ~ / \ ~ . ~ ~ ~ 'r r , / r~~ r / i '~P ~ / , 'G e ~ V 5 !1 f! HAVE BEEN APPRO D BY THE C Of RALEIGH INV IN 214.72 ~ ~ ~ I ~ ~ ~ AND SHALL BE INSTALLED UNLES A CHANGE INVGUT 214.52 0 ~
`,f f, f ,r ~ ~ t < < i , ,`1 , , / ~ . ~ ti , ~ ~ P 15 AUTHORIZED E WRITTEN APPROVAL. PUBLIC
/ i ~ r f f ~ _ ' _ ~ ~ / ~ ~ / i / .r ~ ,26 _ V ~ ~f ~ !r al ~ ~ / 9? - ~ ~ o~ / ~;~w~fr Ni . 1~ ~ ~ SANITARY SE R EASEMENTS ARE 70 B RECORDED ~ PRIOR TO FI L ACCEPTANCE.
/ ~ ~ 1 a ~ / J ! ~ lY f . Q ~ ~ _ , J, , , , < ,t~; ~ , P l, f ; ~ 3 . (F ! ~ 1 SIGNATURE: ,;y!'t,~
I r/,~ F; L~~~~, Q ~ R 0.0' E P ~ . / ~ ~ ~ „ t, t, ~1 ~ o C~~,O • ~ , 5'`",' ~ ' ~ ~ / ' / ' % R65.00'-~ f~!y ~ o` t ~ + ' Mti#31 STA 31+26.15 128 '
f ~ ~ ~ / ~ ~E ~'~t?" , 4~ 1 g5 ~ h;~~ f ' ~ ~ % l l ~1! ~ ~ .t;' 124• ~ ~ CHIEF ENGIN RIM ELEV. 224.33
;f ; _ . rp ~ ~ o ~ ~ 1~ ; . ~ / f; Aa r \ ~ . ,r~~ . ; , M 3oa ~ , PUBLIC UTILITIE INV IN 214.OZ
~ , ~ . , r 'R2 ~ ~ , ~ /i~ % ' ~~.A ~ S , ` i , % ~ ~ ~ 1.~ T~ +7 . P ~ ~ TO s z~ 3 0~ ~i i , h i ; ~j;' i °j INV OUT 213.82 TRAFFIC ENGINEE 2
~ ~ f,~~~ ' i~ 1 ? RIM~~~EIEV. 249.2 ~ 'i / / / / Q / iT ~ ~ . ~r, ~ , , ~h > ~ ; ; y ~ -r o. ~ P No c~
G X ; ~ . ~ ~ , j . , ~ , INV I 243.24 ~1 f ~ ~ ~ ~ i ~ ~ a ; ~ ~ . ~ - CONSERVATION EN EER ~ ~ ~ O -o
~ . ~ , INV 243.04 ~ , ~ ~ ~ / / / / / % , ? ~ ! ,1` . ~ ~ - ; ~ f' ' K ~ ~ , " / / r` ~ ` ~ % .r~ 62.00' ~ ~ ~ o~ /
. l . r / i ' N i i ~ f % ~i ~ , ~ / ~ M N~ ~Q o tQ
, i ~ ~ ~ a~`~ _ ~ ~ , ~ F ~ ~ ~ ~ . ~ STA 20+ ~.93 `~.5.OOL - U ~ ' ~ ~ - ~~F - - ) GRAPH SCALE m a ~ ~
~ i ~'j°'F! ` ~ ~ ~ ~ ~ ~ ~ ~ i i' / ; ~ R~lul El~~l~ e.~5+~.52 ~ ' l i' / 1 ~ / f m ~ ~ m so o so so ~zo 2+0 ~ >
r / ~'1NV (~U~' 248. ~ ) l `l/ r ~ F! ~r, - ~ . ~ j~ f / ~ ~ , SQ' ~ pT t f~ f . ~'l, / /i.~~ ~ ~ ` ' i ~ " . 1+ . ~ / ~
, ~ i,,{ ~ ~ ; ' % ss.oo' ~ ~o ~I ~ ; / ~ li~~ / "J,(~ ..2~. / ~ / ~ yN ~ m
, f~f i % j' i, ; , M 4 - , ' / ~ ~ v ~ ~ 5C , ~ ; I ~ , ~ , , , ` i ; ~ / i' y~ f ~ i`~` i,~ . ~ f, ST 69+25 R ' ~ - ~ ~ IN FEET ( t~
~ ~x, i~ '1 + I i / ~~Q.1._ S~^,,~. , ~ ~,i , f j ~ ~ i;; , ' ~ RI . 24~?~,32 ~ ~ ~ , I~ 1 inch = 60 ft. 2 ~ > ~ / ~ l`/ ~
/ ~~i /a~'~'~,''` '1~~'~~ ~ _ ~ ~ _ /'~:~1 ks i' % f I ' 8~ ~ - ~2'4ca69~ ~ + i ~ 23J. ~ : ;/~i ~ ~ i f ~ ~ ~2 ~ ~ ~
~ ~ ~'w ,6,~`/ ' ~ ~ r~` f . r~ ~ 1 ~ ' INV UT , , / f I n lF,(!~ G^ [ , / `,.y~ . 4"~,U / ~ ~ o' ~ STA 70+32.38 5.OOR r ! ~ ~ ~r`~/ d i j ~ r / ~ r~ ~ ~ ~,,.:~fc~ ..ti ~f_ ~ ( ~ MH#32 \ ~ cn ~ ; ~ , 5
, ~ / ~ ~ ' % RIM ELEV. 240.05 ~ ~ ~ ~ ~ r ,F z , f ~i ~ n ~ ~ ~ ~ ~ ~ STA 33+00,06 0.13R 1 l, w RIM ELEV. 22423 ~ / ~
' ~ ~ ~ i ~ INV IN 234.05 o ; i o ~ ~,a, ~ 1/' ! ~ ~ ~4 ~ I n ' ~~.1\ ~ IIVV IN 21295 ~
' f l f ' , fNV OUT 233.20 , - ~ , MFiM66 ~ 5~~ ~ / ~ ~ ~ ~ ~ ~ ~ INV OUT 212.75 < U
~ ~ _ STA 159+61.39 5. lt~ ~ % ~ / - ~ p, v.'~ ! i , RIM ELEV, 24 , 0 ~ ~ ~ / J C~
q - ~ , y_ ~ ~ ° ~ ~ ~ INVOUT 242.81 ~ ~ ~ ' ~ , ~ ~ ~ . . - '`J . . ~ Y'~ . \ .a Q
~ ~ ~ ~ 3 ~ ~ ~Q-~i. i ~ ~ ~ a> ~ . , . ` ~ ~ ~ ~ - ~ti W ~ ~ ~ ~:s (n ~ ~,0 • ~c r''~ ~ ~ W ~
SE ~Q ~ ` , pHA ~ ) ~ . ~r , ~ . ~ V 1 ~ `S~ ~ / ' ~ ~ P J ~ ~ . ~ [ ~ > _ ~C i ~ ~ .~~i ~ . ._,ul ~ , .r 3~~~~ J ~ ~ , . W ~ I~
~Q~ a , ~ _ / L,~ •h ~ ~x _ 1'Lt°t' y~~ , , ~g ~4 ~ " ~ ~ ~ ~ ~ ~ ` ~ Z N ~ ii U li Iq ~ ~~~~A1~11 /~~b ~ F-- 0 r--
~ ' ~ ~ ~ ~ ~ . ~ ~ '-'_\/~4 VQ' I ~ ' ` ~ ' ~ - - / ~ \ ~ ~ ~mU I
' ~ ~ . ~ , ~ ~ : ~ o:' Q z ~n ~ ~ ~ y MH#33 ~ J ~ . O
Q 0 h ~ ~ ~ . ~ ~ G v O { ~ ~ ;~a ~ ~ ~ . ~ , ~ ~ SQ.Q~~ ~ r , ~ ~ G f ~ y ~ - STA 34+74.40 2.83 ; ° ~ - ~ = , w _ _
Q' GJ ~ I'~ i ~ ! F?; s ~ 0 ~ ~ ~ ~ 7 . ~ ~ ~ ~ , , ~ I s~~J ~ t i . . ~ ~ ~ _ ~ = RIM ELEV. 217.00 / J ~ C~ ~ _ ~ ~ _ ~
s i Y 10 F~ I ~ ~ ~ 4 , , ~ _ - a ~ ~ ~ ~ = INV fN 205.00 > / ~ Q ~ ?Q r ~ , ~ J ~ , ~ ~ ~ M/ OUT 208.80 ~ ~ U ~
~ ~ ~ , _ ~ , ~ i „ , ~ l / , ~ s , ~ ~ v~~;~ ~ 3 / r,r''~ o ~ I ' f r r . ; sk~ I , ' i~h",,?, ~ . , F~ ~ P k~ ~ / r Q`,,~ ~ ° I- Q z3 ~ i~ O f~~~
~ ~ ^ ~ r / i ~ / i W ~ ~ 'i%~ ~ ~ N. ~ m ~~`i~~y~ ,1 ~ t f f ~ ~ ~ 1 ~ i , I i _ ~ ` ~i _ P` ~3 3 ~ ,P ; / , i i ~ ~ fl~ ~ j ~ Q`,~ MH#67 , ~ ~ ~9' ~I ~ ~!i` . ~ ~ ~ 1~~ , ~ h. ` ~3 ,,,,M, 1 ~ w o ~ nrn~np~~~~~~a~ S W ~ N
~ o' r i o` ~ 2 5 ~ ; ~ / ~~'~i'~ ' /~1 ~ ~ ~ ~ " ~a i i~.~ ~ ST ~ + . ~ ~ ~t~ ~ ~ • °r'~ . _ 5 ;~a~ ~ g9'~:, C F ~ O~
5~ 1'` ~ ,/r ! ~ / i , i , , / ; ~ Q ~ , ~ e~~ A 1 ~R.27 1.45L ~ ~ ~,2 8 a ~ y ~ ~ ~ f ~ > ~ ' t % ~r l ~ , ~ ~ i ~ Z~ ~ N V / ~ ~ ' i/~~ ~ , ~ Z I ~ _ ~ _ a. RIIIR ~~.~V. 245.90 ~ 2'~ , , ~A ~a 'A ~ IL oF ~
~ ~ , ~ 3 ; i ~ . % o ~ v ~ ~ c, / i'f' r'; r`~/ , ~ ~ d- ~ ( , ti ~ INV 19~,..2~:98"" ~ J ~ , / ~ j,' ! f %J; ` ~ ; U t ' a~~~ / ~ :A 1~ r-~ 9 ~ 'g sF ~i~j ~9 ,
' ~ ~ I~ ~ a~ 2 70 f ~ ~ ~ I / q ~ l' ' i ~ , i ~ i ~ i ~ 4~, z ~ ~ ` /'~<7 ~ ' ~ i~ i ~ ~y ~ ~ ~~p~ ~ ~ ~ t'~ ~ , ~ ~u uc ~1~. DRAWN 5,~, ti~ D R D
. ~ / 1 / ~ ~ 4.. . $ \ ~ H ~ ~ ~ " ~/J / ~ f i ~ ~~I '~M i . ^,,a Mf7hV8 , e.k.1, ~ ~5` M~h fl / % ~ ~ 1' i / ~ f y~ / ,_V , The pty of Adei¢i cansents to the connatlon md eMndon of the Ctt}~s publlc syalem ae ttarm an ~ ~ dm. me ~~a canetructim~a mdhode uced fw-Min nrojact ehail canfam to Me fFtye Pubik HECKED Utiltln Hmdbodu' ~tmdmde and specNimtfans
a i / t `l~,~i ~ i,/ ' ~ STA 158+09.17 , . ~ - . ~ ~ ~~r~~ 'r ~ / ~ .~,i ~~j ! .d I .it~3 , ~S~T, ~ ;i. G MM ~~~y
° ~ , / ~ r / ~ i'~ / j ~ ; 'i `~a I~ r.~ RIM EtEV, 240.t ~ ~ , f , „i ~ ; / ' i' : ' ~ - / ~ ~ INV IN 233.54 \ u~ t t' , ~ ~ ' ~C~~ i`,~`~ ' / ~/%~'i" f i o ~ . e~wK uunt~ ~~c e~n q APPfl~~D ti. • -S~"`: coriswdroo Appro~ ~
! / . ~ : % ~ -•h ~ z~ ~ i i ~ ~ ~ r% ~ ~UT ~.Z4 ~ ~ ~ ~ x ~ j ; f ~ ~ , ~ ~ , , ~ ' ~ ~ ~~n.~,~ GMM
i ~ u~ ~ , _ M p. v7~:~ Sa.$T o l. 1 ,r--f-. , ; ~ ~ _ ~ 3j~ MH#34 START DATE ,j'''~ / Pueuc ~+TAq~.+ (~,p2 .Q R
~ ~ ' / ` ~7" _ ~ f-,~r ~ I ~ ~I ~ ~ ~ . ` 7-r-,~-, _ W ~ ~ . 'rt, A ~ - F y. 4: . w - ~ ~ tk~ ~ ~ ~d~ / Wata qelrlbulim/Ertandm Syatam ti JV B~7 Q 6{76 _ The Clty of Adei~ consente to the conirection at~d arimdm of Ne pt~a publlo ter ayelem as ehown m 0' ~+O ~ JO (~~DE
~ r ~ ~ ~ i ~ ~e,f ' ~ ~ _ --_~~.1ar''-", ~ y'~ th~ plon. The motnnd ME GOIIBtNCNq18 TOGIOEO YlGd ~Of NIIB plOjCCt ~IOII WII to fhe Gtye PuNx ~ RIM ELE1J. 21n.60 t~ / Utdi6n Hondb~s' ~tandmds ond ~ecifica~ons _
j ~ ~ f ff ~ j l / f f'r ~1.~ ~ fi ~ :y 2~W ~ Q M` ~ / % i / ~ % . , l ~ ~~Y Ra,~, iNV IN 201.74 ~ Publ~C llWilia Department Peimit ~ ~ (Q INV OUT 201.53
~ ~~~l~J ,%f! i f~%~`~, ~t 1 ~'i ~ ~ , , ~ :~7„~„ ~ "~>'~L 5'; 1 f ? ~ ~~C _ 911~' ~ _ ~
• i ;pp Cwstmtln Appravul 'IN
O ~ • ~ J-A ~sr" 0 MFI~51 STA 154+23,31 ^4 DRAWING ~F 'V f ,O. /
I V ~:'a` 1V •C` ~
06
; i~ ~gj .m L_~ r .i,,',k;c-~~;.;` INV IN 220.25 ~y~ - 04 -2A C
~ -
I /
I ~ L_

~ , F,y~ / ~ ~ ~ 7~ ; F ~ fI ' -y ~ . r ~ i / / ~ ~ ~ " G~ r' ~ , ~ 1 i
/„~'?~,~1'1~ 1 / , 0~`~~;~$, ~s l`i `,rr~;~~,/~S~- d f" ~ , , ' ~a:Z' ~S, 5 / / ? l l % ,f,~f i ~ , r , l ~ . ~ ~p 1 G, , ~ ~ ~t< I ? ~ 1rr ! f ~ ~ ~ / r / / ~ /i i'~2 ' r' s° tix;,i :S, ~ ,f~/ '~j , iv~ ~ ~y ! { ~ ' ( .>;Y fi , v ~ ~ N i ~ i ~ ~ ?•i~ a!
1~ ~f f ,l~ i f 5~ ~ / ~ I ~ ' / . ~ 1 ! . ! : / ~ ~ / ! . ' T'~ ;r ~ i ~ ~ vye ~ ~ fl ~ 1 i ~ ,t ~ ' f r ~ , { . ~s~ ~ ' 1 G~ ~ ~ ~'f~ ~ ~ a~` ~ - r~, , F f , ' 1 ~ f , 1~ a , ~ ~ i~ ~ ~ ~ ' Qti U ~ i '^g ~~y ~ ~ r"^~ ~"z r`~ p' t,° C' w~ a ~r I I f p' F.n,, ~ .{j!4 n I l~ I i' k
e' J f p` / s~ ~ ' ~Y~/~ / f~~ ~ , J ,r~~,,~~f J ~r`'~,/f~' 1 .l. f - ~7~,:`/I r~ °~,5""~` / ~ f ~ `U-,`r~~` ~ i ~ ~ ; / °.i J " " I / i ~ 1 ~~,r f, ~ ` ~ f .,4` ! ; ~p i ~r' % f ! j f . ~ / / / /l r' % o'/ , v ~ I / f ~ ! ~ ' r~ . ~ ~ ~ ~ 'r ~ f f F > / J , / I r , ~ / i , 1 k n ' i• I ; f ~ ~ ~f ' J ' ( ~ ~ 3# z i ~ ' _ { t J
J~ j i' ~,f ~ 1. ~ ~ ~ f' / ~ ~ ~ / r ' ~ / j' > ~ ~ ~ 1 ~H .~y i ! J` ` ~ ' 1 ~ ! . ~.i~ / ~ ~ O ,.~,s?4 , ~ ,r ~ / / ` f l~ ~fi p ~ ' I rl / / ~ . ti`- ~J' / J ~ , / f S~i J ~ c~ + -,i. ~'f( - ~~~f ~ r ~ f/y. ~1 ' ~'f ~ % 't ~j` . ' `f ' ~ .,rP „ ~z , ,~t~~ STA 21.68 7. L 4 : • , '~~s`~'~`'~ . ~._~+x . : ~ ,z~ ~ ~ . ; ~ n „~a,, r~. ~ r~ ~ ~ d,. _J, tY L ~_T.~_ w m_..__.r.,_.._. _ ____-__~.n ~ N ~ ~
1 ! ~ ~ ~ E'~ y ~ ~ I' ~ ` ~ r~ va~ r f'~ .1 ' , ( / i i ' ~ r / r ' f ,,f ; ~ ~ 5'a, ~ ~ F-,. ~ aa ' 1'; ' / ~ / ~ f/ ~ A ~ , ~ i~~ , ~ ~ f'r ' ",~/%f ~ ~ ~ RIM V. 258.72~ > / ` / , i / : ~ r / r ! d ~ , r ~ ~ . ~ L~NCT 101.07 ~H i ~ ~ _ ~ ~ ~ ~ L NGTH 148. ' LENGTH 2 .75' LE ` ~ ~ v1 ~ x
/ / , ~ J / ~ ~ 'd ~ ~ ~ / ~ ~ j,~~,%J ~ ~ ~ ~ / . r, ~ ~ _ . ~ ~''r3°' t ~ ~~y(~ / ,t r%. i r; . ~ ~ , , ~r f I OU 253.52 \ 4 Y / uY>a ~ r ~ ~ y 'Jj ° ~ ,~i' 1 ~ 1 . ~ ~ \ G~i 140.19 ENGTH 0~.63 tiN o ~ d ,~9, 4 ` ~ ~ ; 1. 1 ~ N ~ o ~
~ ~ r ~r ~Jc, ~ ~ ~ / ~ ~ ' ,f ~~r ~~r~ ~ f~~`':~ '~'t ~r~ " ~ r~f 1 ~g. . / ~ / ,p~ ~ r~ ~ ~ ' r ~ ~ ~ i 1 i f; I t ~ ~ ~ ? T r. ,1 i r~ ~ i/ ,r-" ~ / / ~''t ~ ? / ~ ~2'r ~r/' r"~ j~ f 7Y/ , ' ~ ~ , r i . f i` f f j ~,r,~ \ \ .dr r j',~~~ 1 L 7% o o f p d_ o~ 0 a
, ~ /`4'' /y v~ l 1 ~ , f ~1' ~ / l' ? / ~ i , ~ ~,ti- ."?S ~ ..,!Y> ~ ~ % l .~~i P r / e~/ .~3" f~ ~t' ? j' / /r'' ~y' 1 , ! ~ , ~ ~ J ~ / ; / . / ~ > r~d'.! ~ ~~o ~r , ~ ~`L" ~ `,J ! / _s~i`~,~C~~j"f / ~ 1 / (o~'~/~ r'~' .i r: H'y~ / ~ % / 0 , I f / / F t~ ~ ~ / ~ ei ' 3n. f DfA in, ' SLQP ~P ~-o ~ rn ; D Sm. DI 8in. ; in. ~ r~ N rn
. ~ ~ J ~ f ~.~yJ )f ! J ! / g ,V i ! ~ .l ~ • ~f • ~ ~ f / ~~y, . ,.,v_., f / ~,l i / ? ~ /11J / ' / ~ ,1 !'~~i~Y~ / ~ f r~~ f f /,,1 ~ ' ~ ~ r ,e~ f"j'/ / ' i i l 7:~ y".,f i 1~~ r / ,f I l \ A° ~ Q ~ l r ( t` ~ f f~ f 1 f / f l . t. ~ i ~ i p Y~ r` ~ < ` U N N CO u~ i~~ ~ ~ ' ~ ~ Q -1 ~ t~ b
% I ,f . % F~j ~ / ~ ~ ~ f ,r~~l,, d~{~F' ~ i ~ ( ~ ~ ~ e~ ~ ~ ~ ~ ~f v;~~ , f ~ ` r { j~~ MIIiYF~ , , ,J / ~ r' r ~ t'~ 1 : / J 0 % ~ , l. ~ ~ ~ , v~ a i I ~ m ir ~ U ~ . ~ ~ MH#41 ' ~ ~ ; MH#14 ~ uz ~ ~ ~ z
t ~ ~ f ' ' ~j!, r`" r ~ ~ ~ / ,r~;. ,r ,F/,; / r';~ f`~~r''~ ` ~ , ~ 7A 46+66.95 5 ? ~ f ~ " r , ~ J` ~ ~ . ~ ~ ~ , ' ~ ' ~ ~ ~ f ~ ''1 / ~ > . / r°/; ,f i ~ / f r / A~'t ' I ~ ; F ~f ,i ~j,,~ ~ ir~ i i'^~~J f /~l/' ! ~F i ~f/ / / f ~ ~ r / l ` / i ;-~11d ~~f~ / / .a' J / ~ E~GV. ,7~ ~ ~y~y~~ ~ ~ , . U~ r F,G ~ + ~ i ~ ~v ~ ~ ~ 1 ~ S A 14 98.93 .67L MH#42 -t ( , ~ ~ STA 8 9 .0~ ~.24L Q ~ ~
/ , ~ ~ `~1/' ~ ' f• ,r ~~J / ~ / f //s~~ '1 ' ,v'1 ' /S ~ ~ " r'/ rj ~ ~ / i/ f ~ ~ 'I'/ ~ t ti ' ~ ~ M1~"1'M'tV r~ / 1 1/ r'-' X" / ~ ~ I~ / ' f .+i ~ f J ~ 2 ~ i ' / ~ / ~ ' ; , i r` r ~ / ~ • . 2 . ~ STA 16 0.03 + / ~ ~i ~ ' 7'1 1 ~ ~:h'~'t' ,i ~ r~ f t~ r ! / , ~l ! / / ? ~ ,rl ~ " ~ ~ '§an s~a ~P o~ - g A 39+04.68 + " _ ~ ~ ~r o~ 4~ ~ 4 M~, RIM ELE ~3.06 I~ iTA 16 0.03 .25R W ~ ' ~ 9 ~ k _ ~ ~
~ , ~ ~ , i , ~ ' / ~ ~ IN 256.b2 ~ ~ f r~'/ a~ r f , r f ~ ~ r ` ~ , . ~ , / / 4~ k RIM EL V, 25~ t / ~ / f<~k`:/ /~r'` i ~f J ~ lf ~/r~ f r ,t~~ _ ~ ! r~ R M ELEV. 2.08 a, ~ ~ ~ ~ ~ . ' ~ , _ ~~NV,IN 21 49~ ~ rn o~ ~IM EL V, 254.10 ~ . . ST ~ ~ }10+05. 4.41L . ~ ! , ~ q~j r~ - 0, ~-r I V IN 2d2.08 I ~ 2 3 , + s ~ ~iV'~OIiT 2 6.08 c ~ °
~ ~ z X j'~f 7 f ~ ~ / ~ f ! ~ t/i'~ ~y% / f jl / ~ 'y~ r`'~ c~, (Nd ~N ' f e 3y~ l ; X / / 1 ' ` t f ' + ~~7,~ i d j ~ i ~",;'V / J f ! f t' Y ! / ~'C7" , ~ . , VV IN . , ~ S~ ~ 29 04.1 .231~; ~ o ; _ ~ ~ rn~ ~ < I V iN 2~42.08 ~ ~ ' ~ INV QUT 19.83 RlM ELEV.
. ~ r , ; r ~ ~ ,~c~ ,r INV OU 247,00 ~ , ~ ; f ~ ~ ; ~ r' = f r s~ ~ s ~ f ~ ' ~ 'r i . I b'~!~ ~ ~ ; ~ ~ , 1f ~ , ~ r i ~ ~ d u' s,,;~~,~~' i ~ ~ rr VV OU 247,~~ ~ ~,r~ N~ ~ r~ ~a ~ ~ E , ~vu~ a~ ~ I VOUT 241.88 r~ ~ ~ ~ ~ ~r~~ INVIN~ 24~. ~~y I ' \w
~ ~ ,d ~ ~ 1 f % ~ , ~ ~ ~ •p ~ 1 ~ :x, f j ~ ,~`4 ~ f~ ~ ~ r~~ ,f ~';~~r' , ~ k d for ~ d~ ~S. ~ ~ i / tfs ~ 4 ;r, 'i 7 !;rl 1i, ir~ t ' I y . ! ~ ~ ~ 1 t~ ' ~vJ :i~,ft. ~ ~ 1 -FJ
~ ~ ~ ~ i ~.~~.i ,1v\/ ~/~l ~ ~S~ ~r'~ (~F~ ~ ~CP~ ~ Ez% ~ , J ~ f f ,r~ ~ ~ ~ ir 1 ;r / f , f ~ % ! r! ~ 1{ ,t~ ~ • i ' ~ ' C6' `T ! ~ - f ~ "s~ Y: „e J ,ar~1 aL'.~f. .i-, . G-„~ fcti <t { ~ ~ _ ~ ~J ~
~ ~ I ic,,~;/ ~ / /i~f /i~ ~i ~ c~c~ ' ~ r~. ~ ~ / ~ x / . ' ~ .e~/' ~ 1 ' , i , / ~ .7 ~ ~ ~:A yJtii-' r` ~ 1 % l, / i ~ ~ / ' i ' ~ ~ , ,~'i . 1 , , ' - P v , r ~ U r. ~
, ~ ~ , ~ , . . / ! - ~ ~ ' r' ~ ~ ~ ~ ~ / / ~ ' f t ~ i ~ ~ ; r ' ~ ° 3•°~ gg' t , , rfi , ~ , STA 40 , , ; ~ • ; , ~ ~ . ' f~ f r ~ , , k2 2 ~ _ ~ STA 40+40.83 5.8fiR ~ ~ ~
' ~ r ~~o ~ fF U ~ ~ ~ u> ~ ~ r' ; , ~ r ~ ~ ~ , f f,~/ f / ~ Q R1M ELI ~ r ~ s~; ~ ~ ~ , P c~ 5 ~ ~ 't. R1M ELEV. 250.63
i . ~i ~ ; f , ,~L~ ~ 1 / , ~ ~ 3~ s ~ ~ r,~~rF , ; , ~ ~ 5 ~ y ~ , iNV ou~ ~ , ~ ~ r / ' / / ~ ~r. ~1 ~ 'J „ 1 ' ~ , " / / / , ; ~ / , ~t?~f ~ , ! \ ~ 2 3`~ .f " ~u, `i ~ ~ INV OUT 243.43 i MH~k30 a STA 30+26.18 8.85R ~ ~ _ ~ ~ ~ ~ ~ ~
i , / ~ ~ "l r i ~ c°~l .r ~ `i .p ~ /,,~i ~ iv~ l.% / ~T~ ~ ,f i f ~r" / , ; ,r ~ ~ I ~ , ; , , ~ 1 ~ i-` ~ ~ ! / , ~ ; j ,1 ! : ~ , ; ~:v ~ ; z , J ~ ~ ~ ~ R!M ELEV. 223.33 ~ ~
' r' r ~ s f , i15.00' 1~ ~ ~ , 'l 1a~ ` ~ J r'r ,d~ ~ ` / ~ iNV IN 214.72 ~ § 's \ ~
l'~, , ~1 r,~'`; i• 2~, ~ ~ x v CJ 1, ~ - i . , F ~ / \ ~ ~ ~ ~ . ~ . ~ P / ! / / ~ ~ I • ~ ~ ~ . j , > / ~ ,t;~' . J , ~ ,h \ , ~r~° / INVOUT 214.52 0 $ ~ ~ ~ r + - • ~ / , ~ ~ ~
" J / / ~ ~ i f , / d' ~ .,i'~~ ~ ~ ~ . . s / ! ~ lr;;,( ~ d. . . . .i' _ ~ ~ ~ ~ . ~ / f f / ~ ~ s ~ i ! 1 l rn ~ 1 ' ~ J~ t ~6 . ~ ~ ~ J~ r.~ ~ ~ ~ ~ ~r N ~ , ~ ~ i ~ " ~ S ~.au+++ ~,prstt,~~ 3 ~ y `y,.
J r ' ~ ` 1 / ~ ~~y ~r~ ~7 V ! ~ ~ ~ / ' / ~ i' 1 ..r~``" ~ , r ~ , , , /,,r~; r ~ ~ ~ - L~ / ~ Q` = F,%lf.,. f ~ /`r,• : ' 4A• o ~ ~ ~ t~ ~ ~ ~ ~ ~ ~
f v:'s / j ! 1 / / f ' ~ ~ ~,k ~ lJ R~.,~~~ ~'~;wy ,r v % i'~ . ~ ~ !r / ~ ~ ~ 1 , ~L ~ ~ ~f~:"0~` ~ ~ ~ u ~ z~1° . l , i / g SG 8~ V ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ MH#31 e~~,~~~° ~ .f-y'~ ~as
'F f,•' ~d' "R65.00' o `}~i R. GA~_, , , . ~ / t i ; i 6 . : 4:,, ~ f ~ i ~ , F x 12 D ~~y STA 31+26.15 1.28R ~ - RIM ELEV. 224.33
/ ~ ~ ~ ~r ~ i~. i ~ ~q~;• ~ ,~~r ~ V ~ ~ , . ~ : , , , ~ "Gi' t t~~' ° ' ° ~ ~ ~ s'~~ ~ ' .f ~ r ~ , ~ ~E 1 ~ INV IN 214.02
~ ~ ~ ~ f ~ ; r , ~ p~ , , ~ Rz~. ~ ~tH ~ , , ; , ~ ~ 5 ~ ' r r !'r' ~ ~ ' !f ~ ~ ~ ~ STA~ 21+73.07 V INV OUT 243,82 <
~ ~ ~ ` % 1 / f r u~ ~~-g1. ~ t°. ~ ~ ~ ~ ,:c~ ~ , ~ T~ y ~ l~ ~ ~ 1 f"/ ~ /,r f` r i ~6,~ ,~"~1, ~ ~ r ~ ~ i ~ ~ . ~ ~ //f J,~f/ i % ~~r., ; %'~i~,,~` / / i RIM ~,ELEV. 249.2 ~ NQ -
' 1 ! ~~rl/ r(~ a( ? i 1 ~ ~ ~ ~ ~ I ~ ~ . . ~ , , r l~T ~ P - / k I ~ r` / r ~ i ~ ~ r r , , ; ~ ~ INV I 24324 ~ ~ ~ , f ~ ~ J ~ ~ n o ~
~ ~ f / I J~ e / ~ ~ ~ / ,r \ ~ ~.G ~ ~~el,t'~ :1 y f r' . ~ ~ i , ~ / , ~ r ~ ~ ~ INV 0 243.Q4 , ~~'~'r/ /°j'~ . ~i ~ ~~,l,i ~f,?''~~~~ ~ >j,~ 1' ~ y 1~a~~~ l ~q~ ~ ~t o / ~ .
1 / ~ 1 ,l~ f ~ ~ f' fr ~r~ / ~ } ~ ~ 62.a~~ 1 %j,- ~1~1 ~r~ . ,f ~ / ~ / / f ~ j l ~ / ~ ~ ~ ~ ~ ~ ~ n42~ "q , . i / ~ ~ / ~ 1 / l .
. L~ ' ~ ~ : i 'i°, ~ ~ , / ~r ~ ~ c!=° ~ ~yy~~ ~ , ~ y~.> i n / / ~ , ~ ' ' 1~f /y r i` ! ~ ~"`,u 7 t / r" ~ ~ } ~f7ttlY4 ~ 'm„~ ~ ~ ' a' ~ r ~'`/r ~ ~ ~ J ~ ~ ,zF,,~ ~ ~ ~ a ~ ~ 1 TA 20+ .93 5.OOL ' ~ :n - N~ ' ~ o ~ ~ o - z
, , ~ ~ , , = / ~r ~ ~ , ~ 1 ~'~,f , f z ~ ~ i t ,r r , ` f f , ~ ~ ~ R M E U~v,- ~ .52 ,/r,,~i' ~ / 1 ~ J ~ / / ~ ~ r ' ,''~!r f % I ~ >G', ~1 n1y ~n , ~ _ ~ i' F' ~ ~ m d
J/QJ f' ~t' , f ~ i ? ~ ~ l 1 ~ ~ct <i n ~ t'~,~I~ V V 2'~tv.3 , _ ~ , ~ , ~ ~
~F~ T`~ / I / ~.f v~. ~ I ~ ~ ~ ~V €~-J~ ' h ..Qk 0 / ~ 1 / / s i ~ 1~ / f ~ - , ~ ~ ~ _ , ~ f , J~` f ~ j ,r't ~t~ i ~ ~ ~ ~ 1 ~ ~ ~ • J ~ f,'` ff i ~ r ~t ~ ' / 65.00' ~I ° ~ / Y' f~ J.~ r : ~ p ~ e~ ~ . " _ ~ k~~. N ~ N .u.~ ~ ~
~ / /ir' ~f / il'~~. .S~{..a. i ~ ~ / y ' i' % . ti , , Ky f i ! ~ f / , ' . ~ ..~i / ~ !'~i ~ ~ ' P ; ~ l ~I M ~0 , ~ ~ i ~ s. / J ~ ,r ~ j 1 , f ~ ' / , ~ i ; J 4 E;.. e?~ , ~ , ~,1 ~'r ~ ' r ' , , /r~ i` ~ r ST 69+25 OR u ~ ~ . ~ ` t~ , r..~
~ j / . / i f , I ~ ,~t ~ ~ , ..__l L. ~ ~ ~ 2 ~ U
~ ' " ,~~'~y / f; ! f . ~ ' ~ f ;7r ~n I ; , ~ ~ ~ ~ _ ~ RIM 24'h,32 ~ ~ ~ ~ Y ~ `r ~rI ~ ! i' ,',1 ~ , a, ~J ~ /~t " ~ / / / . "7 I ~ d~..'~ ~ ~ ~ / / ~ ~`~f s ~ i' , ' f ,f r ~ l~ ;,~3d.~s 5C{.ti. ~SS'Sd+&q 2~. ` - . ; i , "e ~ r~ ~ r d 5~ ~ ~ ' W ~ Z ~l I~ W
f t f f;' ~ -F ~ tidl ~ INV ~ ~ f ! ~ ~ ~~r, , ~ ~ fr ~ ; ~ ~ ~ ~UT 2 i , ~ ~ G l, , / ~,4 ~ ~ ~ _ ~ ~ ~ , ~ ~ ~ ~ ~
, ` ~r~ STA 70+32.38 5.OOR ~ ~ ~ ~ . i i ~ / / ~ ,+r e r f J ~ ~ ~ ~ ~ ~ " ~ , r ~ ~ ;C° Y:. i ''`°1 ~ r°'~~ I d _f` Q . ~ r n~ ~ ' ~ ~ ~ti i ~ ~ R{M ELEV. 240.Q5 a f -0 ~ , ~~w , 4 ~ ~ \ . ~ ~;a,~ ~ W z ~ STA 33+OQ.06 0~.13R
t / if r' ~ f ~ ~ / V ~ ° ~w _ ~ '~y r', A a ~ 1 / 1 ~ r X\ O j~~ a E ~ ~ ~ ~ \ ~ i~ ; f/ , f~ r, INV iN 234.Q5 0 ~ ' ~ ` RIM ELEV. 22423 f ~ , ~ ~ r~y.. ~ m
i ; ~ , 1 ~ ~ / ~ / ! i ~a , r/ f,~ , i. INV OUT 23320 MH ~ , ; , ; . , ~ r~,~ ~ i ~ ~ / INV fN 212.95 ~ W W ~ W INV OUT 212.75 < ~I
` 'i`,~ ~ ~ ~ 1~ ~~.ri. ~ w ~ STA 159+61.39 5:~7L~_~ ' , ~ ~i~ , % i ~ , ~ 0 S ~ ~ Q
_ % ` ~ x ' a , RIM ELEV. 249.0~', , ~ ,~c, ~ ~ r ^ , ~ ~ ~ ~ ~ 0 ~ . ~ ,,~v, ~ ~ \ ~ ,r-- Q ~
~g~ ~ ' ~ , INV OUT 242.81 \ ~ / , " ~ ~ , G1. , h ~ ~ 1 ~ A`~ l~ 11 ~ ~ ~ ~ / . ~~i ~ ~ r / \ ~ ~ ~ . Y' . . L" ' ~ ~ ~.N ~ ~ ~t ~ ? ' ; ~ r _
~ ~ ~ ~ [ ~ J~ 'I ' ;~~~,1 ~ i " , _ ~ . ~v'\ ~ Y~ l~~ ~ ~ ~ n ~ ~ ~ 7T ~ ~ . ~2 : µ c9 .;~~s ' F- 'S\ _ \ - x r , ~ ~ L1_ ~ ~:.y .~n~r cr,ri~ ~ ~
. / ~ ~ ~ ~ ~ '~b?~. . • Q % ~ ~ t~ t~ ~ ti ~ ~ ~ ~ ~ z , ~ -0
/ ~ ~ ~ ~ ti k ~ ~ ~ ~ ~ \ K ,k / ~ ~ ~ a~ ~ \ \ \ ~ Q ~ ~
~ ;l ; t ~~GO ,~h ~ , 1; d ' 's~ ~ ~ V x~ ~ ~ ~ ~ c~
~ , ~ , v o , i; , ~r 1 ~ ~ ~ , ~ \ , , . MH~Ki3 + , . ~ ~ STA 34 74.40 2.83~'"-----.
0 E~~ ; ~ p.o ~ ~r ~ , ~ p, X ~ ~ ~ . ~ ~O ~ ~ ~ ~ ~ , ~ ~ RIM ELEV. 217.00
r , ~ x , ~ 5~ sn ,t, , ( o, ~ ! ~ ; <t ~ /f ~ ~ ~ •k` ~ ~ t~ ~"Z~~/ ~ ~ \ W t;~, p0 ~ INV IN 209.00 ? ~ \ o.
f ~ / / ~ i~ ~ ~ ° _ ~ ~ ~ ` ~ 11~ I ? ~ / / ~ ( t i i ~ i St. ~ ~~V~\ S~'~ ~ 1 ~ \ ~ ~ ~ v our 2os.aa ~ ~2• 3 / ~ '0
:1,1~J ~ ~ ~ / ~1 1 /I i' i I f` ~ , i ~ > >C~~ / ~ k@ ~k f U f'°(r~'. ~ lI,X. I/~ J'I 7,~'.-L' . ~ i . ~ y ~ W ~ ~k~-~ ~t~ y, 1piyTM~ / ~ / /r`~~ i j' r1 i i~ f ~ ~ j ~ h ~ ~ x z . , , \ ~ ti p~~,, ~P \ \ ~ x , ~ 5 J~ ~
J f ~ / ~ / 2~ ~ i.s ~ - ~ ~ ! - ~ ~ ry,' ~r . / i % i i ~ ~ ~ ; ta , ~ , ' ! ~ ~ ~ o~°~~~ MH~67 ~u ~ ~ ` / ~ ` f` t' P` 1 ~ / ~ ,j ~ ' / / ! ~ / / ' ~ s ' ~ ( ~ ~ ~ . O'~~ ~,~G ~3 ~ ~ ~ ~ ~ ,9~ \ ~ ~o, , , 53 \
' ~ ~ ' ° ~ ~ ~ ~ Q - STA 158+90.27 1.45L `r~, ~ ~ l ~ ~ i` /r % / 1 i ,i j ~/j - ~ ~ • , 'a" / ~ ~ , ~ ~ ~ ~ ~ f i~ , _ ~ ~ i l ~ s; ~ . a~~ s! ~ c~ ~ ~ ~ o . t9 ~ t~ 2 _cri \ PUBLI ~
~u~ ~ f" f 1 % ~-i'/ ; ' ~ ~ / ~ / 1`~ I ~ - - ,.,,o, RIM ELEV, 245.90 ~ ~ i , ~ i ~ ' / / / ,C" : " ~ ~ Gi` ,`r'Y' ~ _ ~ p , , ~i ~ % > ~ ` ~ ~ ~ ~~~`z , ~ ~ ~ INVEN . ~ ~ ~ i . ~ tC. ~ J ~ 0 o ~i Q~ ~i Sewer Collection/Extension System ~,9 ~ - ~
r ~ ~/i r'/ ~ 1 ~ ~ ~ ~ r /r t' ~ ' / ~i ~ ~ l J'~ f / l - : ~1;~/ ~ ~ .f ~S' ` tia ,j~ X cwr 2~s.7a / l ' / ~ J r' f / ; ~ , / { f ~ ~ ~ ~ / ~ "~1 ' j / ~ , s to the wnnactiDn and extensi n h 8~SO lYie City of Raleigh cans~t o of t e 'ty's puClic sawer syst ae shown on y'j ~ F~~ this plan. The material and construct(ons me ds used for this projec shall conform to the ity's Public ~
i i f ~Y~ 2-` C"~ ~i~~. ' ~ f` 1 i. / ~ i' / i~ ~ ~ ~ ~ ~ % ~ ~ / , ~ t / , ' ~ ~ ~ ~ ~ ~ , , MH#~68 ~c, ~ ' = ~ ~ / ~ 4~ ~ Utilities Handbooks' standards and specifiwtions: ~ = ~ ~ ~A
~ I ~ i' f / ~ ~ ~ Y ~I ~ ~ z ' ~A~ , 1 ; ~ ; i ; ~ ~ ~ STA 158+09.17 ~,6~kC ` ~ ' \ , ~1~% f f'~~~/~ ~ "~y~, i~~' ~ j G.Fr , ~ \ \ ` City of Raleigh Public Utilities Department Permit ~
`.r r ~ r ` 'i , ~ ~ ~f~ i 'i ~ ~ ~ ~ ~f RIM ELEV. 240.1`7 ; ~ F ; . : / ` i ,~t % ; ~ % j ~ i' i-' ~ : ' % i y . ~ ~ ~t~ 1 'f r. / ~ Con truction A wl s ppro
r " ~ f , . / ~ / - INV IN 233.54 ~ ~a r~ i f ~ ~ ~j f ~ ,fI ~ ~ ! , / I / / I~ ~ i: ~ ~ ^t~`~~ 6 1 ~ ~ i / ~ % ~ ! j O ~r i: , pl 6. _ % ~i ~ INV OUT 23324 . ~ . ~y o='', { 1 7~~ ~ \
' ' ~ % ti f j~ n m ~ , ' - ~ ' 7 Y) ~ . ~(n" ` f J ~ ~ ~ ~ ~ ~ ~ 6~' ~ ~'r'x~ ~ ~ Date c~n" ~ Y . , ~ c~ ,4 , ~ ' /.-~;..t Ml'~#34
, , , ~-a - i r ~ ~ ~ C ~ ~ k i ~ j~/ ' ~~f ! ~ ~ ~`-~7~-~' f _ ~ / / t'~ j , r~ ~ . ,e I ~ , / ~ /j . ~ ~ / J ~ 1/~ ~ ,i ~ . , -z-~ ~~xr_ ~ ~ {l~ , iK„ ~ , t~ SC, ~ ~ ~ ~.f~'' ~ PuBLie STA 36+89.82 6.86R , ~ ~ ~ ~ ~ ~ Water Distributfon/Extensio Syetem STA 0+00
? J~/ i ~ , i ~ / / ~ . i ~ l / ! , . j I 1 ` !r r ~ ~ ' ~ V ~ % _ o ~ fz'~°. ~ ~ p~~~'~ ' ` The City of Rokigh consents to the cortnection and extension oF the Cft public water systan shown an \ RIM ELEV. 2t0.60
- ~ ~ ~ / ~ ~ ~ ~ ~ ~ / Z J ~ i~,^ ~ . % / / ~ ~ ~ ~ i ~ / i r , 1 r " ~ ~ ~ ~ ~ ~'i / i / ~ ~ / ~ , ' . - _ ~ ~ '~I O ~ ` b ~ th~s lart. The material and constructions methods used for this ro ct~dl canfortrt to me C~t s Publ~c ~ i~ ' % Utilftes Handbooks standatds and specificotions p~ INV IN 201.74
l / ~ e% / ~ ' ~ f , ~ % ~ i rJ /f tV~ ('E / ! ,~i~ % i / i r~ q, ; ` ; i , , , - ~ ~ 1 c 9 ~ i ~ ~ INV Ol1T 201.53 ~ ~ ? h City of Raleigh
. ~ ~I,~/ ~~j ~11 / ~j~' t i~ , ~ 1, ~ ,~m:. !rr" 'ry-r ~ ~ a; ~ ~ ~ ~ r Q ~j, ~f/~,, ~ -j~'j E 1,~~ a / f ~ I ,f ~~i % i / ( / / ~ , i~ A i u4 ' . F~l s / ~ . i i , ~~P Public Ub7ities Department Pertnit g ~ ,7~ ~k E~. f
~ ~ ~ / ? , j ~ ~ ~ ~ ~ ~k / ~ ~ ' ~ ~ _ _ l7 c - r~ i ~ ~ . ~ i a11.}U a~.4~, ~'1~' i ~ ~ r ~ , r' / / ~ „ . ~ ~ _u . , ~?,,~'f,~f ~ ~ ~ ~~~i~~' ~ ~ j 1/l ~~--I (1;~ ! ~~1~ . , , 1,(. ~c;~ 'i r ~r .,..-P ConsWctlon App oral ,
r~`+r~/ .r~,~`~f~; ;i j ~ y ~I , s /,J I ! ~ j J r ~ , ~~?y~ --~~I ~ ,~d-/,! f / ~ / / ~t`, F'/ ~l %j ~ _ ~r ~ ~ f % / j ~z ~ : ~ , l',,~ ' , , f /f~//,~'~ V , r ~ ~ ; 'J ~ ~ ' i f i ; C ~ m ~ ~ s.,~ ' x~~ i ~ ~t~ , ~ ~ s~
~ / / ~ ~i % i ~ i ['Uf ~ t ~ ~ /~i i i ; ~ , ro m ~ ~ ~ ~ ~ STA 154 23.31 -.rt ,i a ~t ~
~i' ~r ~ ~ ~ ~ ~ ~ ' ` .cr ~ ` ~ / ~ / ~ % 5`. _ . N C . '~w,.~ S( , ~ ~ "=`3/ i i ~ % = ~ % ~ N t0 . O ~ ~m,,, ~ ' UTILITY INSTALLATIONS AND 4THER PUBLIC o
~ x` ~ Y° 1 / f ~ ~ i, i' ! ~ / `.i ~ . ~ ~ , . ~ / I ~f- ~ ~ ~ ao - r INV IN 220.25 ~ . . ~ ~iJ~ ~ i f ti~` l / ~ ~ ? "~~'a h'./~ j~ / ~ ~ ~ O' N ~ ~ ~ ' F€ Y}^ / ~ % ' ~I'7 i ~a 1 r . ~ / i ~ ~s ' N ~ t ~ '~a,~ ~ FACIUTIES, 1NCLUDING SIDEWALKS AND HANDICAP V ~ / ~ o
/ , ` ~ ~ ~ / , ~ / , m ( ,i ~ N W ~ _ _ INV OUT 220.05 ~ ~I i l ~ ! ~ e,. / ' ~ ~ ~ I ~ ~ . ~ . J ,t' ` r~„/ % ~ / ~,k_' % p`'1"~ / ` X`", ~ / ~ , Cf ) ~ ~11 i~..a - ~ \ j ~ , ~ / j i / j /"~f' / / J ,r~~, ~f ~ f P? ~ / . / sJ , (n FG ' " ' ~ ~ ~ RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS r ~ 7 ~ ,~r;; a~.~ , ~ ~ ~ MH#2
. ~ Ij / i l ~ ~ i i ,CS i r ~"CdY / ` i / ~ / / ~ G' ~ . r, ~ ~ ~ ~ r . .J~~-' ~ ~ j~~ i~ ~`,r}C/' ~ ~ WO, - i / A - k"` ~ STA 1+41:18 AS SPECIFlED BY CITY CODE. THESE FACItITiES ~ ~ ~ T ~ R{M ELEV. 233.E~ HAVE BEEN APPROVED BY THE CI ~Y OF RALEIGH
~ ~ ` / / 't i / ~ / i I O. ~ ~ n~ ~7 ~C ; ~ / _ ~ ~ i r ,~~~1 r, i~x- ~ MH#50 ~ ~ INVIN 29fi.88 AND SHALL BE SO INSTALLED UNLESS A CHANGE ~ ~ ~
~ y ~ y i ~ ~ ; ~ , ~ ~ % T~ i ~ % , 3 , ' / ~ ~ ~ ~ % , y j~ , _ ~ ~ O k INVOUT 216.68 IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC
, ~ / ~~~y ~ ~ ~ ~ i ~ _ : sa.$ ~ ~ ~r:y R~M ELEV. 232.00 . / ,~j~ , ~ ~H ~ ~ ~ ~ / . ~ ~ ~ stiJ /.y i / ~r / ~ v- I ~ ~ ~ \ \ i , ~~v~- / , ~ ~ ~ ~ _ ~ STA +19.18 1.55 - ~ - , , INV IN 221.17 o SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ o, tN H~1$ ~ ~ z
/ , _ _ _ ~ ' ~ i~ ~ i f ~ ~',1^~~ I~ ~ ~ • - ~ ~ ; _ ; INV OUT 220.97 ' ~ , , i ^ , y.~~ f W ~ =-RIM E4EV, 237.15 ti`~°" ~ ~1~ = - ~ ~ ~ ~ ~ a0 PRIOR TO FINAL ACCEPTANCE. ~ 0 ~-r ~ , ~ ~;5g~o--- „ SIGNATURE: ~ ~
, o ~ 1 f G'' , 1; ~ _ . '~;,s.~t. ~ c ~ ~ ~ ~ j f,~ ; ~'~NVIN;231.15 ;~i ~-a ~ ' ~7_ ~ 9L~ ~,rt C~
~ ~ ~i ~ ~ `Y` i .:i 1 ~,~~I.~i °,fl,~~~, ~ ~ , , dNV 0 230.95 ~ r~~' '1~~r /f ~r~ ~~o',~ ' Q , N~ , . :~n~. ~ ~i ~'r° !DIASin. - ~ = o~ ~
~ , _ ~f + ~ / ~%.~.fY ~~1 ~ f ~ ti~ 7~J' ~ ;i I~' ~ I ~ f.~ i~; I i i~ r ~ w, ~ 0 r` r ~ f , ~~r E+ r~^~ g ~ ~ ,~n ~ ~ ~ ~ CHIEF ENGINEER ~ ~ Z~ U 0.0 , t~ t~
/ ~ ~ ,f/ ~ ~ ~ "J~wW~1 „y , E ~ 9 y' ~ ~ ~~S'~ ! , j / / ~i 1 / o,i ~ ~ gy Qi _ / { ~ ~ i ~ ~ ~ p~ ~ , s a~~ I' 1 : . ~.iJ S: f % ' ~ ~ ~ ~i / ~ r ~ f f l ~ ~ . ~ ~ (I , ~ ~d .y: ~ . , ~ / ~ ~ J ~
~ 1 ~~~°'r// < <~~e,' ~ , , ~,u I ~ ;;~uj v~~i ~ ~ i f ~ (r / . , j ; j / s~ J ~ ~ r- r - ~k; ~ ~ ~ ~ ~ ~ ~ ~ PUBLIC UTIUTIES J ~
,L~ ~ ~ ~ / ' / ~f , ~ ~ , 2 ~ _ ? ~ .00' t~~ f M , . ~ ~ ~ f ~ ~ ; . ~ ~ ~ ~ ~ W / 3G _ . ~ ~ ~i~~' ~i % / d ~ _ ; co ~ ,
/ ' / t~ R 0.00 ~ ~ a , ~ ~ , ~ ; i f ~-M-.. . ~ ~a ~ f ~ ~ ; ~ ~ I A ' ~ ~ ~ ~ ;A ~ ' . ' y TRAFFIC ENGiNEER ~ ~ ~ ; ' , MH#26 ~ ' ~ ~ J ~ ~t
/ 1 ~ f / ~ > > ; - - .Z J ' ~ I 4 f ~ / j / . ~ ~ / ~ ~s/ W ~ ~ t ~.L~f F ~ !"a~ ~ ~ ^ U"~ ~ r ~ ~ ~ ~ ~ STA 0+00 ~ , CONSERVATION ENGINEER z ~
, ' ~ ~ - ~ ~ ~ , LEN , ~ ~ ~ ~y~ ~ ; ,.z ~ , . , ~T 310.01 ~-F~-., ~ , ; , g~ r- l~ o N O ~ ~ ~ , ' ~ ~ TA 56+37.52 9.78l~ ~ ~ ~ ~ ~
~ ` , _ 3'~~ ~ ~ ~ ~ ~ ; ~ ~ ~ , d_. ~ / ~ \ ~ ~ i . i ~ L _ " ~ / ~ ~ ~ : _ , ~ ' iRIM ELEV. 230.01 ~ ~ ~ ~ ~ ~ U I
~ • / ~ , / ! ~ ~ ~ ~'v` s.~v r , ~ ~y X ~~k! ~ ..?~4J~3 !",bre t' ; j ` ~ . ~ ; f, , GTH 74,05 ` ~ ~ ~ ~ ' HIH#29 Q Z ~ ~ INV IN 2, r79 ~ ~ ~ ~ STA 6+91.42 ~ ~ O ~
~ i %r f'`'~ i / / ~ ~-~-'._t_ ~ ~ / i ~ t. ~v ~ % ' ~ ~ i f ~ ; _ x . . ' INV pU~'z ~ 7.~9 - i- °0 , , ~ ~ ~ ~ i , RIM ELEV. 201.00 W _ z
/ ~ , ~`""'S"a-`~'-,,. . r'v.'``~ 0 . f~ i ~j ~ ' : i; ~ ~ 2~.~.. 4 .+~0~ . - ; ~ ~ ~ z ~ ~ ' . ~ ~ ~ ' ~ - ~ INV IN~ 190.94 ~ ~ C~ ~ . ~ - ~
r~ ~ ~1~~ ~ / i ~ . ~.v~~' 1~1`~ ~ / ~ ~ f r / r i i / W ~ ; i ~ _ ' / 4 `k ~ ~ ; i~, ~ INVQUT 190.~4 - Q W r ~,i / : GTF#~370.33'- > U cn ; ~ ~ ~ Q ,
~ f / ,f ,r ~ . ~ ~ ~ ~ V ~ ` V / VJ ~ ~ . ; A ~ ~ ~ ~ ~x " . ~ - ~ .
~ ~i~ ~ ~ ~ ~ ~ ; ~ , , , ~ , l Q ~ M~ F !JJ r J, i c~ ~ ~ ' 0 ~ "-SLOI~ ~ ~ ~ ~'x ~ ri ~'a " , 3.19gb-- ~ ~ , W O , ,v . ;x , ~ ~ ~ ; ~ , ~ " ~ . ~ W [X N
. . 4r ~ "'~"l t`'~ i ~ , l.'~.. . ' ~ • , ~ y'~ v / ~ ~`w' /',i t , , r i ~ Z o, , ca STA 147+~82.7~4 S.OOR ~ ~ ~ a, ~ ~ . / 1 . ' % . ~ er I ~4+ ~ i I J'. r~ " ` / , oi y.} / / ~~.,.'o.: , . ! ~y~ { LG _ ~ y~, ~i _ y~~ ~ r~~ ; 20 C.O.R. SEINE G~ ~ ~ O ~n X \ R EASEMENT U ~
~ ~ ~ r ~ ; Llo - STA 75+1~.9.12 S.OOR ~ ~ , ~ ':e~ ~ r~~'~~ f - ~ . I ~ c~ ~ H~ ~ ~x~ ~~~~x/ r f~ --o RIM ELE1y. 236.24 ;ge ~ ~ ; ~ , / i~ ' ~ ~ ~ ~ _ _
m ' E~ % ; ~ ~ ~ , ~ STA 150+67. 9 . ~ ~ ~ 5 O~R ~ ~v ~ / ~ /~f,fi " ~r I INWN~ 2,~A.34. ~ ~;~33 i ~ f, ~ ~ ~ ~ ~ ~ ~ , ~Y ~ ~ ~ i ` 9 c~ DRAWN ~ ' d~ TIE TO EXIS
, ' ' ` f ; /i/; , 's' INV IN 2~9.34 - ~ . ~ STA 154+95, 2 5.OOL ~ , ~ r ~ , DRD ~ ~ ~ STA 7+53.6~
~ ~ ~ ~ ~ '~RiM EtEtJ. ~-39:87 INV OUT ~229.14 , - - . ~ ~ , ~ ~ / , z ~ INV IN 224.7 ~ x ' ~ • ~~~x HECKED ~ti RIM ELEV. ~ ~ . '
~ 3 , , iNV w r~z.7 ~ PHA ~ ~ ~ ~ SE II ~ ~ ~ NEW tNV IN GM M ~ i ~ _ ~
, a , , ; ~ ~ 26 P v ~ ~ ~ ; j A~' , ; , ~ , APPR0I~ED ~ x , ~ GMM
~ ER P ~ . ~ ROTECTIVE YA ~ RD ~ ~ , x; E , , , , \ , ~y \ ~ START DATE
~ z o ti , ~ . ~ ~ ~
" GRAPHIC SCALE 0 1 ~~ti~ni innnu1 , I ~j ~ JOB CODE
' I ~ ~ ~ ~ ~ -
w 60 0 3~ 60 120 y4p ~ J ~ ~ ~ Q . I I ~
H ~ I H - = DRAWlNG ~ ~ = C -
,
~ IN FEET IVO, .
o ~ LL- 1 inch = 60 ft ~ .
c T
s 4j I L I 1 Mc?~-
(O S ~ ~ \
C C
Ql N
GD I~
O

~
u i ~ ~ ~ 1 ~ ?
' ~ ~ VERIFY ~~CATIO~ ~ ~ i ~ GRAPHIC SCAL ~CATI01~ A~1D SIZE Af~D TIE TO ~ ~I
~ ' EXISTII~C WATE~ ~ ~ ~ T V ~ s~ ~ 1 3~ 6a ,20 24~ ~ WATER~INE If~ F~RES I~~E
~ ~ ~ , N ~ I i I ~ ~ ~
~ ~ RDAD~ SAWCUT A~ ~ , ~ CUT AND PATCH ~ > ~ , c v
, ~ ACC~RDI~1G T~ TF _ Oj ~ 'v= x 1 T~ THE CITY ~F~ RA~EIGH c I~ FEET ~ ~-Q o,~
~ ~ ; i i z~~h = sa tt. j a=~.~
- ~ A(~D NC D~T STA~ ~ ~ ~T STA~IDARDS AND ~ ~ ~ •~o,~N~
' ~ SPECIFICATI~f~S I ~ r T f~ ~ I ~ ~"~o I~ S o ; ~n ~ i i
~ ~ I ' _ ~ ~ ~ ~ ~ ?zi~co I
I ; ~ ~ ~ ~ ~ ~ , ~ ~ a ~ ~ ~ Q ~ m S ~t D~
, a~ i I r. 1 ~ N ~ 0'i 0~
~ I ~ , a ~ 4~~ •~2 ~ ~ ~ ~ ~ ~~~x~~~ ` ~ ~'s F' 6~.+' : 9 s ~ A ~ ~'x' ; ~ ~ N M p - ~ ~ ~ I ~ ~ ~r~ ~
i ; N _ ~ I , ON DiSTURB ~ ~ ~ .t - ~ ~ ~..i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ a ~ ~ ~--i N ~ ~ ~ I IF~ ~ ~ ~ ~
~ ~ i MEtiSE RIVER I , t' ~ ~ ~ w
BUFFER EAS~MENT I ~ ~ ~U ~
I I ~ ~ W
F ~ ~ Ny ~ ~ W .
~ - ~ i ~w ~ , ~ t ~ z~ I ~ i
~ ~ ~ ~ ~ ~ ~ ~ ~6 PERIM~TE P~ ~ ~ ROT~CTIVE YAR Y~, W -r ~ ~s ~ i i'
I ;,7 ;J~., • kl ' 1 `°a jti ~ - . . _ . . _ ,r~~ i, u, ! ~r ,u s f , ~ ~ - ~ _ ~ ~ C'~ ~ . u~ , r I ~ rS, ~ ~ v- ~J r*~ ~ g ~ ~ _ . . , . ~ . ~ . P~~~~~~ ' ~ ~ ; , OT~CTI ~ YARD ~ _ i . ~ _ ~ ' r ~
1LV v~.. C~ s i z ~ s_~~h~- ~.1~. ~F P' E~ rn . n ~ ~ ~ ~ g ~ ~p ~ ~ N; Q' ~e;s Ft~ ~tU . t7 0,~,~~ 5~.,~. ;J ~ x ,u w_ ir r~; u~,^ ~,e ~ r' f~ u~ i - ; ; ? DEVELt~PER TO PROVIDE REQUIRED ~A Z 4 ~ ~
~ ~ r ~ ~d =r; ~ _ ~~i tf ^t ~ ~ , i ~ . S~ I ( g ~ - rr.~:. ~ ~ ~ ~ TI~RN L.ANE PER NCDOT REQUIREM~NTS~ ~ ~
W `4' ' ~ c' I ~ I r,` a i ~ ° G!; t ~ r ~ ~r4 ~ , , ~n ~ ~ ~t,~ i ~ ~ k ~y ( n~ 3t`, i vR ~C' ~ Jj~ ~ _ `n tj 9 ~ ~ ~s+ t ~ ~ ~ :~I I ~ w
Q, ~u. d ~~V~~" I I . ~'j / ~ ~ tS'; ~ ~I 1,`l, M~ , , ;K q ~r a v i' f ~ ~ ~ ~ ~ ~,r~ ~i ~ ~M t ~ ! 'q~` l~ ~ I+°~ &P_ ~ ~
, ~ ~ ~ ~ 0 E ~ ~,~oi ~ ~ _-,.~5_u~ ~ ~ ~ ~ ~ ~ ~ i _ ^r ~ ~ ~ ~ i _ _ ~ K~ , t S~' t:?v ~ ~ ~ ~
~ V _ ~ ~ . t~ cn ;y,U-, -r, , --r---~??., ~.,(j' ~t~~``a~a~ P ~ ~ , 1C ; / b ~ n~ ~ o ~I~~VV. ~ ~ S~rt~ ~i ~ 1 ~y H D VELOPER TO DEDfCATE AN ADDIl`IONAL r, 9,~ r..~. 1 ~
r` ~ ~A~P~. ~ f l' s~ ~ ~ ~ E~,~ 1 t M ~ s p~~~, b. ~ <h ~ i° ~4t ~ d p.4..+` ~ 1\v j.! ~ ~ ~ ~ ~ ~ ~ ~ .n~ ~ - x~ r ~ ~ ~ ~ ~ ~ ' ~ a icK co~ 15 OF RIGHT-C)F-WAY ALON F R TVIL E ~ a~~~.~ G 0 ES L
I ~ ~ > , < ~ ~ - t ~ ~ ~ € zl i ' ~ i *iT m'-"" h z~~`~, ~ ~ ` O ~t r ~ ~ , ~
/ ~ ~ ~ ~ ~ ~ ~ ~r~;~ K , , ~ '1 ~ ~ _ ~ + ; . ~ - R AD AS SH{~WN. (J) ~ , ; , ~ ~~~y
~ ~ z~ ~ G~; ~ 3 s~ n~~~ `q` ` s`~' , ~ X e ~
~ 6 /L ` ~ ~ ,,t ; g~~~ ~ ~ , ~ ~ i ~::t~; ~
~ vF, ~ h ~ `y3 k g~~¢ g ,4 G:, Trn ,x ~ V~t:,:.;.'`%{',..~~.,,~jr`- "%`Y ~ ~ V W v
~ $ F ~~.`.);.'~1 4 ~ S' jf ~ `sr,i2~ ~ I ~ f ~ . !C1. ~ -c~ r' BR K COL a t~~ , m ~ ~ m ~ ~~~.w ~ ~ ~ TI
4~~~ ~ ~ / SC.'r t p ~;,r~~~ ,n.~C. r ~ '*;,ttry ~ ; w°~ ~al f;g~°_-' i a . ~?~3~;~~'' a ; •x~ ~ ~ ~ ~ e ~ ~K iL , Q ~ ~ ~ -<r. I C C ~
iF ,1.)~ 3U.'~, ~ ~ a ~ d ~ ~ r ' ~ a ~ a ~ ~ `J/ I ~ , .:,r-' { 4~ h ~ 7 . ~a ~ ~ ~e`~ ~ ~ ' - I'Il I' _I ~ ~ ~ ~ _ . s
: ~ w ~ ~ , . _ ~ ui ` en? 6 ` F' ~ h,f;,J~ Sl~.~'.. ,G;~iJ.u; ` ~ 3 z ~ ~ ~ ~i, ~ - , ~ 0 ~ ~ _ _ S~ , ~ , ~ O ~
b ~ w w ~ / ~ • ~ a; Zj ~,r; ~ f~ ~ 1 - , m m N ~ ~ ~ - ; ~ k- , D
- ;z e-~ i ~ ~ r; ~ r'S Or ~~i es- ~'~1 _ ~ i~ ljJ Ja ~ ~ i ~ ~ ~ ~ ~ r ~j Ef} ~ - c t. (7' ~ ~ 't', ~ I Q -.f; ci7 ~1 " _ 0° r ~m y oo m ~ z o 0
. t7~', ~ , .y~,.~~ tr~ i ;i:.; , ~ ~r; ~ s l ~ ~ - TM v> ~ ~ ~ ~ uJ , ~ ~ , ~ . ~ , C~Z~ ~ U ^ ~ ~o W ~ , ~ ~ ~ z z
D < . u`~-~ Ui ,i . ' C . I ~ i p u' r" `T ,;n~ , . / l ~ , ~ ~ Q
~ I ~ ~ ~ / 1 ~ I~ ~ ~ ~ ~ (~f . < ~ . x mZ~1-p ~ ~.i ; ~ ~
. °y1 L~"~ i ~ t ~ . ~ ~ ~ r' ~ wu ~ i 7~ ~c~ ~ / ~ ~ 1 ~ ~ 3 y ~ ; ~ , ~~a~ z r'" ~ ~x' ~ Q~ ~ x,~ D ~ ~ ~
~~'~ti.i s~.ft. ~,h'3E~, ~r,~t. r~_~__~~ ~ , i. ~ ~ ~ ~~~x~~ ; m - -
~ ~ E , , ' ~'.r ~ ~ - ` ~ - ~ W ~ ' (n W X ~ W ~ ~ v v
~ `n 4 ~ w ' ~ ~ M ~ ~ ~ ox ° ~ !3 ~ ~ _ o; ir , ~ti ;r , ' c~fr,~ t~ i _ ~ ~ t' r ~ 1 ~'t ~ ~ x. ~ F- ~ ~ Q R1 Q ~ Q ~
~ <<z ~ , ~ . ~ ~ w r~ r- ~ C ~ { V 1 1 ~y `~~t•~ '~i7 1.~ ( . tE~'r +7'. Y ~ ~ , _ (l) ~ ~ , ~ ~ V1 - V ~ j;~~ f' O
~3 . . ~~"s . . ' . ~ ~ ~ "4j,~;~` ,w~ „ ( ~ . ~ ~ ~ ~ ,r ~ ~ ~ ` trl ` ~ ~ CJ r4 1 , ~ ~ . i ~z , t - . ~a`~ r _ ~ e^~ . ~ , , Z ~ ~ ~ ~ ~ ~ r - ~ i =
, :r~~ - , . I _ ~ . i!~i , ~ _ ,y ~A~~~ i ' ~ ' ~ ~ > ~ m ~ ~ ~ s~.~ ~ , u~ ~
~ ~ ~ ~ ~ 4, ~ f;~3 ~ , r~ ~ S L~ I ~ ~;t ~ . \ ~ ; ~ ~ , ~ t~ ~ ~ ~ ~x~
I ~ ~ ' ,.u ~ ~ ~ ~ l , k ~ 1 . i P`") ~ i~ t.r,.! t 00 ~ ~ D \ _ t` ~ri ~j( ~ i , ~ (~l ~ ~ -0 ~
1 `t ~..,o-` ~ ~ ~ t ~ ~ , rr+~ k' ~ ~ w i ~ ~ ; ~ ~,s..- ~ ~ , ;h~ ~C - p p ~ a ,i i t Z
3, ~ x . - - ~ . . R ~ .~,x x _ 'z. - . ~ - Y . y_3'~ ~ t ~ ~ ~e ~ ~ ~n~ ' ' C ~ x~ ~ ~ ~~-.;o~~~~- ~ D^
N ~ ~ d' 12 WlL , s ~ ~ ~ ~ ~ i , CN ED Z U, ~ c ~ ~ - ~ - ~ L ED D I
, ~ ~ , ~ ~ ~ z i ~ ~ , , ~ ~ A . ~ ~ v W , ~ ~ ~ ~ ~ ~ ' r ~t ~ , \ { - Y ~ h~ t / ~ n
i ~ 4 ~ C ~ 1 ~ uP >t, ~ ~,y ~ ~ un / ~ ~ ~ ~ ~ V / ti ~ X ~ V ~J ~
~ _ ~ ~ , , ~ ~ ~ 1 . _ ~J ~ .i fx5~__ ~j ~~i ~ ~ ,r~;,'-~ ' / ~ . / ~ ~ ~.r ~ ~ r ~ ~ i~ ~ ~ , ~ m ~ / y. / ~k;~ I ~ r
~"f ~ i i ~l v,~Y~,~~ ~ :i ~ r ~='~?~;~~~t N;~'~~ ~ w r-~3C.O:i' ~ ~ ` ,i~ ` ~ 1? , < ; / ~ ~ I ~ ; ~i V ~~i i " ~ ~ ~ ~ y
~ ' ~ { ~t~( i~4.._ ~~~,a.. ~ ~ ~ ~ i ~ `a, ~ ~ 1 % - L°~ ~1 „r ~Q` 'v ~ ps ~r° ~ ' ,G K~.~~~ i f ? V l ~ a79.. ~l~a ~I F ~~i"a~~i ~~'~~A . ~ Oi° Y~ ~ . r ~ ~ ~ ~ yV ~ ~ i~ ' • , ~ i ~ ~ , ; ; ~ , ' ~ ~ % i
-r,r r . ; , ~ , . ~ ~ - ~ P, ,f~'--• ~ _ ~ , , ~ . , b _ ~ ~ l ~:l e ~ ~ ~ ~ ~ 4- ' ~ ~ ~d7 - ~t~SJ ~ ~ \x ~ l`~ X X / / x ~ ~ ~ ~ I / A ~ ~ ~ , ~ I ~
~CQ <C{ i~< n ~t- ~ ~ r~, ~ ~ ~ ~ ~ ` ~ ~ P I ~ ..B°~w" 5j + ~.4 ~ y i7 ?7 n I r" 1'' I Cf'~t ~"`y$~'! I.J' ~ X ~ ~ / y ~ G'1 ~ 4 k - , " 3.~ . E 1 ~ ~ / ~ V y~ I i ~ ' I ~ i ~ ~i
~ ~ a a : r,''~ ;a, ' ,T, f ~ S~r. s y s~,d° Aj°. . , ft / ' ~ . `~'D ! , I . , ~ ~ i . ~ 'n~ ~ ~ ~t. ' . ~ , l. . . . . I~ - ' ~ , rl ~ 1 . . _ . . \ / t'S I _ I . ; ~hl , v""~~Y1~ _ ~i X ~ , ' ~ ,
tFt - . ~ y ~ I ~ C I ' ' ~ I ~I ~ ~ i1~ _ _ _ _ ~ ~ ~ ~ , ' ~a , ~ , ~ ~ _
1 {?~J - cr~ ~ ' ~ ~ _ ~ ` ~ ; ~5 ' ~ . ~ ~ 1 Ua , ~,~~3 sq.fT, r ~~4 ~ N ° N ~ ~ ~ ' .
r-5 ~=~~~3 ~:;.ft. ~ ~'ti ~ 5, ~ ~ ~ ~ r; ~ ; _ ~ E;+,u3_ ~l ° ~ c,~i ~ n. ; T ' ~ ; " 0` ~ . ~ / ~ 1 ~ T ,
i - L~I / ~ / / ~ ( j\ `X I
~ ~ C / ~ ~~~.~4_V1~~'~'\ X ~ ~ / ~ i" ~ ~ ~ ti% .~~~~~cRE~ . , „
~ ~ ~a Pm ~ G ~ r ~ ~ , _.~------~c--x; - -i; .td ~k~ ~ ~ ~ / i
j 1 . ~~:~I ~ f . 1 ~ ~ \t~~ ' ` ~ ~ ~x~ ~x ~ ~ ~ ~ , i ~ ~ s'-~ ~ / ? v 11^ A' , . ~ k~ . a ~
[ , ~ / s . I ~ 4 . d'~,. ~ ~ 4 a~°~ 6~ ~ i ~y x X ! • ry~ { '~4 ~ / ~ , ~5 ~,.~~,a~ ~ N tA x ; 1__ ~ ~~x~ ~ + , ~ ~ b p Q
~ ~i S'!(~ / i ~ , ~h~; ~ ~C~ M z~ / Y~l W VlIJ ~ I . 4 c,,~,ca` ~ ~V~1t'~_r~ , - ~ ,~w. ~,:w 5~ ~ ~ ~ , pEp J 4' ~x ~ ` ~ i' ~ 1
i / \ ' ~ r ~ f"~~ ~ f ~ ~ ~ ~ i ~ . ~ ~ ~ ~ ~ ~4 ~ .-q ~ ~ ; ~ ~ ~ s . 1 / T, ~ ~ I ~ . ~ ~ ~ ' ~ °CNI ~ k~ ~k k~ PEa
~ ~i II ~ ~ " ~ , ~ , ~ ~ v~ , ,~.r N ~ ~ ~ - ~ ~ ~ WATER FAUCEI° ~ T X u ~ ~ ~ ~ ~ ~ , ~ ~
~ ~ ~ ~ ~;~a~'~ 9% ~ ; ~ ~ riATER fA C ~ ~=u ~ ; . ~ x r '
~ ~ s ~ ~ . ~ ~~~1c,+o / ~ . ~C F °TEL ~ h ~ ~ ~
~E i A~~_______--' \ : . PED ~ ~ ~ ~ DEVELOPER TO PAY REQUIRED FEE-I~N- LI~EU~ ~
~ ~ Si~~~ ~ ~ D-9~D-10 ~ ~ . ~ : ~ , ~ \i \ i ~ / ~ , . ~ti i ~ 1 ~ t
~ ~ ~ ~ x~ ~ ; ; ~ Y ~ ~ , PAYMENTS ~OR 1l~ OF 41 B.B. RflRD ~OR ~ ~ , x i ~ ,
wE~~ ' ;ti ~ ~ , : ~ ~ ~ Y ~ ~ ~ RADFOT ~ 0 R N AGE ALONG FORESNILLE ROAD Y y ~ ~ / I
~ N \ ~ ;.I % ~o i / ~ j~ ~ ~ .r ~t , ~ ~
~ ~ ~ T ~ i , . 50 00~ n ~ . , ~ ~ . ~ ~ ~ ~ ~ . ~ . . ~ , ~ Z ~ ~ . . ~n ~ ~
0 ~ / ~ i ~ 1 1 ~ ~ ~ ~ ~ . , ~ ~ ~ ~ ~ ~I I >
1 ~ ~ , ~ \ ~ ~ ~ ~ .i ~ ~ ~ r , a COL ~ W ~ n i, . , , . . ~
1 ~ ` t~ n' ~ ~ . , . ~ k `y; u • ~ K ~ ~ ~ ~ • ~
~ ~ ~ ~ ~ , ~ ~;x U ~z`~ ~ ~ ~ ~
` c~ ~ / / ~ , .,X;. ~ ~ ~ \ ~ , x' x ~ x ~ ~ ~X ~ J ~ ~
..n t~ ~ ~ 't , \ ` , ° \ N ~ ~ ~ 'i ; ~ ~ .y \ ~ ~ , i
~ m WAiER FAt1CE1° T, ~ ` m ~ ~ ' ` ` ~ ~ ~ / ~ ' ~ BRICK COL Q ~ , . ' ~ i ~ CO ; ~',X~' ' k' r! ~ UTILITY INSTALLATIONS AND OTHER PUBLIC ~ W r-
\ ` ~ / 2 ~ / ` o ~ 1 L / ` k , FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ~ J ~ d-
V / ~ \ ^ \ ~ ~ 5 ~ \ ` / \ \ ` / ~ , \ \ 1 ~ ~ ~ ~ ~ ~ ~ , RAMPS A T T T A T T ~ ~ ~ RE 0 BE CONS RUC ED ON LL S REE S Z N O
r~ ~4 . ~ `1s~ t ~ _ ~Z~" ~ ` ~ c ~ ~ ~ . . ~ ' l o x x, a AS SPECIFIED BY CITY CODE. THESE FACILITIES r- ~ ~ , / ~ ``k' h~` v k; ;y ~ HAVE BEEN APPROVED BY 1~HE CITY OF RALEIGN ~ m U 'nI
a 1 ~ SEPTIC TAK~° ~1 ~ ~ ~ : ~ -,Y; ~ ~ : \ i \ / / ~ ~ ~ Z uJ ; X~ v~, n ~ i AND SHALL BE SO INSTALLED`UNLESS A CHANGE ~
~ ; Y~ . WATER AI~CE r`' i ~ ` ~ ~ ~ ~ , ~ ~ ~ , : ~~y , k + ~ ~ ~ ~ ,~~k ~ ~ ~ ~ IS AUTHORIZED BE WRITTEN APPROVAL. PUBLIC ~ I op
~ ~ t ~ , i I ~ SANITARY SEWER EASEMENTS ARE TO BE RECQRDED ~ I
i , CE ` ~s ~ _ Q W ; ; ~ PRIOR TO FINAL ACCEPTANCE. J - ~ ~ ~ r~ ~ ~
v~,;~ ~ ' i \ k ~ ' ~ i ~ i ~ SIGNATURE: > U J p~ ~ ~ Q
~ h•' C . lia~` y f~ . / A~ , i I t ~~fY ~ %V ~ ' I F- W
ry^ ~ ` 'a_ { J , i~~ ~ . ..~F ~ r ~ , U~i` ~ G~k z o \ CHIEF ENGINEER w ~ N
m ~v, tr. \ t_ i~ ~ 3 ~ ~i ~ i ~ O ~ I, ~ ~ ~ ~ U i L~
~ 1 ~ i ' ` \ \ X \ m ~a. ~ ° \ / L ' PUBUC UTILITIES ° P D
~ ~ ~ c~ \ ~ ~ ~ ' aRawN ~ ~
i ~ ` PU LIC > \ . ~ ` \ Sewsr Cdlectlon/ tenslon Syatem - ~ ~ ~ t TRAFFIC ENGINEER , DRD ~
Z i F..~ ~ ~ The of Raieigh consenb to the cannection and extension o the City's pubik xMw ayatem as ehown on 3 r~lv ~ Mh ~ Tha molerid and construc~1pns me8hode ueed for thfs o t ahall conform to the Gt ~s Public , HECKED - CONSERVATION ENGINEER
~ , ~ ~ Y . ' / C ~ UtiltW Fbn books' atandardg and apeclAcntlona: ; ~ ~ ~ ~ ; wa -,~aH-~:-:-- , GMM 1~ SB+ y;~ - APPROVED
~ 3 Gty of Ruleigh ~ ~ ~ ` Rblk Utlities artment Pemit \ " ~ !/i ~ F- ~t~ / ~ .O ~ ~ ~ ' , ~ GMM
Z ~ Candruetlan AppfOm ~ . ~~~5r~~ . X~~~~~ i `~~1 iii~~~~~ ~ START DATE
Q Oa1e ~ ~ ~ X / s ~ °`.s~i~'~9~.~ V ~ ~0~1 ~ ~ r ,R~.C
O k ~'v,~~~ t ~ rr ~ ~2`' ~ PU IC ~ '!at ~ ~ ~ ~ / . J08 CODE ` ~ / ; ~ S
~ W ~ Water Dlstrbution tenaion System \ y~ `Q \ n J ~ l=t'~~ TAe qt of Ralei h consente to ih~nnectlon and extenelan af e Clt's u61(c ratr a t ae ahown on ~ ~ C J ~ 1' 9 Y P Y~ \ I~ ~ fH ~ " i ~ ~ yY ~
H ~ tMs plm. The material and constructi~i s methads used for thls p t shall conform to th~tfs Pu611c - ~ ~ UllltMn Handbooks standvds and speciflhptlons: ~ !i = ~ 1 ~ ~ - •
H n'~ ~ ~ `S. ~ ~ . ~ ~ r-, n ~ ~ , ~ 1 ~ ~ ~ = n' 11~~[t ^ 11D A tt11Ai/'~
w ~y cny os Raeiyn
I= ~En~ ; Publk Utiiiies Departmml Pmnit # O Constructio~ Approval ~ ;C , „ N4.
13/0 ~ J f0 I i . D01! ~ ~ ~ /^~/J~ . \ ~
\ ~ ~ N. ~ ~ o C -
~-j B ~ 1n1
c c -
a) ~
~ li
~

~
~ I ~ i ~ i U
~ 0 ' 6314 ~ ~ ~36 ~ ~ ' 9 I I ~ ~ ~ I J , ~ N
~ ~ 1 L n ~ ~ ~
If I( S I i I~ ; j ~ ~ ~ U n ~ - ~ ( I. ~ao `~o
~ --I ~ rr ~ s ~ ' ~ ~~.E~ F f I ~ ' N - o i ~ ,f.i p v U
~ 0 EXISTfNG ; ~ ~ I ~ ~I d~ It~ I~ ~
ER LINE ~ C~ 1 H ~ ~ ~ I ~ ~ I~N~ U J ~ N N cD
I ' I ~ XISTING a i ti. ~ ~ ' ~ N O N- D I 0 ~ o
~ N RMH . ~ rk~. i ~ ~s ~ ~ ~ ~ i ~6' PERIMETER PROTECTIV~ Y ~ i ~ I NEUSE ~ ~ ~ z ~ ~ I BUFPER E ~ ~ cv ~
, ` I i I ~ m~d-m ~ I ~
f f,~ ' ,f` % , , r' ! ~ , r . ~ ; , , I °.//~~/f,~', 'r~ ,~,r~t -,r//',,~~, f,~'/ ,~'i~,f,/. ~ r,,~ r r/ ~r ~~1s f ~ l/ f ' ~~f ~ /~i' 1 f r~ r ~i '/~t ~ I I L N•- ~ ~ ~ ~ ~ ~ ~
f ! f a f( ~~j ! r ~ / 1 ~ ~~,1 ' ~ ~ ~ J ~r a ~ I I ~ r F . / ~ .F i~/ f . 1 l~~/~-'~~~`~ ' /l/ 1 i ff~ 1"' ,1 l r,~. ~E ~q~g ~ , i ~ i~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ cf' ~ u v
' ~ ' - ~1 f t~~%~ 1 !'~1' ' ~ ~ ' / / / ~r' ,r" f ; ~ ~ ~ur,f / y~ f r'f~ ~ / .:n ar s~.`AR~~.~f~.~~~k » ~ ~ ! ~ ~ f . A ~ r . ~..r ~f ~ i~ ~ ~ ~ ~ J ~ , r' "'rY j t' ~l '~3 i . ~a = V l / / 1 _ . ~ ? ~ / ~ l' / ~ ~`~~';_r~ f' ~ ~ ~ / ~ y i i~ /i, ~ ~ t r . c . ~ `r, I ~T Cr ~ r ";a ~ C
J~ l ~ ~f r ~ ? 1 / _~~r I'~ rr ~~l~~S f ~ / ~r f ~.'~f i ~ ~r~C` % z 7:~ k~ -f1 ~ ~ f~ f , ~ ~ ~ , /s s ~ / ~ ' , ~ / y ~ ~ ~r o7/' ~ {~~~f ~ ~ i / / ~ , ~ ~t~. J , . r~ ~ ' tu ~ ~ ~ ~ ~ l / x ~.JI % ~J .f r~' ~^,~'ff ~ / y c~,~~~ ~r~ / ~ .ry~ i• / ~I ~ ~ ! ~ r~"_ l` ~ ~ I'~ ( : r 1 : C7 i `.~r~ ~ - n`1 0" . ~ ' ?6 P~RIMET~ P ~ ~ W w ~ ~ RC3~~CTfV~~~YA e ~ ~ ~ ~ ~ ~r a I . ~ ~ ~ ~ ,~i I ~ ~ ° ~ ~ ~ - ~ , - r~
i j I i J / E'1 , Q ~ ~ ? ~ l 1t f ~ ~ f ~ , ~ ~ 7~ ° f 1 f ,<~~.t ~'r.7~ ~ ~ ~ ~ , ` „ e^~ ~f ~r 1"~ ~ ` ,,f h / I~ ~~y - v ~ ~ ~ j ~ / i~" . ~ J `Y : j ~ f , / ~ ~ rf' ~ ~ ~ E . ~ ~ w. ~ i ni ~.;r ':~y ;i~- ea`~s K.~ ~ ` W i~y t,,..j ~ ~~Y i~"i=r . _ . ~ , ~ ~ ~ ` Ur ~ ~ ~ v ~
f r' frJf ' ~ r- ,i- / ~ `j r ~ !'=,r~ / % f ' ~ i ~ ' i (Q R~ ~ i~, ~ C~ t;> M~ ~ ~ ~ ~ , . r ~ ~.'~i{~i~~hf f /`f, c~/ r J ~ l / / ; 1~f, ~ ~ ~ ~ , ~ " ; , i , ~ ' f t ~ r ; / > ~ t / y'" ; ' ~ ~ , ! % . ' c;7 ~ ~.J r) ~r rr) u.? ,d c~,1§ ~.a k' a ~ ~ .~3 , Cr , ',r~ ~ ~ i~i ` , s ~ <<: U ° 9[~ J! :e~ w ~ iti"~ u.~ i ( r ~..L ! ~ ~ -t- [ ~ t - i „ ~ ~ U~ ~a ~j
ai#~1' ~ ~,r .~f~ / / ~ ~ S-' b f f / , ~ i / f l .J ' ~ / / ,~I ' ~ a ` / ~~€~d r~ tr~ . ~ F i / i { / / Lf1p,.~ ~,,~1,~`~"a J ~ f l 'ri / i t / ~ J~ f . . , cv~ ' ~ ~g / / ' f ~fi/ i~i ~ / ~ r f t / i " ~ - ~ y~+,.> s ~ ) G,~ ~ , : ' ~j . . ~ t, , ~ •'`I ti~ C~ ~ G r~; ~y ~ y~ , a I .t
~~g J i 1 ~~7° f / / i / ~ ~ ~ t`~ I~g~,a ~ I ~ ! / : ~ ~ j i~ X~~,~` / / , / 1 ~f f' 7 1 / 1` ~ ~ i / / . ~ ~ k,~'t~~s°~t .~:°t'''!' Jz~..l_ ~ , 1 J . , , r~ ~ ,r _ ! , ~ . ~ ~ ~ 1 . r, , ~ f , f / , , i, , , ~ ~ ' : ~ / ,~,Q ~ i 1 ~ ' ~ - / ~ ~r i ~'/A~ ~41 J, ~ f ~ ; / ~ ~-f ,i,-y ~ y,~+' f ' % / % !1 / i j ~ ~ ~f ~ * ~ ~ Ift ~ I CG , ~g~~ r, i 1 ~ is~ ~ ~ ~ ~ ~d"~;a I .3 ) I .i e~"jI
l ~l I ~ 1 ! t t°~/ ~ V~ ~ ? ~ ~ ri ~°i ~ I s. ~ ~~~r :.r ' "v_z', .~;~1'-' , ; ~„r',,/ / ~%;'~`r r ' /~r'° ~i ,1'`~/i~ i ~ ; ~ ~ v~ ~F? "'V j ~ I 1~ ~ ~ i ` ~t~i: ~ ~~,r~ar~i~ , ~ .f~` ~rr, 1 ~ ~ . r~' , eo iL~ t`~ ] ' ~ .F~.. I ( ,~.+z r f' r~ ~...;,pf- ~
if,i ~ ~ ,~~i ~?1K~{~' l 1 ~ f 1 ~~r il , / ~ i i ~ , ~ _~q i sG'.~ i ~ t ~ ~ . ~ / J i f~ ~ ~ ~ J i ~e, ~ r1 I ~ f' a~ ! ~ / ~ 'ft s ~ ~ j / , ~ / ~ , ' i~ ~ ' re_J(~.0~--b ~ ~ ~"-fi,._J,:1~:~~` ! 1 ~ ~ ' il'•~ ~ t~ ~ ~ _,..u~ ~ fi C,, ~ ~ ~ s ~ ~ 1 ~ ~ ~ r . ~`'--r'. ~ a~e• ~ 4' "t~~ I~~„ . € L , ~ a ~ ~ = . y
~ ~ % ! y i / ~ ~ % I _ ~ . , ~ r ' f ~ 0 / , % i j r. ~ . t I " t ~ ' ~ ~A ~ i , ~ `L,9" _3"" ~""qP}~ ~ ~ ~ ~E'~ x t-. ~wy.~,q~{~ m4-xp .I. ,yy rr't,~°^ t,- .T -~.Js X.~`„a~ S t~~~ ,~~t1.~~:1`l If:~ 7 . ~~"~w _ s'1 ty,i § 6.,,f' d,n Ek~ ~6`2t s.r?. r~\~ l 11 a ~ i Y~\~J~ Y f'; ~ ~ F i 1 I \ ~ / 6 ~ p'~ p. ~ ~ ~ ~ , rt;, ~~xF e~.,~~~ u
~ ' % i f ~ ~ - / ~ .~~,~3~ > ~ ~ - / ~ . 6~~ , . ~ A ~ $ - ~ - - ~ ~ ~ ' 1~ .f r' / ~ ~ i - a~~~.y ~ ~:q' Uk~ 3~ S. _.4V~'_~ ~ . I ~ ~ ' ~'a ~
r/ % 1 .~xi, ~3 . - ~ , / / ' at ~ / / f r d` / 1; ,''r' f ' / i ~ ~ , `,,x 8 r i i r~ j ~ ~ ~ ~r ~'a r r ~x ~"x ~C r~ ;:~s ~ ~
j 1' Il,` ` / / f~;-~~ ~ ~ i' ~ ~ ~ ` ~ ` ~ f i ~ , i~ ~T~ / / , . ~ f ' f` / ,1 i ' i~` i r / ~ . ~ . . ` ~ ~ ~v~~` . - ~ ~ " ~ ir w -
~ ~ a / l / l 1 ` ~J ~ f ~ ~ ~ ri ~ f j ~ f ~ a,. - ~k ~ ~ ~ r / ~ y, ~,,.,~~.W..W.~. ~ ,f ~ f'~ ~ `7= ~-r ^ ! / F / ' / ' / / i` l .p° _ "~g; ~ J~ ~ ~ 1 ~ f~f,,~r~ jd r f If,1 ~ f ',%i /,;i~`'~; ,i~ ~ ~ `j~~ / ~ r~ ~ a , . r ~ 6" L ~ J~ ~ ~?~;t~~ p~;i~,~A~~ ~ ~ a~~~ ~
f J ~ / a /....t~ ' ~ ~r' •pS„r M!/,~i' ~,Ly;'' /j r~ ~ , ~ . i ~ , / ~ it ~ i r / ~ , yj. - ~ ~ ~ / . ~g ~ f .i~~~ ~P,~}~ ~,i'~ I~~ j' ~ .l ' / /I. ~ f P~ i-~iy~.d'~ ~ _ ° ~ ~a~ . ~ ~ ; , - ~ ~ ~ - _v ~
"7~---zy ' ~ {/J r~{ 1 i - .?i3f ~i'~ ~:.--t--~'Ki~,~`~~ilf..~{~i 'i.' %j' ,r . J~ ~ nJ,~~,..„,; ~~?'.J.i~~j ".'J ~ ~ f d i , r ~ ~ 1 . ~ ~ r,.,,C-~ ~ r .t', t _ ~ ~ -
~ ~r~!~ r / / ~'i 7` ' r' ~ .zY~ :~c~ .~2I , ~ ~yX '~-~.t~ y'~' ~',I~~. I ~ ~ ~ ~"T ss,J. ~t, r ~ .~i . ~ , s r ~ ~A,'b~-~ r'' % ~ / , / ~ r ~ ~ r ~,w ,.~r,~ v i i` / F° ~ E ` f 1 d ;l_,~,,{~ ~ ~ . - r f fl 1 f` / ~ ~ / / ~f ~ " /'r / ~ ~ ~ ~ ~ ~ ~ ~ f~ i r~. t, ti,!"}2~r^ ~ ;1 t f j ~ f l i ~ ~ d ~ ~ ~ ~ , ~:j e . ~ ~ ,,.~uv ;u,it:
' / , " ' ~ ; +"~i ..,,!J.~~~ ~ ~~~J~ I L` i ~i /i=v' / / / i ~ ~ ~ / ~f'' ~ ~l .h-1 j ,C~ 3~~~ ~ ~ ~ ,,;5-` ` ~ ' f / / ~ ~ ,r i %t ~ ~ f ~ ! f ti_ / l / ~t j / [i~'~`~ ~ Gi I YY , ta I f~! ~ ~l" - ~ ~%n ~f . / ~y/ i J'=. !~'y'~/ - ~ / ~ , ~ - ~ ~ ,fJ v7 ~,~)^~'r ~.lt. ~ ! , , ~ ~ ~ r . . , lJ / c~" ~ t~f~ 1 ~rk, j ~ , I V,.~~f C,j. } e` ~.``i ~~J, ~s ~ 4" T ~ I ~ 4^, s""y~ ~
~ / / / ~ ~ ~ ~rt l~ / i ~ f C7` , f 1 i ~ i` n ~ % / f ~'j' ~ I ~ ~„7 I I ,~t i~' ~ i I ' r ~ ~°r ',/~t , ~ ~ ~j ~ ~'f~?~~;'?l i ~ f . ~ ~~-r~'~f~ ~ ~ %1. ~g'~? l~ / ,:xb rJ, ~ i ~ ~ i I ~ J i i % ' f~ Y r ~ I ~'-!,nti ! i i i I ' ~ ~ ,'a ~i f , ~ ~ , ~ ~ ? : ~ ' i~ ' ~ ~ ~ J 1 r-i~/ i i ~ ' :i ' ~ ~ ~,a ~l ~ ~ ~ , ~ Lt(~ . i ~3.~' ~ ~ ti~~~~,~.. S~J.fi,
/ .fi'` 1 , ~ 1 f y d I X ~ / ~ ~ N~ ~ 6.. ,j' . ~ ' ~ ~ ~ < I : ,f~ / ~ / ' ~ r: / ~ ~ ~~'C~l~.~/ / > ~ y . % ,%r~Q ~ . Ci' r ~ / , ~T7 <{; ~ , ~ , < < , X . r f g~ ~Wy ;n ~ :"a ( ~ ~ 1` i / l ~ ~ f / / i - L:/ ~ ~ /`l` / I11 ~ I h~~ 7 I ~ ~ , ~ ~,JfJ ' _ / ~ ~j J ` r, . ; / ~ t~ f fu. / ! ; ~i ~ , 1 I f'~ ~ ,f q/ ~ / ~ ~ / Lafl ~1 i 5. 44~13 ,~i; _ b.. I , , ~ G ~ tf) r+i , ~ - ~ . ~
, ~ ~ . /1 ~',,l i h. ~ ~1 i;, ~f ~/b ?~t i r - i ~j _ < / % / l.r~ `~'a ~ r~,"~; / /;~/1 ~ e' ~i l-~ i r ~ - . ~ ~ ~ ~ ~ ~ ~ ~ / , ~ ~ _ , v. ~ . ~ q ~ ~ ~ . ~ ~a~ ~ ~ , ~ ~ s;~ ~ ~ , , , ~ ~ ~ t . ~ ~ ~u~ , r~ v _ _ . . ~ 1 ~ ' . n . :i t- b7 \ ~S
t'~ ~ l / • F ~ _ ~ ~ ~ ~-r!7 1 / ~ f r ~ f i f i r ' % ~ ~ ~ f~ ~ ~ i~ / ~ G. , ~ ~C~-~'' r~'~ ~ ~lz'~9 'i?F,~;~J / '~I / ~ f ,/t/ / i / V ~ 1%~, j t~~ j ~ ~ ~ y ~ ti,t P ~l,..lu~I j ! ' i i ~ ~ ~I ~ ,u ~ v {T ~ ~ ~n 'at~ ~;fj ;j ~ ' z z ~ ~ r i ~ ' ~ i ~ ~ > 3% ; F'n _ Tr !Y'i~ i t--- . !r~ vd. C~ ~ j .~j .-s `~w" , - 4. S ~ ~S
r ~ ~ % i / i~ ! T i 1 ; z ~ 47 ~ "'1 i- s`c ~ ~F : ~ ~ • ~ ~ ~ i ~ / l~ f ~ . ; ~ ~v ~ ~ i f; r . u'~ ~ ~ ~ / ~ . I r' f ~ ~ ~ ' / ~ , G; ~ ~ ~ ~ / ~ , r s ~j' l f i ~ % i j / i' ? , ~ ~ ~ , C~ ,;r ~ ~ r~ li ~_V a P I v. _ . ~ J > > _ , ~.t7 a ~ ~ ~ y~p ~F g +t~ , t~ ~ _ ~ ~i " f s- - ~ :C } ~ ~
f i r ~ / / i,.: ~ ' / ~ / ~ G . ~r; ` ~t~~'a~ . f%~ f / f , ~ ~ ~ i ~ _ ~i e~ ;Cr y ' ~ c' l i " " ~ ~ r~ , ~ ~ ~ / '~"f i 1 / ~ 0~,° 5~~_~ ` ~ ~r; t?FVI~i ~~'_rwo_,~~:-EL; ~ ~ v~~' . ~ , ;'s'i . ~ . ~ ~ :~^y 1 1 ~C <; y i { F i ~ s , v. / r': I K~+; iR ~l ~ ~ _ _ ~
~~f S f f, j ~ . . . . . I . ' _ , Q' ~ . . . _ _ ~ - _ . _ . I ) I ~ +S, t`7, ~ I 4 _ ~
~ ~~~i . f ~ ~ ' ~ ' ~ r l .~'J ~f j / / ~ ~ ~1 f~t i t ~ ~ ~y,~"~ t: !V~ ~ ~ / U ~ r" ' ~ t' i ~ f ~l ~f i a ~ kx~,~ ~ ~ r r ~ I ~ ~ / ) ~ ~ i Z. l' ~ ~t V / ~ ~~t r 1
' ,~'~r~ f.! / '7"7°'r~ i~ ~ l~f ~//tr f~//r~ / f~'i . ~ ~i ~ ti ~ v. y ' / ~ f./ I f ~ ~t ~ ~ 1 ' ~ _ ~ ' / i / ~ ~ ~ ~ r ; i ~ . , , / i ~ s? ~ i ~ ? ~ ~ ~ Fb . ..a ~ . . . . . I ~ " " , v P ~ ( ~ ~ ~ t, o.J~.i.. i _ , - r.~.,'' ~'h~~k~~-S~L.. ~)~.)h'~E~f! I i - ~ ~ i r I ~ y " ~ , i ~ .r ~
f ~ i ~ ~ i ~ r ~ ` ` ~ / i j~ ~ ~ i ,.J ~ 'y~^'~i . ~ . ~ r i ~ ? ~ ~ i 7` / / ~F` '~,f l / i F ,~r r, =l~l.f± ~ ~ 1 y ^ _ l,, °;i ~,l /1 r`I J~_'( ~t;.f~, ~ I ~ ~ { ~ ~ 1 O U I ~ C; ~ i;~,~~i~,;P~'"*-~;1;;7~~b~P'~'~~7 ~ i~ t . ~ ~ P, ' ; r~, . '.7 ~ ~
/ j~ / ' i r' 1 / f / 1~ ~.a ~ ~ \ ~ I a'~` / r` . ! / , ~ ~ ~ 1 ? ~ - ~ rl~,~ / ~ ' l ' _ C`i .'`i ~ / / f ~r J' / ~ ' j' 1 i /r, ~ ~ j i ~ ~ ~ ; ? ~ ' ~ ' ~ ~ ~ , ~ ~ ~ ~ ! ~ ~ ~ , i / r~ i ~~J ! 'r ~ ~ ~ j ~ ~ ~ i / f x'~~ ~ ' i ~ ~ ~ 4 W ~ ~ ; . . ~ ~ N~- ~ 1 ~ ~ ~ Q ~ ~ - ' j j ' ~ ~ m ~ r; ~ 3, « 3, ~ ~ ~ , m ,i ; ~ f ,
~ it' ~ ~ ~ v r l ' t~3 % / . / ~n~~j` % ~°l' 1 ~ ~ ,7 ~ Yr ~ ~~1i j'f ~ 1` f % ~ `1 . , j'f~~ ~ `N ~ r ~ ~ - ' ~ ~ ~~3 r.~ ~ ~ ~ ~ I ~ ~ ~ g _ ~ Li 4 I 3 t~ - . , v s#` _ , E . ~ ~
, ~ ' , , / , % ~ i~, l.% ~ r , ~ i ~ ~ ` ~ ~ ~ ~ J~~ f°' J / r' , ~ i~ , ~ y ~ / 1 1 ~ ~ ; i ~ i j / i s ~ f l , ~ ~ ~ ~ r ? , s ; . ~ ~ ~ ~ G~ f~ ` I ~ i i i / ' ~ ~ ~ ~ f ~ ~ ~ r f j t~ l ' r,,~. 1 ~ 1 ~ ~ l ~ ~ I ~ d R~~ ~ ~ ' ~ S ~ ~ W ~l~ ~ ,f! ~ E ~ ~ ~ , r; ~ j i ;y ~ I , 'o
, / % ~s~ 1. ~ i. ~ ~t~ , I ~ i ~ , /<,~J %~/l~ ~ ~ ~ ~~r~/, '~,l t ~ / ~ ~ % F l ~ / . ~ ~ ~a ~ i / 4" ,S ; P~I~4~iy~ / ~ t' f j ~ % ~ ar~, ~ ~ .l / ~i ~ ~ G?~ 1 ~ v^3 r~ ~~~^y ~ ~ I ~ ~ ~ , ~ i. i ~ ~ j ~y;~ ;,y ~ W
l ~ / ' y'" f • -r" l ~ i/ ~ {T , ~ % J ~ ~ ~ / S 1 ' ~ ~ Vs' ~ 3.a , ~ i ~p'',i . / ' ~ ' ' i; . - / l . / . . r i'•~ ~ , ' 'i 'c.`:P 'w.`k `a...~a`; f~l J'~ ~ j ,t i i e c,y~ ~ . 1 ~ ~ ~ ~ ~ W ~ ~~~~~~Pr~, t ` ; , „~i, w ~ I ~ i ~ i ~ e ?~;CSi~ep~ f,r , t~i ~ ~
~ ~ ~~l~~ ~ / f~~ ~ ~ ~ ~ ~ ~ w~ ~ ~ . ~ ~ i ~ ~ , , . , ! ~ i / /`,i ' ~ ~ - ~ ~ / w: / 1 f ' ~ ~ :i ; i ~ / i ~ / I I i ~i ~ ~ i _ Mf / Sh~ ~f V J ~ t'^- 1 1 ] _ , ~ , , , ; ~ ~ ~ . . ~ ~ ~ _
; ~ w, ~ ~ ; r~, ~ , 1 , ~ ~ ' 1 ~ `r ~ ' ~l l / / / f ~ Y~'~ / ~ ' ~r1 ~ ; ~ ` i , f ~ ~ ~ e ~ ~?~r x : ~F , ~ ~ . ~ - { ~ ~ r , ~ A; , ~ ~ W ~ x: R ~ - ~ ~ xx ~
,'~i/ ~j..iy ~ ~l ~f f _ - / i ~ , ~ ~ N _ , ~ ~ ' i f` I i~, f ~ ~i ,r`?~.C. j f ~ i ~fi/~ ~ ~ , i j';~~ % / ,i ~ ~ J i ~ \ : ; ' j , ~ ~ / , ~ ! . ; ~ i ~ ~ % i i ~ i ~i - s ~ ~ ` ~r~~ '1 , ` ~ ~ ~ , ~ ~ ~
; ~ , ~ l / I ; f ' f / ~ / / ~ ~ ~,~t ~ ~ ~ i' f ~ ~ r, i i i i , - - ~ ~ ~ i~ ~ i~ ,/r / " r / ~ ~ r" ~ ~ t~~° ~ .F~ ~ ~ N t 9 li 121~It~ ~ N K ~ I 1
f~~~,~ i, ~~~f~~ 'f'~~.r f .y'~ ~T ~f~,~~,,/~:~~/ ~ ~ r , ~i~ < < '~x i'.~ / ~ ~ ~i~ ~i ~ ~ f , ~ - , ~ ~i , / , / ~ ~ ~ ,~,r_ ~~1 ~ ~ ~ , g~{; . ~ 'L~wuwnw ' ff.e ~ W fy IJ w~ xwn ~ Y G~ J ~ . W ~ ~ l~1~
~ ~ I , / i ~ / ~i`~f / 1~ ~ / f ~.YS',~`i~ / ~G~~ . 1 "~'1~ .~CiVlf ~ ~ ,r"1,f i'~ ~ ~ i f r `g' l ! ! ~ , ;',.t a. r~'~~/ ~ ,i~,~~ ~ i, f, r /i/, 'r''''~ t~? _ ~ . ~ , i I / f i > / ~ ~ .iF° li''~ ~ ~ ~ ~ yo~.src~KyAta Ra~e ~ ~k~ f„~ ~ ~ , ~ t
~ i ~ s f ~ ~ ; ; ~ ~ / , „ ~ ~ ,s~"" ~ ; ~ ~ ~,Q. ~ / ~ ~ ~ ~f~ ~ / ~ ~ r, r ~ ~ ,r`" ~ t~ f ~ f ~ y ~:~~o' ~ F , ~ f ' ~ ~ , i / ~ ' r ~j , / ' \ ~ > /fi~„ _..-s ~ .~ti . '*f t~'~~' ~ ;f' ~ ~ . : }>R.l r r~Ci~ ~ ~ ~mu~~~ G~
;,~`'~r' l d ` ~ ~ ~y' ~ ~ i l:y ~ ~ ~ ~ t; ~ ~ i ' ~~S ~ , ~ I ~ ~l % ~±'K'Jr,~ ~1 / il i / ~-7~"/~~ ~ / /`~i~ ~i ~ l'%~~ 1~ ~ .I` ` ' L~1.~_~~~ j'' I { . ,.~~3~~`~.~1,~i~ ~`~'a,:~ , l j~ ~J ' / i / t~ i t' ~ . / ~ ~ , ~ - ~ 4 ~ ! ~ ~ ~ • ~ ~ ~~~r'd ~ i ~ ° ~ ~ ~ ~i - ~ Lf}'RKi r~ t ~ ~-,r3F7rti - a ~ ~ v-. . ~ ~`C_. ~ ..?iY..:~. r 1v,~'j~ ti ~ . ` u ~ ~ ~f ~
~ r i' ~ ~ i i ` , r r ~ I`,'.,~ ~ j ` , r : ~ ~ % r ; ~ , ~ . f f / fp' L ~ ~r\ f ~ ~ j ,f f / ~~y i i'~ , i'/ r ~ 1 ~ ~i i l ~ ~ 1' r . j ~ . ~ / / ~ ~ ~ ~ . ~~i f % ~ ~ ~F-'- ' ! / l i~ ~ . ~a , ~ 5 \ 1.. ~ ~ `r~ . g ~iY''1~l ~~:...I'V~rl~~ ' ~ ~ ~ I:~. ~ a~, . ~ ~ ~ s~t~ ~ ~ ~ A ~i ~ ~ " I 4 y~ r x rn ! t ` ~i. ~w 3~ , ~ ~ _L ~ , w
. , E/' ' ~ ~i}~ , ~ : i~~ l- /l t~~" "a, , 'r ~ ~ i , Y - ~ / ,J ~f ~i',.l % /r l I i" ~ j ic 'j ~ / ~ / / ~ f~~/J ~ ~ , ~V, ~ ~ ~ , 1 .~'~r~ SC ~iZ. ~ ! / ' ! ,i ~ k" ~ / i ~ / ' , j ~ ~~F ~ ~ ~a I r ~ . , , ; ' ~ ~ . ~ ' 2`~a i~ ~ ' ~a4 sc ri. ~ i ~ ~ ~ ~ ~ I ~ ~ G, ( ~
~ ~ ~s?.~~g. ~ f'~ i~ ~1~ t",,~' / /A ; / , / i ! 1 I~{ YA~ / 11 1 { f J t / f f ~ / / ! ~ . y~ % f~ / / f ,r~ ~ 1 \ 1 y ~ ~ ..~f.' 1 / i / , f~ h ~ i ~ ~ ~ / ~ / ~ ~ 4 ~ ~ ~n r ~ ~ - ~ a, i ~ ~ ~ , V / ~ II U ~ ~r . 3 , . ~ ~~~s. ~ ~ ~n~ ~
l' ~ / J~ / ~ % / ~ / r~//~ j ~ ~i / i`~ ~ / j ~ ~ - /~j / ~ l ~/'~/J/ ~ / I / l > if / li ~ / / / / ~ ~ y~ ~J ,J ! ~ ;/i f ! / ~ ~ ~j r, ! v i~ X ~ ~ . ~ ! . . . , ~ ~ a~, y ~ ';f / _ , , ~ , ~=:I r'¢ I / I . _C'? i . , ' ;.t`~48~~~~,.~ t~~ r t~ F ~ ~ ~ _ „ j , 'r' i ,z . G. : 1 , . ~ c 1. 7 j ~ ~ _ ~ o! ~5,-G;,q t 1
` / / ~ ~ . / ~ . , ~ ~ vY,C; . ~ i , f,,~ f /f r , ~ / i ~ y ~ ~ ~ ~ ~ ~ / i / ~ ~ ~ ~ , ' % / r ~ ,r t 1' r / ,i ~ ~ . /,i ~ / ~ i ~ ~ 1 C~f~ ",f1 ~ ~ ~ ~ Prs v~ r , ,,b
1/ r r ~ / l ~ ~'J ' ' t% l ! ~ j / f ~ ~ r. ~ / ,l~ ~ ~t c,~ ~ J ! C3 % i t q~ x ~I . j ~ f ~ ~ ~ ~ / e ~ %T~ rri ii ~ , ~.~~.v ~ / ' f r ~ s r / , ' ~ / • ~ i f ~w ~ / '1 ~ ~ ~:t, ~ ~ 7.. ~ ,y Ki I ~,~a 1 ~ `'F 1 n~ ~Q -r ~i ~~fi'fP ~ ~ - ~ , , 'vJ ~ , ~ 7.., r'yi ~ .+~.1c. , `~J JGI,fi. r~ `
! / i / % / -c, ~r' ~s ~,f~' ~ f ,I ~o ~ ~ C' ~s „ J / ? ''rf i ~ 1.~f~'' ` - _ . ~r, ~ ~ ~ ~ ~ , - ~ ~ ~ , r: 4; ~ ~ ~ PH S ; ~ ~ ~ ~
J~.` f i° / i ~ r ~ 1~ ~ ~ ~ ' / ~ ~ i ~ ~ . ~ ' / i ~ Cr~~;7 . - - ti~~. .a ~ ~ ~ f ~ ~ ~ ~ ~ / v~', ~ / " / / / (~~r~' i , u,. - i f I % ~ f j~~ f~ ~ ~.~i~ , x~er'~ ^C. . ~ J ' f ~ ~ i .i ~ c~ ~ 6 . , ~ ~ . . ~
r` ! ! . f 5 ~ j ~ "j,' ~ ~ s~ I y % 1 ,~y~; ~k ~1 ~ f ! ~ ~ ~ i i , ,r ° ~ ~ ~r % ~ ~ i ~ ~ Ss;a un r/ ' / ?c ' f' ! ` l ' f l ~ ~ / ~ , 2, ~ ~ ~ a 1~~~~~t~~~~~
~ \ f ` t`~ ' ~ ` ~ _ ~ , ~I .r ~ ,r . ~ r r' I ~ / J ~ ~.1 ) ~ ~ ~ ~ . - " . ~ / , i`, ~ / f / l ,~`a~`3~/` 'rF. GqAd k ~r~-~-,~ tit , ~t~, \ ~ ' ' ~ - < ~ ~ `i1~'~
~ ~ f ~ !'~~J / J "f~l~ `-r . ~ ~i~itlilrl~ ~ ~ " ~ J" 4 ~ / 1 / ~ . ? l i n~'. . `F I ~Y~ ~v / f'~ ~'fi„~~~'`l,¢ ~ i~ / ~ ~ t P~ T? ~ r/~ . . y"Y" l . ~ F 'X f~a~ / / F f r/ ~ i Y'~"~~f" ;y ~ . i ?;r .a~', _ ,F ~ 1 ~ ~ ' ~i ~ ~ \ 1 1 ~ t ~
~ ,G/~,~ / f ~ ~j' / J ~ ~ ~ / ~E~ \ f ! I°~!J'~".. l ~ / / i' . _ ~i,. ,4k i \ I~ ~ ~
' i ~aJ~' ~/i`'/~/~% i / r ~ , ~A~~ ~ t ~ - ,v 0~ , sc. - ~ ~ / ~f J f / / ! / f+ ~ / l . i y. ~ ~'i ~Y . Y ~ ' `Y~\ / / l ~ / / ' / ~ ~ ~ ` i / / e ~ r''' n ~S'~ i ~~i'~ ~ -`F~-~in`fh~ ~ . ~'il~'sm'#}~i`i~ . ' . , ~
~ i'', l' % i ss 115.00~~ , ~j 1` I ! J ~ l / j~ , ~ ~ a / ~a . , V / i ~ . j r ' / , 1.0 //:~~fiti_ ..a~ .~k, _.i~ri`i~ i ~ ~ ~ ~ A / " \ ~ ~ / , ! II II ; ~ ~ ~
,t~ ~ r_'N u / h~ r f J X s j rG. 1 r j l 1 , , ~ ~ ~ / I ~ 1 ~ V t J ~ ~
r r,/; 1~~ f f' c~; 2. fl- h Q t , i f , / ~W - ~ r~ ' ' f , s`~,~; ~ % ; l / r`' N ~'~~`,~a. ~ i~ ~ ( , ~ ~ , ~ 5 i \ l f, . / ( I ~ .r'"
; ~ f ~ ~ ~ ~ % /,%i ~ . ` , tr~ . _ ~ X`~ 'i, - _ ~ ~ ~ ~ ° ~ ~ \ CR
1/~ A/ / ~ i ~ l , °~`v:.+:~~r~ ~ R Q~~ i~., i~'' ~ 5~~~. ,i r ~ f f ~ ~ v!'`~:"~,{)~~ `"T~JL~.~~.; L~EI',~IL ~ c`JEL ~ ~ ~ _ -
~ ~ ' "s ~ R65.~70 j ~ s%" r ~ ~ ` ~ ~ / - . ~e,~; .7 ~ ' ~ f ~r e~ ~ ~ ~ : ~ ~:1, _ , a~. , SPREADER ~ . SrE~~T~ b-91D-i:: ~ ; ..E~~~%;
~f 1~1,~ ' ~ ~ i ~ ! ~ ~ ~ ~ ' , 0' ~ ~ ~ ~ ~ ~ : ~ i / / ~ r~ ' ~ % l~ / . .5<V~ ~ ~ 1~5~~. ` PUBLIC ~ \ Sewer Collection/Ext~sion System ; ~~~~,~,~3~#~
i; ~ ~ : ~ ~ ~ ~ , , , ~ , ~ , . ~ ' ~ ' / T I i , i 'j ~ ~ ~ t~ Th Gt of Rd ' c sents ta the conn tion and extensian af the City's public aewer system as shown an Y ~
% ~ % i~ / i i r ' i ~~~r `Q ~ \ : ~ ~ ~ ~ i ~;C~J~ ~ ~ ~ rs'3 ~ ~ ~ i.? ~ ~ thq plm. The material and construciions methods used for this project shall cmtam to the City's Public~'y Uti ' Handbooks' sta dards and spaifi ions: ~p? w~ / \
~ i~ ~ ~ ~ ~ ~ ~j~r ~ ~V~ ,1 ~f`~'~~°~°' ~ ~ ~ i ~ i ~ v~ ` ~ ~ / Cit of Ralei h ' , Y 9 d. ~ ~
` ; ~i " Y / i ~ l ~ ~ ~ abr' ~~~:i ~ / j ! ~ ~ j .r ~ r ~ f ~ . t9 ? i` / f ~ . Publlc t1i#iea Departmenf` Permk ~ c-~ / \ 'U 1
. / i s~~ / 62.00' ~ \ ~ ~ , , ~ _ ~ ' f / i r % ~~.'.1~~ r 1 ~ . ! ,~,3.,-. i i / f / /~7~~.i > i , ~ ,it t., x ~ ConstructVan Approval \ ~ `
/ / 1 ~ r~1 , ~ II; ~ ~ ~ i . ~ : / ` , ~ ~ ~ ~ ~ ~r. / ;vu Date ~4~ . ~ ~
wy~/ / ~ f~ .iVd..~~i: w ~ . ~k. I / ~ Y,I ~ 1 J ~Y.; _ ! i ! ~ , . ~ . - ~ ~ ~ ~ ~ ~ ~ / ~ ~ 1 PUBUC ~ , ` ~
J % ~ ~ J ~'`~f ' ~ ~ ~ I ~ ~ I ' ~ ~ .,'.a~ t~ ~ / ' ~ J/ ~~V ~ f i / ''~'k'~'' ~ - ~1 , _ _ / ~ ~ Water Dis butian/Eztension System ~ ~ / Z Rl' Q
~ l ~ J ~ ~ ~ ~ ~ : . ~ ~ ~ ~,P~ , ~ . \ 4 ~ ~ ~ / / ~ ~ ~ P'd.,+' % ~ . , . ~~s. . f ~ '~~li /n~ fx.' 65.~~ . ~ ~ 4 . A ~ ~n i r ?j'~ f~w..L ..>,~x.r~I ,~'`v,, ,~z ~ ~ . The City of Ra~igh consents to t connectian ond e tension of the Citys puhlic water system as sho~n on f, ~ N j ~ this plan. ihe moterid md crost ctions methads u for this project shall conform to Ne City's Public t~ / - `
. ~ , f i J ~ -Y-, . ~"~a~~s.q,- ~'~'D „~s,ti ~ i / ~/rlr/ / ` Y.;'' ~ ~f l / j`~' ~ !k'" ' - ~ ~1, f ~ / i ~ ~ ~ if ,.r - . . 'A _,,i.' g .5.,. - il" and ecifiwtians: ~ ,~..J ~ Ut ~t~es Hond ~ stondads G ~ ~ ~ ~ ~ ~
' r J f / ' r % / i ~ ~ ;!x.,~ ~ l : ~ i i` ~ ~~v«~ a~~.`.. / / / 1 " /i /J~ f i ~,1,~,, ~ ~ / ~~Q ~+.~~~1_ ,!~C~ ~ ~v ~ ~ ~ City of Rddgh ~ . Public Utilties D ent Pamit ~ ~ ~ ,
~ ~F ~,/~J ~ ~!T / 1 / /l~ " / {y , ~„J . ~ 1 r`~~~ ~ f ~ j~ ~l ~~l' /~U~r3 ~~.Z4. ~gS7~. " ~ ~ Construction Appro ( ~
f ~ ~ / ~ f J I j ~ i r,~. j ~ I 1 ~i? ~ . ~ ~ ~~r t~, r r , ~ ~t~ ~ ~ ~ r ~ i i F ~ - o ` ` J Cl ~ ~ D ~ `
i., ~ ,a I / f . r r° . ~ :r~ ~ ~ ~ a i . r ~ ~ ~ , ~ ~.+J ~ 5G I ~ 'J 1 ~ i/ ii 'f ~ ra~p ) i v \ i r~ ~ ~~f ~ ~ ~ ~ ~ ~ ~ \ ~ , J ~
1'. / /~jj?~ Fs ~ _,i.. ~ ' ~ s~ \ i ~ ~l,'~~~,? ~~i ~ ~ ~ " ~ ' / ^ ~ / 4 cp . ~ ~ > V k `
, r yf~ . J' r~l~, % l~~s .a.~ ~ ~ ~ ~ ~ ~ / ~ ~ c~ ~t W ~ I~ ~
~ ~ 'f ' ~ i~ .i -r . G S on rfr ° ' ~ q ~N` / f ! r' / . , . , _ , . i S ~K? ~ I t"{ _ , , ~ N O ` O ~ ~
~ f/ ~ ` ~a ~ ~ a i ~ ~ ~ ~ ~ . ~ 1 a~„ , ~ ~ m U I
~ ' ! C~ ~ , ~ ~8 Si ~t ~ ~ O _ ~ ~ 1~.~ ~x~ ~i,C ~ ' ° I I C - Q ~ ~ . J z \ ~ .r ; , J ~ O ~ry~
1 ~ , ~ , SE ; ~ ~ ~E~ . pHA r1 :/~~(3[r~.. ~ ~ ~ t% ; 4 ~ : ~r" ~ W ~.L;U. ~~.y''~~J ~
f`C ` . ~i . 1~~~ ~ l" ~.U"~^ . . 1 ~ ~ ~ ~ - \ _ kr la F i ~ Q '4~{~ UTiLI Y INSTALLA NS AND OTH R PUBLIC ~ W-_ ~ 1 J ~ ~ C~ ` -
~ ~ ~ ~ ~ ~t ~ ~ (1 , ~ ~ ~ ~ FACILI IES, lNCLUDI SIDEWALKS A~ID HANDlCAP .J 0~ ~ -`~Wr- ~ RAMP ARE TO BE C STRUCTED ON ALL 5TREETS C > U~~
: ~ _ N t _ ~ ~G, ~ ~ ti„ .--~..,,~v~, ~ _ ~ , - ~ ~ _ - - V ~ ~J ?~.t•/,% r~,~si~`°~"::~"v`" ~ I ~J 7 ~ ~ . ~ AS SPE IED BY CITY ODE. THESE CIUTIES ~ `j
~ u ~ Q ~ h - r ~ ~ , , ~i~'`~ ~ ~ ~ ~ ,~2_-,~r~ ~ nr_~ _ EF,~ V (q Q - - ,,ti. Fl~~J`L,vIL;L? r' r., _ ~ _ , i ` e `l'~ ~ a 1i.~ << 50.00 ~ • ~ ~ F,~,~C~ ~ ~ <<~ NAVE BEE APPROVED 8 THE CITY OF ALEIGH i uui ~ 4 i ~ ptiu ~ W U
Q ~ o~ ~ ~ ~q,~~ ~ A p ~y~~ ;cF~ ; s~ Ol Q ` ~ t'4~~ ~{~3 ~ 1=.;~ '.,.t . ~ , . ~1"~ ~ ~ ~ / ; ~Z ~ ~ AND SHALL ~ SO INSTALLE UNLESS A C NGE A W ~ N ~ H . ; -
3 ~ V'. , ; , , S1 \ ~ . q; :i~ i.-~~~ M ~ ~'}~t~• 1 ~ o ~ J O ~ - IS AUTHORIZED~BE WRITTEN A ROVAL. PUBL C ~ \ 1 • ~ 4 ~,~v; \ F~~F ~,~p ~~rJ V
. / i _ y~ 1'q-~, ~ ~ r,,'~'~" ~ °;l.' ..3, v , ~ (TJ c3~ , r~ ~ ,~f . ) i ~ . a;s7 YC" ~ ' ,c:~ ~ ~ ~ ~ F r' i` j r ~ ~ ~ SANITARY SEWER ASEMENTS A TO BE RECO ED OF ; /~,r ~ / Q' • ~ ~ Y f,
~ L~~ f 1'` f~o,~ r % j ~%J~ 1~ j / % % / / j' ,~rl~ ~ ~ i ~I ~ r. , , ~ . j~ ~ , _ ~ f tt h, ~ ~ ~ ~ ~ fr~ ~/n~~j ~t~,~/~ ~ t_ ~ ~J ~ - f l j ~ i,~,t~'' .f;~: , ~ PRIOR TO FINAL A EPTANCE. E~.~;~~,'£' ~ DRAWN ~ - E _ ,a4 - S SIG~iTURE: = - DRD
~ / f~v ~4"~ 1 / / / ~ ' I ~~'~~t ' ~ i ~ UJ 7 / , ~ I ~ ~ h;. f . % a-^ ~ VJ ~y ~~s b ur a~ i " 1' ~ i 'I ~ „ j~~ , iti ~ ~u l o cr rr v i ~e.~~~" ~ r ~ ~ ~ ;~V y{k~~~ , ? ~ ~ / ' ~ t7' ~ \ - 11 6 ~,n ~ o ~ ~ t~cK~a
~ ~ ~ , / ~1 i i ~T ' ~ ~ r`' ~ ~ ~ff, y~'/' J 1'~ r' .~/r ;^a6 ~ i t' i- i~ 1~ ~ u, ~ y *5+ . i ~ I G1 x5 s Jr ~ ~ f ~ L i 5~~ t~~ A S \ j ~ ~ ~ 4 ~ \ E`~ • ~ + \ GMM IN ~~a.
a /i~/ ~ a. ~ ~.f~ ~ j ~ ~ ~ J~.../"~//~' .t-~J / / f~ • ~ I .Y } . '''il , i r j`~ l r ~yr' ~ ~ Y I Ll~ ~ ~ "f,~.T'' ~ ,rC . ~ ~ ~/F j~! / f~ i F t, U~j~''` i i' i i:~ ~ i ~,g F ~ \ G`~ i ~ 5, . . - ~ CHIEF ENGINEER ~ o` ~ , , 'C~. ~
r / % / f i` i ~ I ~ ,a l % 4 u1 ~ ~ ` l ~ , `~y' , ~ / / r' ~ ~ 1 ~ F- ~ / / ~ ` i ~I ~ f ~'t ~c ~ 7 ~ j / ~ - ~ ~ti e~ ~ / t~ i g J~ f I / ~ f ' b~r t ' ~r~ ~ M Mc~~~~~~,, a~ov~ ~ rrrtii uti~~~ \ GMM
Z jf ~J f i j I ~~6f,~; i ,.j /1 ~~j'~ r~ ' i ~~i}" ~ ~ j~ ~ ~ ~ i~ / i , i i~ ~ _ ~ ~ r ~ ~ , ~ i :t ~ CJ ~ ~ljrJ", '~~~E~,~.~/!c>~4t~.~rt~~.~~:1~~ ,t~~,z \ v °`f,~~i.3'J~ ~i."~~~ ~1 ''s~~ ~ ~i=~ ~ PUBLiC UTIUTIES ~ ~ ~ \ START DATE
~ ' ~ : ~ ; ~r ~ ; b _ ~ ~ _ . ~ , , / ~ _ . . _ ~ ~ , f % ~-y~3 , ~ 1` f ! J~~ ~~t'' ~ i ~~~f' ~ ~~~TJU-~ : ~'f~' ~ ~ ' d"~"~J~7~,~V ~~i ' ~`I,"r1s i ",,~.4`:~ ~3~~ ~p ~ ~ Rk. ~ ~ ~t`~' ~;~~~'„q,;=, TRAFFIC ENGINEER ~
\ ' ~ J ~ f ~1 ~ f - ~ ~ ~ \ 1 ,.fi S~r/~ f j • / ~ ~ ~ ~i' , ~ `~i l i F ~rJ, . ~ 1~ $ ~ _ ~ v ~ ~ ~ ~ ~ ~ JOB CODE ~ , _ ~ ~ ~s
i W ~f ~ J . ~ f i ~ ~ ~ i i~ / ~ 1~~ ~ . ~ ~ ~ V~~ ~ f i ~ Z'' ~ J ? - ~ f~ r / f" I i~ Y / l / f ,Lb.s~l)-a - ,~~a ~ _ ,c 5,~1~ - l ~i t ~ i ~ , ;yti ~ t~~~ ~ i;~~"" ~ ~ - ~ ~ ~~a~ ,a~ . ~ CONSERVAT10N ENGINEER ~ ~
H ' . ~ - ~ ~ 7 ~ Yf :'av` ~i1~J ,,b.~i` ~r, ~ ~ ~ . r: ~ ~ ~ GRA~HIC SCALE , «w ~ ~
. , ~i / . , r . _ . d . , . . _ % ~ ~a . iI~- ,.a~'~'~~'~~ .,~1 ~ ~ ~ ~ _ . \ ~ naeurin~~
R LLJ Q , _ -
L ~ x s ~ k. , . C) ~ C•~ ~ r I r . LL- .R':" No.
~ 'r3 1
~ ~ ~ ' kf ~ ~ IN FEET ) C - 3 A
~ ~ 1 inch = 60 ft.
C C -
Q7 r-i CID
Lci

,
f~ . ~ f ; ~ ^ l ,.f,~ ~ ,f /F . ~ X ~ ~ f ~i,rp+~" / r ~ / I' _~'~l : y ' ~ ~ e '~j ~ q.` ~ . 5~.z " V.~.~.s.~;: F~ ~ ~,r f rJ i . ~ ' f f :p ~ { 1 ~T ~ / r g5 1 5 '^6.e_~. x.< ..~.~.s.~;~t_ ~.:~.:~r,.~a:~1.. , b~~; ~.a2 ~~'~EL..,.~.~ .k~~ Xy ~~z.~~;, tr'C??"` n ~'7~~ s s ~s~-. ~~r r..~~ :v~"~ ~ .z ..v+ci1 . ~„a..~~.. ~ ~5~~{?, w~''"~~ . 5~.1 ±`k~~ ~ v; w Y , :S _ t_<::~:ti.~~
f / f , ~ t / / ~ e l / T f ~ ~ rf ! / ,7 / f f E f t ~ ` / / f ~ j f / / % / / / ~ ~t I'`~/ / / ' ' ~ / ~ ~ / r ! I ~ ~ SQ' ~ ~ ,i f 1 / ~ / f f~~ / - ~ ~ 1U~'J ~ F y` ~ ~ ~ ~ / F II ~ U
~''~f ' f i ~ r ~ ~ f ' , ~ , %1; 1 p ~ , 5 r ' r' ~~i r' ~ J / ! , . /r ~ f r` , ?,r " f` ' ~f ,j ` j` k'J+,, ~ ~ , J , ~ ,~p, , i ' r f j~ ~ . r ~ / ~ f~ ~ ~ ~ f ' r`,{ / ~ ~ ~ ~ ~ ;i, ~i~r`~ ~ 12 W/L J x~ _.l
s, r% f' !A~~V''F,'4~~~ / f/~' ~ '/r,. / f Jtrffr ~t ~ ~ 6 ~ s~~t: j ~ t'' ` i / ig~~ / / i ~ / f ~ / f',~` ~ r` ,t / ~ i ~ , ~ . / ~ ~ / `~~`f / ? ' / ' f~ % ~ r 1 ;d"' t , ~ J~ ! r ` ~ Y~~f. ~ ~ I~ y0~" ~'f~., , ,~a v ~ ~ , e . 'w ~ ~ ~ ~ ~ N N
~e ! ` ~i~ A~' r ,~~r~ f I'~ y ; r .~'r ~ / ~ r' i sd7 k~~ fl.o / / p / f { ! I ' ~1 ` / F~ ~ i f ~ l rt` ~ t7 / / % ' c.~` / J~s ~ , / / f/ / f l '~1 ~ 1 , f' ,f r~ ' % /?°j 0+~ cn 5~ . ~
~r ~ / ~ ~ , l l 6 r ~ ~ = n ' / / f' ' / ~ % / ~ r'`" ! / r , ~ f ~/~f f , ,j , f~ ~ f ',4 ~ ; ~ ' % ~ r' ~ ' i' ~ ~ Y~ - ~ 1 ~ ~ 0~' v~ ~ i~/, r~ f ~ k~ ` / / . 1 ' ~ ` / ~ f - J ~`r 1~,f f ~ i 1 ~ ! ~ / ~ 1 r r~ ~ j i ~ / ~ ~ t f` ~ ~ ' ~ ~ F ~ r'~~ ~ '.4. / o~ ` / f ~ ~f ' ~ ` l~l , % S~ ~ ,~f ,f ~ ~0, ,.'~y' - sill. " ~'~~~'/-'f1~ " ~ i ~ , f ~ . K,. n C U i~,' i~`/,~, i;~l'1 /~y'•'~`,.: ~e y> ~ , _ . y ' . ~ [ 'L. x ~.,~,/~~f / : ~ '~~~a ~ ' o 0 4-- a
~ f / ! ~ ~ a ~Y ~ j` ! f 1 , ~ ~ ` / r . / / / / r~ w' ~S," l r ~ / ~~v ,i/~>~, rf/ „ J~ / / I /r /J/ ~ ~ r` f J ; / ~ ' ' ~ ~ r` ~ f y : .ir/.: ~ ~ r ?l J / /f~^} r , , ~,~;C, ,~I r ~ ~ f! ~ r ~ ~~~r ~ , r/„~.. , \ ~ ~ ..~t ~ , ~ ~ ~ ` N - o ~ 2a PR{VA STQRM ~l ~ t a_ a~ ~ ~ ~ i, K p~ ~ = O
~ 'j ' ~ ~ ~ ~ ~ / ! ;2J ~~J f ,i/ ` / ~ ! ~ f ~ / .rl l 1 ~ ~ I'~' j ! y~~ j / ~ ~ ~ 1 ~ vy l y~p t F~ ~ l~ f ~ / f l f~Y ~ f ~ / 7~ ~ ( / f / ~ i ~ f f 'd „S~y~ ~ ~ u / ~ i ! ' j'~ / /`r ~'f/ ' ~ j l ~ f~ 1~'~; ~ r 9j~s ~ ~ / ~ DRAIN, EI~fENT ~ ° ~ ~ ~ ~ ~ 0 ~ Z3 = p) 99 ~ a' ~ ' _ CO h
~ ~ l . ~f ~ ~ f I ~ ' ~ I ' f D~ ay` r~ ~ ~ f ~ ~ ~ ~ f : ~ ; " ' l ,f ' ~ f~ ~ l, i t' l~ ~ I ' / s~~~ t ~ ~ J I f,~ ~ ~ u, ~r ~ 1 y;~ ~ ~ ~i ~t! i ~ f'~ F ~ ' ,j` f' I` f t f ' f•' i i' / S~ ~ / y` / ~,,X~ ~ ~ i / ~ f ! ~ i~ ' ,J~ f~ .F f ^I ~~i. ~ ~ " I ~ ~ ~o C ~ i~ N 0~ 1 4 sq ft. p x, 'I ~ ~~l N ~ U o N N t~
' yy: , - ~ W' ~ / ~ fI~J> ~ ; ' j ''f~ , f'~; ` ~ , . J I',, /r,! ' / . ' i r~ Q' .,x„t. J f / i ? ~ / ~ ~ ~ ! / ~ 1~ ~ i % f ~ ~ ~ ~ 5 . i / ~ J 1 t ~ j g ~ ~ ~ 11 il 5~~ ( ~ r ~o~ `0. 0 ~ o „ `m ~n ~ ~ 1~C ~n ~ ~ U I I ~ ~'o~ 5`~ ~ ~ , ~ 6,783 sq-ft- ~ ~ ~ ~s Z I~ co
- ; ~ f J ,pc f/ I ' ~ r 1 ~ ` ~ i r~,,`~ f~ j!'~ f `f~' f t~~ , ~ ~ f ~ (~j~ r~.~ :,~J,/ / / / / I 1 ~ / ~ ! , s~t<; . P l~ / 1 J J~ l / I ! 1 ~ l' 'v k.+. / ~ 'J 7',Y ~ rs~.y~ ~ s o ~ ~ ~I I o S< ~Q N~
? l r i s l ? / 1'~~ / ~F y~ ~ ~ ~ / nS~ ~ r ' 6 ~ ~~~,"~~~f~ , .t' f ~ , ~ f f l. : f ~ ~ , ' / . +,„i / ~ / ~Y 1 5 ' ~ . N ? ~ f ~r ~ r `i j~. i~ ''r';`~'i r i ~ ~ f/f `f : ~ o cs IOC ,,c;,~ ~ , , , i ~ ~ / F' r `~5'" f ~ ~ ~ 5,423 °o~ ~ ~ ~368 ~ Q ~ ~td-ao 100 ~ ti s I o~
~ 1~,, ~ ~f~ ` f ~ ' / . ,~t ~ ~ ~ ~ ~4 ~ / ~c~ ~ / % / t~' ~f f ~ 1 I' ~ / ~ , / ? ` f ! j ! ~r~t ~ ~ ~ ~ ay ff ft. ~ o~ ° 105 ~a 9.ft ~ ~ 5,423 sq. t~ 102 N ~ ~ ~ ~ r~ - rn o~ ~ , co 5,9C3 sq.ft. ~ a~ o,-
f~ ~ 1r /jj j/' '~~'J f '~\j l~~ r ,'rfl- ; ~ N ~ ~ 1 ~ 6 ~ ~ ~ ~ ~ ~ / / l ' ~ ~ ~ ~ , r / ; ~ / r . o~ g ~ ~ ~ o~ ~ i I ~ j f / ~ r"' ' i ~ ~I ~ ~ ~ ~ r a. ~l~ ~ 5~' s, o~ ~ ~ ; ~ 1 f f , /'~F,~,~~ I~ i` /`,E ~ , ~ , o / ~ r' ~ti. 1 ~ ~I ~ ~ ~,z~z sg ft ~ ~ ~ ~ PHASE _ ~ ~ ~ - ~r ~ s, ~
t I , " l` ~ / < i ~ ,,i`~ ~ ,f a ~ ' r , CJ g~ q- . y ~ / / • , ' / r', P~ ~ ~ ~ e ,l ~ 5~ 4 ~ ~ w
' ~ / ~ ! / ~ 0 . ~ ~ ~ 1 \ ~ ~ < r, ~ ; % ' /:~i ~ . . f` r ~°4,~,' / ~ 07 0~ ~~rj ~ % l ~ ~ ~ , : / / , ,r ~ ~ f " ; ~ f'~ : ~ ~ ~~V= ~ -i-1 a__ 7~
r ! ' ' ~ ~ _ ~ ~ / r / ~ ~ f: 'r ~ ~ ~ / / ~ ~ f,/~. ~ ~ / ~ / ' j f 6~ i~'! ~ 1 , ,r' % . ~ / C~ . 1~~ ~ ~ ~ ' 8 ~i~P _ 1~ ~ , NV 219.50 U
. / ~~i. i / ~j ~ Qf' ~f ~f f ~f ~ F~ / i . / /l / ~ / , i f ~I ~ r J ~`'JJ< / / / i ~ I l r ~ ~ f~ Y N ~ ~ ~i / l lk ! I / E.I i i i,/ N Q / ~ ~ ~ ! / ~ ~ ~ ~ ! ~ r 9 ~.y,,;~ ~ , 5 " i ~;~i ~ ~ l. 4 n 9~ II U 1 ~
° 1 , 1 y 1` / f~; ' / ' rf % ~l ~ l~ ' ~ 4 5 q. f r` ~ J ~ ! / f 1 ,/r` ~ ' i` i j '~r~' ~ .C;, r" ;r+~+ :t~ ' ~"i $ ~ ~
i/ l~ i ~ ~ / , / f ` e d f ~,~,i x'y~4- er ~ ~ / f 1~ r` ~ ~ ~ J ~J r ,'~~~Q ~ _ ,-z / r ? ~ N , .rr•sr ~ x*~'Y~ \ ~ ~ ~ I ~ I
/ / f` 1' 1 ~ j ;1 %j '~j ,t. d l ~`ir r`' t' % r~ ~ , x ~ ~ ; ~ - . ~.~.u P , ~ 1~ ie ! ~ ~ . ; ~ ;a
j ,.r ~ ~ ~ ' , ~ ° ~ z~5~ ~ % f``~`,a'' , ~ ; ' . ~ ~ P ~ : / ~ ~ ~ i 'rrL~ / i S~s x, f ~ 1 ~ ~ / ~ J i° / ~ r` f , ~ / ,v , ~ ! % 4 . 2~ `p ` , • , . i ~ / ~ ~ Y , ~ ~ ~ / ~ ~ '9
, 1 ~ % r f ,l~j~' / i ' ~ - . ~ ~ ' 1 / r . . ~ ".7 a ~ K~ ~ ! f 1 / f .i ~ % , '4 ~ ,A.~'"'~~ ' ' f ~ ? ' ~ ~ ~ f " ~ I ~
~ r~ / ~ 5,Q`,~ / ~ ~ % _ Sa~ , r t j'' f> ; ' ~ ~ ~ ~ 1~8 ~t~ i~" , ~''~1 r ~ ~ i ! ~~~"M ~~;~W~°°s{~ I
r , J , r~,~~ .i /rr~f,! ~ , , r ~ 0 ~ g~ ~{f<~ sa~ . .f f !i l' ~ i ! ! ~ IJ J l ! ~ 7th' ~O a~ / ~i ~ ~ ~,~F,~ / % ~ ~~E ~,,a . _.Y--- , 'r~ , ~~E~~`~ ~u;s~~~-;;u ~ ~ .
1 ~ ~ , , , / i ~ ~ ~ ~,g~ ~ ~i , , / f;, , ; ~ ~ ~ ~ ~ ~ ' ~ ~ f ; ~ ~ ~ ~l ~ 'I ~ ~ f ~ r , Q} ~ ~ ` ~4 ~ ~
,/~j ' ' f f / ~ f ,,l 1 l r' ' i f ~ ~ , 'r ~ s / ~ 1 / / ~ ~ f J ~ , r~ ~ ~ ; , , ~ P ~ ~
~ ~ ~ ~ ~ ~ , ~ ~ ~ TO ~ ~1 ' f' 1/ i f ~ r ~f! f Q ~ `pe ~ ~ e ~ ~ ( ~ ~ /
~ ~ /'f f f r~,r` ' ~ , ~ / , . ~ \ ` 5 9 ~ i ~ , ~ ~ / f ~ ~ ~ F t 1~ ~ ~ ~ ~ ~ , ~ ; LOT Ff ~ , - ~ . , P ~ f ~ 1 , ~ 6 q. f ~ / ~ ~ ~ L~ ~ Y ` ~
~ / 1`,/ r r / , ~ % 1 f tk ~ „ 5 ~~~~y,~.~ 1~~ ~ ~ , , Q ~ q. ~a, ~,v ~,P"~~~.1 F` : 7 J' i ~ ' f /l'~ j' + ` ~ l ~t ~`l / ~ , , C ~ 1 ~ ~ Y
. ~ ~ / ~ J C E' f ~i P d ~ ~ / ~ ~ ~ ~ ~ ~ ; f ~ t ' / ~ , r f / ~ r~ ~ . a~ / i" , f f / , ~ / . / ~ r~, 1 , 1 ~ ~ ~i -
%~'~~/i'`,` j l{ / j '%4~ f f/ ~ ~ nG ~ F` ~ / ~ ~ ~ / ~ ~ ~ ~ ~ ~ Y E~~ ~ ~ / / f , 1 ~ . / : A f / / ~ ~'0 ' i` ~ / ~ 5 \ \ ~ ~0 \
J r1~ : l l ` ~ ' f ,r fs ' t / / ~ r r` r r! , f ~ r / / ~f~' / v ~ ~ ~t. ^ } ~ ~ ~ , ~
J' r ~'r ~ I r~, ~ ~ ~`j . N SA~ ~ ~ , ~ ; , ~ /,a • ~ ~ ~ 48 5~ ~ ~ ~'L. ' / ~ /i / , j % % ~ ~ c ~ "I 1 sa~ r: ~ ~ / „~t f l %j ~ i ~ ~ ~ ~ sa~~ ~ 1 , ~ ~ z ~ \ ~
?r ~J+ ~ ~ ~ lf f( / ? ~ ! ~ !p}' i f ~ ~ (~g I} ';"`S~~ f / ; ~f ~ ~ / ! f / I~ / ~ ls f!`r~ f' ,l ~ 'J' 8 ~N ~i~ \t. , ~ ~ ~ Q 12 ;ti ~ ~~a
1 f s ~ ~ ~ /s :f~'.~ ~ ~ ~ ~ Q~ ti ,~~~s , , ~ 1 ~2,~ ~ ~ a 5 , ~ ~t a ~ J ~5 ~ \ ~ ~
~ • ~ f ~ ~',~5~' l' / ' ' ~ ~ ~ ,s ~l % ~ r : ~ ~ P ` °~~~v` ~ 150 D~ tii. ~a~ ~ . ~ j/ A f,/ 1~~r'~/ ~ / l / f l ~ ~ r-~~ ~ q' ~ f.r'` /j ~ /~/v.; r i / , ~i P~° ~ 6,~..L s .ft. S ~ ~ l . i ~ ~ ~ ~ +'I (~~'AQL~ q ~Q ~ ~ ~ ~ 1~~~ ~ \ ~ ~ ~ ~ i ~ 1
/ / / ~ 200 ~v ~ / ~ ~ ~ / ;f 'j ~ ~~,r l/ ~ '`~r'~~`~`~~` f ? ,A~p~ ~ ; ~ n#~r~ 7 4 a~ 5~ ti~ c9 1 ~ ~ N \ \
~ i /l ,r r~r`~,~" ~5 X~ ~ ~ ~ r / ~ ~ ,8 3 sq. ~t ~ ~ ~~A. 2 ; ~ ` i / ei,/ 1`~ ( ~ ~ ,r'/~~ ~ / / / `y~~ / t ~ ~ 151 ~ Sq. ~ ~ ~ ~ z ~ . ~ sa~ C~ ~ 1 ~
i f's ~ ~ ~ / 3 ~ 0 ~,/t~ ~,/,r. f,r 1'f i ~ s4 ~,698 sq.ft ( ~3 ,f r J~ / f f ~ i 'd ~ o ~ e, "J o ~ \ ; ~ O0 . ~ ,n \ - c.~
/ . / ~ / ° ~1 f i / ~ 4 ~ ~ j ~ ~ i ~ . ~ ~ ~ ~ ~ ~ ~ z / W z ~ ~ \ t,.
r l~ ~'~'n~l r~ ` s ° f ~ . ~ x ~ I ~ r ~ 199 ~fi ~ ~ 1 ~ <t ~ 1 ~
~ ~ ,r` ? ~ 7 14 ~ / ~ , /1 , 3 sq.ft. ~ 1 1 1 ~ _
~ , ~ ~ u, ' ~ a~~~ ~2 ~ t~ ~ 198 ~ 5 1 f~• s. _ ~ ~ - ~ 3 I~TILlTY INST LLATIONS AND OTHEft PUBUC
~ ~ ~ ~~0 A~ ~ 1 ~ G,~ ~ 1 5 V ~ ~ ~r 7,159 sq.it. ° "~L~a 'f5 5q~ ~ ~ ~ - ~ ; W { I F CILITIES IN UDING SIDEWALKS AND HANDICAP , W ~
C~ ~ ~ c;~ 5, k,.. E 1 - ~ , , \ AS ~ 9 PH ; I ~ , . ~ ~ ~ - ~ ~ 5 ~ W 1 ~ g ;24 ~ R PS ARE TO E CONSTRUCTED ON ALL STREETS . ~ ~ ~T ~ Q
~ ~ ~ ~ 6, ~ ~'~i„; . ' , ~ ,-r ~ , 6 A P IFIED BY~ Y CODE. THESE FA I ITI V I- ,05o sq.tt. S EC C L ES ~ ~
~ '~ij ~fl (Va ~ ~ `~v ' HAV N APPROV Y TH IT F EC ~ BEE ~D B E C Y Q RALEIGN ~ ~ i a W \ AND SI~LL BE SO INS~ALLED UNLESS A CHANGE _
~ ~ ~ ~ ~ ~ ~ ~ _^--._~~-^~„V i ~ ~ Q" - N ~ 1 ~ ` 5Q ~~y IS AUTNO IZED BE WRIT N APPROVAL, PUB IC 1Y ~ ~ ~ L~
lp 4j V ~ 20' PRIVATE STORM-'~ ~ ~ G ; Q O h , ~a ~ 2 \ ~ , ~ DRAI ~ o r„ ~ g ~ ` \ SANITARY ~~WER EASEMEN~S ARE TO BE RECORDED ~
V y.r o , N. E/~`iEME ~ ~ ~~t. 5~ Q~ 50.00 ~j ~ ~ ~ 197 ~ ° ~ ~ 7a- ~0 ;u, 4 ~ ~ b, . h sa. f~. 60 5~"~ ~e ~ W ~ 5Q ~ ~PRIOR TO F! ~L ACCEPTANGE~ ~
Q'~'Q 7,159 s .ft. ~ 56 ~ , q ~ / ~1P ti ~ ~ 5~ 51GNATURE: 5, \ \ \ \ Q
~ ;f R~ v , , , ~ a, ~ Q ~P~ ,I~ i, , . _ ~ % 174 a ' ~ ~ / i` I ~ i . i ~ / ~ r' / ' ' ~ ' ~ + 2 \ ~ r~'` ~ . ~ "~ff ~ f'.r /i i~~~ ~2 Sq,f~. ~ ~s,~ \ \ ~ ~ / \ \ ~
! ~ 6' ,~C', ~ ; ~ J r " ~ ` k' f'" , ~ ~ 7,~- Q ~ ~ , f" , c~r~ r r , ~ ~ ~ f'~ :1 i ~ ~ ' ~ U"'~ ~ @ i~ - ~ j ,~v ~ti. ~ CHIEF ~NGINEER ~
~ ~ ~ r t , . ~ I~ a' 1 A ~ / ~ / ~ f' RI~At i ~ ~ ~ m~ ~ ~ / ~ ~ , ; ; ~ ~ , 5 ~ ~ ~ s ~ ; ~ ~ ~ ~ ~ ~ W ~ ~
~ 1' ,d ~ t ~i ! ~ ~r~/~ ~ " ' i ~o ~ ~ ~ (~k~ / ~a ' / ! j' C~~ r / ~ NV i ~ / Jl ~ 0~ ~ u e r~ i ' ~ ~ f , 1 N ~ ~ ~ t- ~ ~ ~ ~ ! \ ~G~~~l f / /%j ~ / ~ V ~ ~U) i~ ~ PUBLIC UTI~TIES ~ ~ ~ CI~
. f/r,~cOfi~ ` / ~~i~! ~ ` / t~ ' f i` ~J/` /~'C"'w i~ j / ~ i ~ / ~ ~ ~ _ ~ / / ~ / / ~ ~ f . / r / / ~ ~ ~ . / % /r ~ f / ! / .PV ,(T ~ J r`y ~ j / , c ~ ~ \ ~ ~a ~ ~ ~ ~ ~
` % / i / ~ l i r ~'`r ~ / / ' ~ ~/r°v or j / ~ Q' I _ - / / ~ ' ~ ~ / ' /p f i i` / i ~ , ' / ~ i ~ _ . ~ i,, rr,. ! / ' ~7 i f ! ~ ~ ~i i ,~,r 1 ~M~ ~ % / i ~ y, ~ TRAFFIC ENGINE~R ~ ~ ~r,,
~r , ~~rr % ~~~~'/~~~~~~i , ~ / \ . ~ / ~ ! / ~ . ! lLY / ` }._.p i ~Tl ,5f1 F~. ~ ,4r, ~ % ` ! ~ i % ~ i ~I A1.~ ~ 1 ~ q' y \ ~4 \ ~ - ~ .4~ AIC
/ ~ 5 ~ ~i ~ i .~0,~ ~ P 'f6 ~ ~ ; ' ~ f/ ~ f ~ ~ i ~t~ ~GM' , o J5 , 6~ \ f`i F r i!/% ~ i' , G f. ~ , f, !r f' / ' ~ , J / , i / ~ CP A ~ ~ CQNSERVATIQ~! ENGII`~LER ~ ~ \ S - \ ~ 1l_. ~
, f r , " , . ;'~1,D~., ,~~df,' 6,871 sq t ' f i ,1 ~ 1 ~ ~ f r ~ / f i ~c ~ 'Y_ ~ ~ ~
~ f f/ i /r f F' I % ~ r,~ p r ~ ~ ~'l, ~ ~i / f, ~l,' ~ ~ ~ ~p ~ t~,'`" l ~ ~~f, ~ ~ ~ ~ ~ i "~~F~. , ~ / ~ / ~ ~ ~ _ _ o,~ . . . ~ h~ ~1,~G ~ ~ P~~ ~ ~ ~ ~ ~ ~ ~
;r^ ' ~ _ 96 5.~+~"~ . P~ i ~'f' \ \ \ 4 ~ /
~ . ' ` ~ ~ - f' ~ - _ 6, ~ r'~'~ , ~ . . ' q, `f i ' ~ , ~G/ ~a ~ ~ ~ ~
: . u ~ ~ , ~ ~ i ~ vF~~~~, 1~ \ ~ ~ ~ ~
~ r 1 ~ ' f 156 ~ ~ r~ f' ~ ~ , ~ ` i ~ _ _ ,2 . / e ~'j ,,~,q ~.ft. 1~` ry ~ ~v% \ Y~ ~ \ \ ~ % ~ ~ ~ ~ ~ PUBUC
; , ~ ~ ' f ~ ~ ; ~ ~ . . i'', s ,i/ f r ~ ` . ~ ~a ~ ~ i ~ j , / / ' ~ / ~ / i Lc _ _ ! f ' / J f F f 1/ I / i / . ~ ' % i \ ~ / ~jNer CoNection/Eztensio System ~ e ~ \
t/ ° r 1/ r/ l' i ~ 1]] F~: f~ J F ! j ' . ~ ~ f ~ , ~ ! ~ / ~ ~ ~i / , r i l ~ / ,r~'. l~ ~ / 1 ~G: The City of Raleigh consents to the connection~a nd extmslon of the Ci X's public sewer systan s shown on r, „ Q ~ lhis plan. The materia~ and constroctions methdds used for this project 3ka11 confomt to the C~ys Public
~ ' / If %r / ~ ' i 1~? 6~050 S . ~ f!'~'~ / ~i'/fi~' ~ ` f~ ~ i ~ / ~ _ qft c=~/ ~ r ,r~ ~ ~ f r / ~ ~ ! / / l~ . i / ~ / / / ~ 5,961 ~C,.'.. fi*~ _ 5qF , Utlities Hondbooks' stondrnds and specificationx ~ f. e~`` ~
~ l / J / I ~A ~ ~ ~ i ! , ' / ~ / f ' / / ' • ~ 6 =~/0~~' / J f~l~ i~ ~ i ~j~Q. ~O C` Cit of Ralei h ' ~t ; ~j r e ~ q J ~ PuWic Utillties Department Permit ~
, ,i / ~ , ; , ; , , ~ ~ i , ~ I ¢ / / ; ` ~ : 'i /'/~i ~ % ' ; ~ ' ~ f I ~ ~52 ~ r~~ 'i` i / ~ 5 JP~ ~ / ~ ~ ~ Q~ a. ~ Constructian Approval
' ~ ~ ~ f i . / f~ ~t`f / ~ ~ `0' ~ / ~"'J I ~ J j i ~ ~ ~ ~ , ~ / ' i ~ ,J / Y" ~ : ! ;f J" ~ ~~ti ~ ~ ~~d-i ~/A•~ % ~ ~ i ~ / d' . ~+J~ , ~ t ,"b ~ f l T ~ ~ l ' ~
i' r~ ~ , i 95 i` ~ i ~l ~ ~ 7~ i ~ ~r-f / / ' i w- ~ ,r / ~ ! ' ` . _ ~i ~I ~ , R F ' ~.y 'O~~ / / ~ / / ~ / ' ~ I ~ _ _ ~ . ~ ~ 'J~~~'~ ~l ~ l ~ ~ ~ i~ 1~i r~ r,~ ~ ~ m / u5; ~ ,p~ / i@ Q Oate ~ ~ ~ ~ ~ , / ~ 1
~ i /~,c J / ~i i i ~ ~ / . ~ - ~ ' J f ~ ~ 1 M/ ~ ~ ~ / ~ " _ l~ je ~ ~Ii~ ~ ~ _ PUBLIC ~ ~ ` ~ ~ Water Dlstribution~Exte aion System
i' ~f~':" 1 " / / ~ ~ r~`i /i ^ / ~ ~ ~k~.' ~'t~i~ ~3~ i i i ~ f i~i / ~r ~ /1~ i ~ ~ - r~ ~r{~'~ ~=l~q c / i ~'i /1,'~~; l~j~/~ ~%~1 `i 15~ 6,U~~ ~ ~.I ~~.,r~f5 p1 ~ i ? ~ ~ 5a ~ The City af Ralefgh consents ta the connection and extenslon of e C{ty's publlc water ~system as shown an
,_,,o f r j~~ y~i r~% ~ I ~ ~.a r~ 2 ; , ~ _ ~ _ f 6, ~ ; / - , '~1 sa.f~. I ;y~ ; 2~ ~ s this plan. The material and constructiona melhods used fa this ~roject shalf confam tA the City's Public ~ 6 ~ UHitia Handbooks' standards and specifications ~ ~r.
' ~ ~'~i ,,wr / j / % ` Jr.i . : ~ t~ l ;~t. i % ~ ~ / ~ ~ 1 ~ A \ City of Raldgh ~
j ~ ~ ,~i J t x ; ~ _ H t. N : s,~_: ~ / , ; ;r ~ ; . ~1SE ~ 1 ~ ~ , ~ ~ ~ ~ , 1 .~~c~ ' i ' ; ' ~l' , - ~ a~ ~ ' ~ ~ r tA Puhlic Uhliities Oeportmant Permit # 1 ~
~'l` % ~ / Jn ~ i~/~ ~ ~ - 5 _160 ~ ~ r~~ q ~ i ` _ ~ _ l ; ~ r / ~ ~ ~ W c~ r ~T ~ ~ ~ - . _ ~ ~~s ~ i ~ ~ Construction Ap roval ~ ~'a~. c~,~, P ~ ~C I
~ . i r ~ ~ ~ , ~ ~'h• ~ , ~ r, ~ . ~ . ~ / ~ f~ ~ f ;~f i~ ~ r~ ~.i . i _ ' _ ~ U ~ ° f ' Dote ~ 6~,~5 ~ ~ ~ ~ ~ ~ 30 t . ~
fj / ~`r~/% i/, , ~ - i c~ < ~ / , 1 Op" 6~~..J . ~ - ~ Q t. ~a"t ;1-,~: ~ i + ' ~ ~ 8 r ~ ' ,502 y~v ~ ~ i S~`' Z
' % / i ~ f i l~ . . ~n' , a ~ (P ' i : ~/r' • ~ Z . ~93 i ' ~ ~00 ~ ~ ~//'f f _ ~,830 s .ft. ~ ~ I v ~ '~0 ~ ~ 0.0 p y ~ ~ \ ~ ~ o
~ / ~ , > ~ ~f d ~ q ~ t~ i ',/,i l,/~ i' ~ ~~5 s .ft. ~ ~ 0 o.o _ \ ~c~ ~ u~ ~ -J a 2,~
f~;~ l ~ / ~ f ~ f f ~ ~ ~ ~ T ~ I , f ~ ' ,r ' r` ' f j~' ;'t~ ~ / ' ~!~l~J ' ~ /~E/~ ! i' i' ~ f ~ ~ ~ ~ '~'dI ~ ~ ~ A ~ N "~TF
~ ~F~ ~f'~ ~ J ~~f s~ ~f ~ , ~ ~ r , ~ _ _ . ~ ~o~ ~ ~ , ~ \ ST~ A ~ ,p~
~ ~ ~ ~ ~ ~ ~ ; ~ ~i , U.oo--~ ~F / % ' , ,/r / ~ ~ , \ e~°~~ ;~c°1`,a.;s ~ ~ ,t~ ~ A ~ . ~s~~ ~~~i~ U
/ , ~ ~ ~ ~ ! I ; , ~ , ~ / / ~ , ~ ~ , f~-__~~_,.~ 0 r S9 ~ ~~~~~',_r e3-~t~'~~
. ~ ' , , 1 ~ ~s~ ~ , ~ ` ' 8 W/L ~C 1 J I~ n F -y ~ ~ ~ f Q (n CO ~ ~ x ~
i ~ f~ ~.m.~ ...,.,.,.~..a,.~».~ `•i: ~ j ~ , r . ~ ~ ~ . ' ' ~ ~A p ~ i ~ ~ W ~
' ~"°"~°°~m I ~ I ; i / , / ' ~ , r f . ~ . ~ / ' ' , . _ . / f f ~ ~ l ~ / ~ ~ ~ I ~ ~ ~ ~ W ~f~~- % ~ z~
f' `f ~ r' l ~ ~ f T ~ ~ f,~ 4 y~~~,,~ ^ ~ ! ~ ~ ~ ' ~ Yu':?' ""~...,-~s ~ J--~-- , { i' / k \ r""'''~"7y ' I ~ a~~, ~ ~ ~ N o ~ s ft. ~ ~ ~ ~ , ,~o~ ~~a ~ ~ ~ ~ ~
~ij'/~ ~ ~ 'f; , - ,25.00' ~ \ l rr t~~,` ~ ~ ~ / r ' , ~ z~- ~ 1 ~ ~ ~ m ~ ~ ~ 1 ,5 ; / ~ z~
~.~~f. `%f! / / f~~i /r'~f .~a ...~u ` ,r r , / ~ j , ,-~1 LLJ ~ / , j i ~ / / ' ~i// ' ~ ` J , ' 1 ' / _ ~ - 1 ~ ~F~ , _ . ~ J / ~ \ ~ ~ I~
~~i~~/j !'?'/~~I~/~'~ ~ c, _ ~ ; / A ~ . / t ~ p - - ~ - - ~ ~""~~,,G.,~. ~ CO ? / ` - V ~~,~,.~Y ' - ~ ~ _
; `~,6 % f ' ~ ~i % ~ ~ / ` ~ ~ ~ o ; N ~ ~ I 50.00' \ _ _ _ _ _ W ~ / ~ ~ I ~ r - _ ~ _ _ ~ - c~
,~1 / ',e~/ ` ~1,~ ; ~ ~ o ~ ~ ~ , i ~ / . ~ rc~/ / j" , ~ / / pl ~ , cc ~ ~ o~ ~ ~ ~ .~i',~- LEVEL ~ ~ ~ - ~ / j Q w c- c~ L`.c.~.i`2. ~t~~~~~'r. ~ \ / I- U J ~
,c , ,~r ; , ~ ~ , y ~ Do ~ o ~ ~ o -o` ~ ~ ~ ~ / rN~7 ~ t-7` / ' f ~ o ° ~ ~ ~ r' N I~ ~ PREADER ~ ~ ~ ~ 1 - ~ ~ ~t _ - ~ W rn ~
~ ~'~f~ / ~ ~ ~ ~ f ~ / : _ - . ~ ~ ~ rr~ ~ ~ ~E N ~f ~ r ~ ~ t . , f i ~ ~ ~ ~ ~ _ N co ~ f ~ - - / / ~ ~ ~o
m ~f i l~ : /;o,r s - ~ ~ ~ 6,88~ ~.ft. ~ ~ f' . , r' ~ ~ , ~ f ~ ctY. % . . . _ . I l ~ ~ ~ / "O - - 5~ ~0' ~ W ~ N ~ ~ ~ ~ ~
. m ~ ' . - . . _ _ ~ m ` - U ~ ~ _ ` ` _
~ pH ~ , ASE Il DRAWN _ ~
~ ' 26' PERIMETE 5 ntR~ \ DRD
z ~ R PROTECTIV E YARD ~ , EACH S1DE OF ~ f~ HECKEO CREHE i ~ ~ ~
~ ~ , ~ `P AS _ \ E ~ - GMM ~
o ~ ~ ~ \ a~ov~Q _
; ' ~c~ ~ z ~ ~~-!F~?S D-~1~;J--i'.} I GMM 1`„~~ Illill I a ~ ~ START DATE
o ! I i I I f ~
~ I I ~ ~ ~ ~ ~ i ~ l ~ or s \ ~o~a co~~
J ~ I ~ GRAPHIC SCALE . • ~ - .
~ ~ ~ 1 H 60 p 30 80 120 240 ~
7 ~ ~ = M 99~ m
~ W i i DRAArWAING
Ir ~ i i I~lV.
IN F'EET
~ E ~ i inch = BO ft. ~rrr~Ipllli{tl4~ ~
4-j L I ~ I i C-3B I
Z C ~ i
C - ~ ~
C~
O ~

Cn
�
_m
.
'T
I
.
__
Cr)
CD
r::�
�
_�E
Cr
CD
.
�__
Cn
=
C)
C-)
__
C)
Ir
LLJ I
��
�::>
�_
En
Lij
Cc
CD
LL_
__
=
ro
E_:
4-�
L_
OD
r
C__
C__
(D
�
C!:)
__
L��_
Im
- - — � - I - -_ —
I - — -_ 1: �, I � � ...
I � , � � �
.
I I o � � � i ��
I � � � � I
I
I
I D_ i I ,, � I I � . I I
� � .1 i ! 1z
� !
I � -T I , I �- CB#1 I l I � �'
I ' � I I � -�
I , % I -1 � --- � I I
'�_ __1 I ' TOP=228.22 e , , �, I
I I � � ____ 1, FES RWI ��, I j ( � I
- � � ) I I
I I � I � � � �
� , / IV IN 220.13 INV IN 232.00 ___ I 7 I-,
� , - � �
I � L�� , 1 P/ ") 1W � _ , V OUT I i � ,/ �
� u 3,,, i 1 m 113 5 01 IR/ I , , � "i
� A - 221.03 �
� I I CB#12 ­' _. I 1� , ,I ) � ., 11
- � ,
� I 1, � I I � �
� ! I -1 11 � , ;
. I IIHII TOP=228.28 I � 11 11 ,
;�_ I � I I---
; '� I 11 -
I I i I � � I �
I
I I � s - 1�q "'R CC, I I 1 5 �
! I I -t V.- c.> 0 I � e ,� - il
� I � ' I - 1 LY I _r �
I � 1, ,i .
� � ROAD INV IN 219.86
1 1. � : � � NQN-D15TUP,5 INV OUT 219. 3 _--m /13 501 M
-, � 1 76 1 �� 5
1 __ 1 � � ,_ CO C? Q� '-�, I 11 (�)
I I ,ill, / I I NII RIVER FES # 13 1 11 32 LFT. 36" RCP � Ict -1 ; If , � I -
, " " _� � . 1� � Co , , �, I �
----,-- - 11 " 0.50% I - �� � ,, I
I I I �� DUFFER EA5EIVIENT INV OUT =219.38 YARD INL z � � � I CI3 RW2
� i I �, /I I .�T #1 0 ___­­, ­ P uj -S
,., i , I I , i I I I . �� " ______ - , 4:0 � .b. �'�
I I _, - I "I, � / I .� � TOP *= 225.00 " �1. _11 (ff M.,%-- U) 0 " t TOP ELEV. 234.43
_� --__-_.__1_ I 1 %� . I L I �, iv
1. / � ' 1, L� ,_ 6 0 -,�,��, I ��
� I , // kb 1, INV OUT=2?,0.23 - IT t l ru I , ,
I ! \73 L.FT 36" 1�', I � tt 100
__ I I I � � � , � �4 ; � INV IN 229.54
1 1 � / , 11 � � � -j - � � I I
- I i I � - ­__ , � I ____ ___ � , " I . � � P� I ; " 20'PRIVATE 5Top,m _j C0 a ,-, I , ) �.
, FT 36" �
I I 1".. I .1 � I . � �
I.; : - I I ­ - ___ - I , - - / / \ @ 0.50% V, , " 19 L. � �', I I � I ;
I _'. - �_,� -,-- ___ I F_ 11 I \ 11 � � I I DRAIN. ffA_5EMEI`4T-,_,__,__, -1 5 11 ; INV OUT 229.34
­� ­ 11-:1 � z , - � � � uj / - - - B—C I I
- , - , ' / I rc#ff-50% � ; I 11 1
�7 - ­-, + ,�j - CB#17 01, i -, 11 CB#,18 " i -i / -_ :�� �, ,�� I � / _',. ­ I - - ,� , � I � I I
I � L --N , � I ,­ - 11�
- I L--\ , , �� 11 1� ,_ � �, - , ,
_�, 1p ull ") - - I I -A , --, I ,
L; fj^1 0- 6- a' ,-' 4 - CB#31 C" TOP ELEV. '�4_0___T'6____­TA ­_ " m / , �� 1
- -
0 ,,�� 11-', ­ � ,,, �, H TOO ELEV. 2 1.0.76j?G' PERI ETE � PROTECTIVE YARm'� V=_ � I ­ I 1,
F--,- * I , __� I I 11 �� �. - i �
�,4 1 4_1 TOP ELEY 242.99, INV IN 236 34' � __ I-, - ,
" 'E, (L �f � L E R RO ' I SLOPE 0.50%
� Ir �__ _. ­. - —,f qv -_ ­ -1 __,_�� 11 _:_.. N;V !`.�,,EKIMET
. - �­ ,�' �-j- �, Q '-� 0 �i­ I 0 _�, IWN-235-A6 - - -,7-, - - I- , - , - �, I I I", !
I -, - I - � _60 I- EC�T A.f;,f i "
- - - � I
I , I'll If, � �- , - - I I . � , .,! .1 "I ! � 6__- - - - - ,IA 18in. RCP
- 2-35,73 " -� - " -�o­'_ ch - � I ,_ A � - - -- , __
I I , 43_ - , 'T -,- - ,j '__ ­_
( :-,_,, --III; (�, LE GTH 153.00, U 116 ­­ �, . � � " i -: Y_
,
I _ A� I, , : , ,�-:� ,
, ;0 -.,o �,L , I ', ---,- N 111`1 L) & ,$V IN 2 ',�- INV OUT _,2W.1 4 �_ " l,�'_,, ­ � ", �T
o - 11 '. I U_� w ,�,� - , j_,_ �� � .11, , � I � , 1 I __R __Z I ! ; I
- L'i , . , �� w _' 11� I �, -7-- - I -;l- I I - -_ 1. I i� " ; I - , -_ "I "",
I i . �"` � , --- I- 1-1, , I , I "i QD - , ) _-1
, . - ,-,- - I � " " , � , i I �
I YlIgAi ,��i ��-'- - 'i�b s4_0 2k9-/�2, W ,_, INV OUT 3&06 Nf-- " = g z tcl � 8,z� - -�­` - � __ �. I I � - --) "
- :­_-, " "i !�; - I I 1 ­ � \, I �
� �#/ I I , � Q� (_0 - - ' , - - N- - e 6�3 _Z,_rTt1_ -1 ,�, I "�� _� C W14 ..j � I . �­ 1'7L _"' I-, 11 � - � -111, ---_, I , wxjC6 '� A : J � �', I
-
� I I ,c .-7', M C> _-.1 --j-'. - I - I _�u TOP::229.84 U-1 - \ � ,�, -, � s " ", " - I I , � -I' I j I I (-, I � , EXTEND EXISTING 18"RCP
,� __CBA q�­ - , � __1 / �� I - ­­ 1� 0- I ,, - �1, � j
102.11 11� . - V4 Q LI-ji �`; ­ I L,',� , ->. [ \ - -, , �,� " . " �, .- , ,
. i � ' RCP i�lj, �ir d, .
- , / ,z Uu . tr), �') , - .11 -'-,,,, ; .
11 ' L -NGTH 01 � I.- u� __ - � . - � �
TOO: __1 , , - --- ,2 I - DIA in.
, , / , . * - - � m � �t, � ��, / , , -� I I &,,� � " �",
- , _.�;O) -I,- - - ,_,�., Y14 1A 11 U- Co ­- F, _EL -.09 �6 INV 0 JT 224.01 1 �, ; "", � - � - 11 � n " , " I I >; 6-iN I it , , g EXIST GRADE (1.17%=-) TO
IINIV QU, -,252�-57,,,, ,'LOPE 8.f)20) W11, -t * I I.- u� 1-1 ,��,�, " I- - - , v�l - � ,
I � i , 1#30A '��-' U %-., '_ - ---_--�� TOF,' I -_ - I I - - , '-Lu -4t � ,
I � , , _ 1 CO Is" �:, I I e � I -, "'�,!21"'!, I / -1 - .,� - - - in - - " \ "I I I I " -_ -1. " . . I i " : %, ,,,
- ' - - I - 11 - '1___- - - I'll ile, I - I ��
I
� I - -, I \ CB#16 - - - v � ; ? , , � __ " l , C1jV_j 11 I` , I � k
-1 / TOP- �42.65 -1 @) "­ - i : , I NEW JUNCTION BOX. NEW 18n
i ' : , "' )IA-18in. RCF T �1=245.25 ) ­il 0 --- ---INV N,'235`119 --" i l . ,,,,- � "" �J i � , 7 j - 11 ..__ ` 1, q I _j "I 11
I If ,�� T 'i � ; I ,
I I : � ,�_ �11 -,,:_, ­ . �,`,, 1 2�,l .1, I 11 1
1 1 1, , - , " -1 '� , . ! �",'� "i , I INV IN = 229.38 +-
,
, � I " ,
,
, , 51 w
,
,
I ! , ,� - _j @ -, " '� , � _C� --P 5-�;_`.`,��11'11 � '' , 0 � \, �, 1, i , A � , — 4_11 11 �
-_ -, ",
I , - _ i ;5 (A - I., I
T_ l ! , i" ZZO.Z2 , , m a- n
� i j� , - , -_ ' '99 , ; %
I I __ .
� -1- T_ -re^% - MV :)UT 234. � I : I \ m! , -"-.w � - ? 1, I ...
1
8111 "". � I � � - I 1�1 �, I r � " , , �j�,,Rp ­rU0,E# 6 � 1'� - , iw I 7�1 - I ZO�7��,`i,' -' t-- ' _1 , - , 0 0 ��11 �,,, �
I / I I - __1 04 H '( �Wl) J-/, -.11, - , , �;,_,`4 ��7� 0� "I'l- � I -� - ) 1, I ,
I ­ -1��­ " .,- � : i I 1� 11 $ -, , _, - I
, f3I � ­_ / , -,,j;y I i" , j I 11 to
,
! , i '17) LENG- 153.00' 1 - , i , �1') � ,
I - ,
, I
,
,
T - - P, � �. , i � I'M v it--? - �- i 'I, - I I L.I.- PE 1 _! ��
"' - I ­ jHA,_'__,- " � I .;�j - , , "o I 10 I_ 1, ,
- , / � " -�'., I I I I � 1 4p. -_ . -, , i �
-1 ?,%��­­,� 11 ;C �, I �
,� , - , / ,r,51 00 ,� � �
- _� Din -1- - V A Tf- T " �, R I �� -Z - i " � � I �% INV IN I "! " - -- LENGTH 17.26'
- , -
N i I.. _T_ ____ / I ___ I � )_ , .
l ; '� 7--*-, I l � ,�,� S ,�� I APA'' imE �561 � � (� -I \ I,- I
-_11 I .----,--,-. ­ kCP "s ,i�% - i �­ - �_ ii�' - i
I �1! , �­ l,-4 - R-ko, ��:_ 'v �� -0 - , X� -_ 7 TOW4 I I
I
� �1' L --- NNY I I -_ JT= 240.61 , 5- - "\q , .8 A " I �� ,
I ,I I I CC,- INV OU'-- 238.28 TOP VV-.-J�iiI ,_ 1�,.�.,�
t � 0- __ ,� L , , �20.55, ��,
I I , H , ,
I
� " - i/ , -, 5' S 1 1 E " !.41-$ � 0 F FRI - DBL " - ' __ __
� , --
I p �i � -, . - --.- I
r* ", , , , , �,,,(,;
L l I I � 11 " . ___ - RA1,W F��__11 . , / _1 - i , p � � 'Ir--,,-,, - I -- I
.�_� - " lc� CO
I --- L_ e , I I I i , � , 4'1� 4 � �� ,, SLOPE 0.50%
, I � � , , " ". � j ( I , - _
'7" "v -W-2 Z? E,_� �, . - , , I I -.,--,-, a I - - , ; W_ �� , -, ��P,l I
- -2&jL��,�L , - � __,,,,� ­. __ " ! , I I ;I - � �, �
, , , K; - - 4 'w4gz;:Z2 L���_ I - I _. - , � - I - RCP
_
- : � ��w � 2== ! I - - -777- �",, _��_ - ��"" , �, , " � , . '�, . 11 � �L i I$%,, 1 / - I I , L DIA 24in
I I � i U� � -
� '41 i - , � - I I
- __� , _____�_,__� — , - I ­­ � ­ ,� " , I � I � I r �, I . - .�k " \ � - - -_ I , I il �`, I
�_ ,L_ I I ., " '.. - - - 1�___ ,_x �,��jw� � � 'T ,. � 11 , �11 ,
/ ", y - � � I I - - -_ ,
, -,,j� i "I '�'�,' I ,�, , iv!�--�"--�, - _� __
�
� 11-1 I I I 11 I ; , I I "I I
- ----_�- '_ - . I I I � " , ,,a, � I P�_'alf_y_ I � I - , =t - I
�� -l'.7- I A_ " ,�Icw , I I � � -1 _
, r. , _� - ��7' — I ; 1� I "
I r_ � 11 I _­ � ,_j 0 � . . . . . . �, , - ,
� __ -, - !�, 0, t�43 - , ) . ____ - � ,_ m � i�j7 �� -I v7', " " I
I _��14� I" I / ­'." ­�-- -1- ---- �_,�___­�__ 4 - . 93L � : , 11 -_ ��, ,g�3, ", -_ , - � _( // ",/ , " z i
T �4� I , " I ; � I I � -1 , 11 � I �,�, ,,, 11 " " '1Z I �,, �,
7 - - . I --..-- - :�_._4� , __ - , If , I - _�' I I ,I
____ ..... ". � �� z - �,,�
11 � �,' � - , " �� e , , ,--- --- ­­­`7--� �- ____ ? 11 , �t � I � I 11 \i Tk 15, � 1� , � __�/i/,,,�` - I I -
I I . " ,
I � r
I
� . , , _� .- ,;�v' I �, _,Z7 � I I ,� �_ I ! ` Tf . 5TO � �,­ j - , Mul ATj I I �_��
j , i ------- , _ �1_11 VA _! nl)f 11 I I �
I ----- i '�'� �� '.. I
- : ­.. �,�. - - "I '. -r, '.. _47,,�,'�,�, .
�
1, I - ­�­­-----, - ----,,-L- - _41�-,z� �_ -_,- I _,el - 1�, . I i � , Af�'_ 1. ��­,� i,C4%', �.r � -
I \ � - " , / �/ ; -1 l 2 ch M
- \ � , �� l "i - �� ,- -7 ­!7""­��-&-,,w- ", / , 1* : up"^11m - � ., "I, 1, _ , .11 � z
- -
_17 �, � I � -1 I I - - —,---,, �,,�._,� N�01,1 F1pd ­­� \ 'Cot� el .., 221ro I � , , I .T, . ,,'-Wl
,� -
\ �, 1, , ", -_ __ - - -- — I '. I 1. � ; I - 11 ", �,_, ,,�_� �, ., : r
I I I 11 1, ____7_ 1 1 ­ 1 '. , ; I - - _�
� . " ffA5EM NIT � .;�,�__,� I - " '.I j I 11 ��
, ,
­ - � , , - �.. " " " - �
11, I '� -1 11 , , I -1 - __ , � '. I i : � - '1� . j%j , -, " I , , . � I r; ! ,I )> 0
1� , _11 - - - ,- - , A , __ __ , . %,n! I I ? .� � I ,,,, ­ - "'�, " / ,; I � � �'�,!:) K COL 9
- , I
,
11 - � I " � � ; , I l
I L �, 'i " � � Ai � -, '11"', _-, __ _x I " - � "" . /I k I __ / � 1; 1� I � � 11 I l t I ql� � . " -­' ,. I l'i � ,,,,, � �
1� " �� � " , I � !" '! ,; ; � - , � . I l barjk_v,_Ilrl��Z' , '',
I -,
" � -, I � � i � i -1 ,_ - - , -.-- -- �� : _ z I I ' - �� / ---A
"I � , I I I I � - � , � T ' '_ ___ I i LO) �,C � _______ 7 — -11 I I � �� � � I � C" M 1:
I I I � __1.
L I ,,, , "'k �' ' � CM94A "' -1 - , / � kt� ,! � R,4NI P�,-:� __� I �1 z� P , _.,,
, ; � v 1�__r ,� I
I -,,*,\. L' � ­ I _;v I I � I t� . � I ;
� � . 1�1 � � "
- , ; ; � , 1.�, - � \ � I - ,_& � �_, -1 (n� --. -,� 'III', " _."(, I C � ., - ' � '. ,- 1� 1�1 � i ,� I 60
: __ " z I i ;���_, I
,
I ; - I ; - I
I , � � I � - - � , - v \ / � � ; I , �_� � i 7 l A ; , I I --�
� � , , � � � � , 1 2.4'3.80.---' ' ­� � �, ,3� -
1 ,
� � 10' - 1�11G' � , " 249.po- - TOP--ELEN'. c,. 246.%, f+r-l) L7 I J -1-14M.,91' ' I tL-- _ _,_ - - - JE I -:,, - ;� I � 01 1i
� -1
, -
q �, �` I � " A� 0 -- 1\1\
� , , , R I l - _EV_ -- - �
I 1, � I 14 L 4 ) v rt) V. W/d ­ f .k -A � 11 6 � - -
� I I-- _�� _fi r_ � � -, ,V I � � - . -
, - _N-1 I - �',­� � ; , I I ; i 1, 4 ,� f -1 " ", - � t�, � 4 - _� I �
�
�, , , Z Top � IN 241 - _ __ ,__ � (t rl-':7 -1 4 11 I I w ��­_­ . 5.
� NV IN ,� � . - I , ; , - ­ I !
b
,
. , -
I
\ � % , � �t �, �, � % 1, , � ­ __ e-1, "� ,�, i \ i�­ �­ _-,,_�,! � I �1� l I � 1� I _7 ) � x 19 --, I /�, �'__11 ) -1 , -.,-(O
- .
I � I �, % " " I % I �.:, -o- a ,INV� I � _Z -34.4Z /1;11 , I , _ � .�'? - , - - , �, �
�
� , 1 "I �� 11 L"I � � ,� , t � � , � �, , I , ", , 1� \ l " , / � It I � /� , � - � I \i� -0
" 1 � I - j?
V
, � . � ,
11 � I � �� ,�.,� . I " , � � , � ­-vlll.!�� b � �, , - \ � , , 0 i" �� I , c ", Q
� , V - ,3- INV -OUT : 40.10 __- I 2 - ' - , I'�) i 11, I `� y I I
,
�, � ,
� I I 1% I � - � � -, , " - ­ � - _­ � � 11 � �11___ - -,. , � , - t i , I ,., 13#7 �, " I _­ i , i.
I IN 'O T", 24a,70 - 3.27 , "; ,� w - OFr- " , I � �
,
, � ,
11 � , � , l% , ." , � I I 'I, I 'I', %, - -t- . . - 11!�_ I _� _-1____- _ -11- - - ___ 11 - - - -, I � , , �L_'-' ,�A A, , ,� ; �1 � � 't - ­­_ / , I � RV4 �
,
�
, , � 1 -7 7 -- , , 1�i - - ��' I I 11 - , 14EV. 233 60 . ,
'\ % 1� ;;�. 1, � , " k , , I '\ � 11 " I , 1, , - ,, � I �� -, N 0 ,� � _� J, - � I " I �, � .; I , . CWRW5 . -, I � i il I
., - � - ­� I I 11
I
, , " I -- , - , . I 1, 1, - � / 'TOP ELEV. 2. i I I
, . .- - I � �, �'�_ ­- , " - 1 _. ,/ N " , . ;, � ' I I
� t � -, , ,� � l,�t �� ,,, ';, �,- �, , � I , I " ;11 40 L. ." i I..: - , fl -h_,_ - , 1, -11, / I " , 1, - - � � _j __ f� / I
., , � ,�� , 0113 , � I ,
''I � �i �, 11 � \1 _`,� \ 1, kl� ` � I -, ��+ '� � � �' I 1, I 1, � � rk , " I .111.6 V , I 11 I I I _ I IZ co g -, " , ,,, I .
. ; I -4 ,,,�, - - - I , ��­,' , / --L_._r_L__G-T%%.4-­ - �L,-;:: ,�� ­ . � � / 114 It; 1228.76
- , , - - �1_1�__ � � __ 0 , ,- I _; i I � 12TH I 1 '3 -1 I I
, , � \ I 1� / -, ,;� -1 -,- 1 ,- , q <� , Z- " \ " � I , 1 i : F L - 1-11 I 'I', I -
- � , 11 � .., r- 11 . . I'll,
. 'r%� 11 " I o "I I � I I ,
�
C� " i� - < �11�1, _ _­f� ", )UT,;12i7.4 11 'V "I "I I I I
* , , i ,
11 -. 1. - , x 11 1 , , , � i _�_ � I � I "n' - I IN 127,8. f INV IN 2,26-73
- � � " ". , , � ,� iz� f,� 'I 11 I " L0 I ____ I -1- ,,�_ - -- I - - � tf I I \ , - ;,� I , 59
, I - , 1 _. , c ) �
,w
I -
, t I s I , . , , , , F �1� _j i,7J:_, ___ - (10 � . � ; , ) ��\
I I '' � I
� i I i 11 1-1 I , \v r � I I yk. 1__11� 1 [kr-, I � -1, -, , - - _ -_ I ,,, . �-," � � IN OUIT 227.75
. I � � . - - p I
N I � , - E � 11 �_ -I , ,)�D _1-11_1 '. .� r j P 11 / 'I � -i NC DOT WALL � , ,v- ,____e1-111_ �, i " , � I
I . , i 1. I I.. _J4,WIL1,41 I I -r. � I ". :) Lj .I--- I " I � I g , , � ­_­ 11 �,, I ,, ­ _� ,��,�. � I , � I
I I
t f - '_ I j- - � I , , - , . i . -A I , , ! -00) i"i
0 - , I - li, � , I I � -
, 't, " , I
I - � 11 I % . � ,/��:, 1 , I I , , , I
; . � � l ,',L,, " �, ­ -43. , � & 11A � " " ',,;- Mt �26 53
� I � 11 \ ��: " \ --)-__-_-- (_1 W I I
I � ` I- t , 11 ' '�7 - 'L,� -1 !
I 'i 11 - _� I% 11 , - ��' -,I �` ' p I ,- ,,,,,fNV 0
, , � � ��11�, , TO � , , 7_11 ___ Z,
� 11 , , " , � � �,, I � I \ ,,. - -, I I ; , , I at- I ­ i ,_ �
, , I ,
�,
, -- � . I
� , I ------ _, ­ I -- f: k i 1,1 � , V_ I � 11 I -_ ''r-, 11 i !
%, �� �� __ I I ; � / ; � - i �V I I
" r I � , 11 - _r � I
I , , " I " I ___ 'i - Mu -,CE1#Z­, ""'/ � �
- . - I � �1 :
" - , WID r� �t I
- , 1,
I " " 11 1, ` � I "
I I � � 1 � I i , � � 1, � ,,��,�f' , - , � 0, _11�, � , �, '
11
,
i �� I OF, - ,
� . I I � � �, i -i � � k - " I � ,� 11mv 11W= Z413. 1 1 , ?_3A - _,_.,,� � I / c I I 1"i -,"l i .. ­� I'll, I ,x"I- � -- TOP ELI '1/ � 11 i � i I
� I ­ � I �
-
1. � - I I % , I I ,._'� . , -:.=��'_'.!_' RCP , " --- "' ff'.3j,_-'-'1- _� _ , --.,-. , .,� , 11 I / ; � � r , '�, , . , 229.54 I "I -;a ; � �
I I I I " i I � "I I -11 rr%yv,., .1 , - _;z:11 - i ,
,- � , k " 2� i I � % ,vi �, , �� �,,' __ cf; - ­­ __� � �.,;'/ � i
� , l � "I ,� _ �5. Al NN 2$8-60,111 , ----- Yh V :0 - ,� � ,
..
� , 1� I �% � I . I l T I- - �_7 -------1x- - I _; I _j- - -,---, __1 I INV > -'$ l I
\ 'L � �, � ,I - '� I 236.%- _/ '_ �, - ------ TOP= 230 00 " - _-, 00, I .,
, I , , - .1 �� .17
t - - 11 ! ->�j i; �,�, I f --M= 226.0 -17 11 I "; I - . "I "I "� p �, I . I
. I
� I L , , * "' � � - - ­ ­ . : - � "I " ' �, .., T � C13 W4
� ". I � ,26.60 , _-IN' - _1 �
, , .- , . ,_ ' i _ �
, I - I I , I ­ ' ' 6 � � � �
I I ­ - ' �-, �,� -, I :
�
, , I ,� �� 1 I i I , " . CB_ id4_ ­ ,--- 'INV PU 21T.'84 11 k 7 t � �, �� I , , . , I ,� I I , , '' 1.�, . - " I E V. 231.46
1; I ', 11 , � � � , " -11 � r � - - �� � ,; " I I '"m -380
1 , V IN','�,2 : Z_
I , , �op �
r 11 � , � ,�� � , ,,::�� v " 136, f t'� �il,
� � ­ . i � - � ,
,
i , I I �, 1� i I,\ -___4 � - �- � . � % , � -�,' IN[V,0� 22".130 -, - i
. � t * - " i 11 I, � l 'r ' " - - ""- I - 11 l - / 11, ,� � " ____ - I " . I � , I - �_� �� i , 3; ; , _ , ,,,,r,,,,,,' 2 -11, � - _j ;u
� ��,� %� � � I , l � .,� 38 .11" Io � , , . -1 a ,_ t " f ! I st t � 1, � . ", I �, - , _�', � �", -1, --- 5g v � � 25.41
1 ! V� I , � � I I \ ,� , � , i � , , '. � � , o ""I /1,; __11, _� �
v, � I k 11 . I I I- I %_�F- - ,,&-,v. I �j 1. � - - �', , . ,,� , ,� I �; -1 ; 'PUT 21 73 ,',,',,X i II .1
, I - �, - I �� u - - 1/, - -, 11 " �,., - ()) � � :
i ll , , , L- " -­ - I 'Q-----1NN- 1N-217.96 __ C - ! � - B#8, -I,,". , ,� f - _,__ - . , 225.21
,
, � ., \�,� ,�� _15- " 1. I I ,� � 1 I � "' _,_ , -1- I , - , � DRAIN. r -j" TO I ELF -V,---2 . . 65 \ I _ I NN '2 � TO ,�
� " I _� I , N
.
I , ,� � � t--� 11 I I ��, , - _� , V/ v
/ l � I I " �, 1 "I,", _ .. I � -1 - ,L � ; , INN
_,
i , , i � � dr � � ,�` �, � � I , "" � m , C�� ", � - l " L- 1.­­_\__�\ I ) , C, " � . , - I - ,C 'r I" I , - __ � , I IMM, VU
," i I I � k, � I - " ,-, ;.;,( G) % - "r, I I ; :1 L . �__ - I , ,­ - - - tu . , ,
, I i r � � . I 1�', - - ...p ,I- � j, L - ­ -'11", .
L ". I
:
I � I 1� I U ,,�', �,�­- �-_,' I "L I _; __ I E '5.88 , " '' �, " > ,:::,
­ � ; � , ,,,,� _0 \*.1, ­ > 11 I _,/ u_ � �
� � 11 . - 1, ---, `­, _'_ 7
7 ! _j, - � , " �",!­ ,,, - - I ,�
� ' - j 'L �
__ i : , - I � � "� ", '�, I
�
L
C_ "I ___ I - � I �, �`�,` , '' Zl�,'�' ___1 ______ - " - � L , ,
, L- � -�` !" /, , ,48"'A _­ 1, 1 4 ;
- 11 I i , � I ' �
T, � � � I � I � � �� I,` ` 5 -_ � ­ - - /_1 , _Z!� ,
1'�� � L I , w. uu v.uu, ! In co ",-, ,.-, " " 1� � 'V ­ _� - , ", ,11�
\ ; , 1 v7�,;j � %�, SjL.;, , � - -) , � I F- IN\ 0 T ;Z -.86- - � t - - , � L" 0 � - __ , i
� ,-, t � ; ,�,, , ,,� , 'L",�:_� � t I L , . �� ,�,r , ___ � . � I I * _,;-,4 , I ` , I
,,� i , I , -17 - I
M � t_ _,"�_ " = /-, "'! - �,.�l
I � IF- � ". - I ­ �,
, V �� il ___ " ­­ -, - l ,
$ " -_ , � , ELIZV. "I 61 t �­ '� -�,� I _ .i I - ,---,- I , , _�� i , 1111 � TA91 " I
� ,,,-- , , � I __ �, -1 _j, 15 �
­�) : I _ I �__ � I
-
I _ � ; C14L ­_� � I ", Z�' - \ ,�, ­ r 11 , '2�7
/ � !,- � : � i �, 1 i Jrw pf, 241162 � " , , __"_c*4_'�i - ---- -- t \ P, 11" , - 7k OT,� 1
-, � � I , 'I-- - .��.�� __ - - I I L I l " I - _. i, I .
- .1 _, � � , . I
/ � ', � � , , ; I I � I I ,-T ; - 'L�_7 \. _­ -0 ` , ' ' I I I
"� , "'! � � . I � 1 � � � I � � " � ,,� t ­ , _ -- '� - t I - 101,� , . 111'_�;11__ ,�:'�,��,`1.�`TOP E o
; _11A i LL,7,t___ - __ -1.1 ,,�
_,j � ��, � . - -
� I i ! . H j, I i ----:" -� - - ­ I � . I � � � ','� LEV ' 215, sa- ,; .0
- : � A c , , �, , f I _ ,
I � � ni I � I I ."to - in 6-! - I ,�_,, 3 ". L, I �
37 Qn", � ' j L". I 4 '10 I V, , ,1!1��' � !
i , I -8-.,-- ,A L, I !is; ' , "
e 1 Ovu � � ,�r, . _1� � ., L \L 1-1 ­__ �
I i - .. __ � 6 .
� ,11/� ' - I � -
, : . � . 1114 -­ - .- , - `,"� � , , r ANV I N',212.64, I �b - I I
, � r � � 1 I � ! � - I ALK -� "I MM5 PH .44 Bu , L&I \ , ­,", , - L, � gz
" ; � � I , 1-1 m a-,', _fl - - I - � 11 I I
I I . 0, � "'/,� 7, 212.44 , -c a
,
I I � ; I I _ . I - It I L - INV,OUT I " i LL1j_ - " 1, I!, '� `1�� .-,
I _�, ---,-- — I 11 - �, , I - - - , - � � � � ", , . >1
j I ; I � � � � . T_ ' ___S' % . ____ _1__1F___,_ ,.�-� 1 1, , " " ts I I
; i l l � i � I � ­�_ I DIR%1� :ZC-p ,
I , I ; 1 � i j� 4-9f LE -: 15 I "' --..nS' __ \ / � 1� 11 � - ; I I I- . - (A � � I I o -.t
t �t 's ;T 47 ' �2, C21 ! .500/0
'
I I i �1, 61, .'0Qn � ', � , 'f>L )Pt "�. i2 \ I �,
I 4 15 , '' -1 I -A' t I - '_,', . ,� � �, ,`� 1� .1 '__1 - ' V I � I u
� -, , - ::;:�� � � , I I E
I � $ 1 I i � ; . I "', I f i I . � _,:, r� - , - 11, [-'L,,> - , i I
I � �%%1�7 � \� , , I � .� L " ,- 1� - - - 17 - 7 , �_, -, L __­ i ­_\ , -��.,, f I � I I i �
,
� � � I i . , i � . % I - I I __ ,- - -, , _t . I I C_ -_� , I , il _�­__� - � " I
101- I-- i I \_
� :
�
�
;
�
1
8
8
,
[ I-
,
I
,
,
,
/I 1 9-
1
� I =
I
", " - I -11, .N73
- I BI;
3 ' 0 11
�
1 13 , Z�'_', " - -
__i, I , -1 � ,�_ "' I
I I � ---
,a a I __ __ � .,-
I -
, I
I I
1� - (D- -
a
__�
V
_1`6
ul b 0-
, (n -
,
,
,
ill , � I ` � r_,`W_;_`J(7��r_�,�,_,
�
,
,
I_ /"/,�,_,_,1'4/1111_,;,11 ,
L. -I.1
I -,,-I:]
I \
o --- , _�;�', 1� ,� , , - � -//'i, 11, " I _," -
�, l I : 1 _2�1' 11Q�Iz_-,:,�_kllCi�', _ - ,��,_ A � � .� ! i 1'111�� I �. C ,,, - � 11 1,
� I I w . �, , _\ " ji , I �, I- �\_ " - I _ I---- I, � \1 j -
I .. ' - 1, , �r: I �,
-
: ,_ >L� NiC , I� � �. __ .I--- �� _­_ � , �,,� o-2
L
/ � I 11 . I � % 1. �, ", �� I- ­­, I -11 _____ , � -1 - - ES" � `_ � , - _' _R � : I �
L I "I x I L, lj L., - ,�. - -, - I �. . I I � __ t �L" - T i �� . �..J, I s � - -' �., `-­ i . I I
� , __ , 1 q,m_' - I - I 2 �
r , , 11111;1 �17 . � �� -,N-\X- " , I r k 0:NUTH 62.19, � I ,,, I ! I NVO I . - , �, IV OUT �1;2_ 4"' - � - - �
�
,
-
I � � � 11 I I I
�1. z I 11 _­ I , , , , 1z I � � I " I I I I" , ­__ - , � � i I 'L I � . I I , ,,, _., 9 � \ � .0- �_ - -,' , , I _.,
I - , , - � , -
I ; � - J__ , _,_­ - I Lp 11� , _L , . , _� -1, .
?__ __7 1 ,� � L �, � . . � I I ­ 1AJ Q,Q ! � I . I 11 I � L2
. e 1, �, "_,'� - ____ __ I 1-!-j,_ �- I 1, I _ ,4 - ___4 L
,,r ; I ,_W % �� i . --Lr, "60 1 , 11, 1 "" __ -) I I ­___­__­, 1, � I .1, 0 ra � � I I , �
/ � I 'T", 1_7 - 5 v , 1� I
/ 7- 2 � i � � '% 4 " L,4 ,- �, __ ' I 11 _� ; ,I = o
I � I I ,!&� -I 11 'L, i - I I . I - "O - 11 " � � , I .-- __1 I , I u
, , b - 1� - 1 _$, , . � ____ ____ 1, I _n
1 1 �, --------------------- I "124in m;13 _�Ilv "-, (yj � 1� I L' - "I ,L"7-, . _ I " 11 ­_ _­" I Nlu RW7 -A---- tpls�%" i � �� E —
I I c - �,
. ,� " �� " � - � I � - _��\L rQ' �/, L I i i . 1 -(4 _- ,� � .2 a cy
� _��� , \ \ I 11, � . I I i .� % � q, ,--,- I � � I To ELEV`----22R9A -- 11 I w m
I
I 11 i i " I I 1, - ­
- / . �, <��
A
, , X
; �
I I
?
,
, ; � 2.1w
,
; I
I i ; 7101
� �� 9. Rpp � t, , , " 1 , , ­.
� � � `__V� i
_1__ ,I i � C �, i I % � � . I
. I I I I t I �
. i ! ; `
, I j ;
�, , � Top ,
,
- I 'i 'IN 1 ,
, 11 i , V,i N
I . I I �
- �
-1. , _l.1 t�'��, I �i INV 0 246-�3 ' �,;Jp " ""�
I I
I-- `q, I �r �_ i� / " 1 1�w_
� - ,,, i� Ill f , ,_ `
I r� , il i, ?­� -
, ,
- _"� ;I ", I C - �
,�,�,----:�,%,,� __,__---'�7,, - i - "I 11 ''m
i ,-i I I ­ � _., 1.� I -A-t4
, '. C, - '�,sk 7 -� ,,I--
��_ �, _ . , __�, - __-TujP�,ELEV:­'2' ' -
/ -,
L
0
, , f4 ......
\ ,'�, I,- - I - - - - - T I L 1 _L ,
"
�7 -, ", ,
, . , - ­�
\ � - � �� il) �_ " , ,
L --r- 0
- , - �_V4 - I . 7. ,
� --) � . - ,
__j
:__:>
- - - - - ; I I ,; '.� 11 [ `__ r__ z ­--­-__KU8D
-, I %� - -
<
"A"
-'-- -'-- � /,
V'_ ,-: �I=Lr_ V ,
>
=
�1
a,
v)
n
11�_
LLJ
I I I r-)
(-)
L
Qj =
=
-L-]
:>
< <:�:
�,I�m �:,_ ,
-, -s�,
.
�,
- __ -11, 11 I I "I
V­yl,-�,�-!�11 ­­
z --� ,--_—.__—-L1-___ -1
�
L_ I �
1� -
I- - "'! � .�
" ,
11 i 1� I % ,� -, �_ 1 I l . .
- 1, I __ - " . _1� � 11, "I-- ­ - �� " " I � � -
- Ir - - - I I � _1 I I W-22S.6'a-f- , I (n u
­_, 11-, fj 4_w p I -, I , I _.. "-, I ,,�� � �� ,.� � � � 0.!R,
5 _i4 - � �" V I I �
- I , 1: __ - � . - - IN - � , - __ 11, , I 0
5 11 _pj' 1��-L'KW' ""'� . \, I!, - � - 1 " , ,
t�l 11 - N(WI 221�w, -, ,� �
�_ - _ __ ?-N I " , 1-1 , % ____ � �, ., � - I I 'O - 6,
.1 OP ELEV. 222.931 -, ", 1, \._� L, I I_ - -, ___'_1_ , ", 11, , , I -
1-1 - W � - - � 0_0 -.9
-, I
1� I X , I . I __ __�___: : :L,L ,, __ "L 1 :3 x -C
I ,� �_, � � - VIq 217.54 '5 _-1 ;i:� _ , , _jkCjr\___ L I 1. . . �, - , 0
. �,r - 1, t- �",/ " :;'. - - : _ _ ,_ ,�', I - _______-______i I "I %V ,
- ,-. , %� --- --- I _j ­ r `;,�;�-��- ! '.. ___ , , I .. __ ., (1:) � �� -
ta_ ­_ - .1 , I
I
I , ­�-J,C'L�,k_\E , 1, , �_ �
� 1 4 2`18.00 '. I " , _­ I - I ____ __ __ ;, W,76V, ", -L ",� "-'-, ­ - __ ___ _,____,_______1____ 1. 1, %U^r k M,L� ' C: �
1, - � ,LEVEL __ ", , , _ , I- - -,i I ­ L 1 12
1 -1P 19_5' 1� '". �- l�q, � A -1--," . _ 1, - - 1,
, / , _I - , I
- �v , ______ _ , - � �
- _ , � ��,ii'
*, �,'�) ,I ( 'UT',217.44 �Y - `Lr" 't..� r -,��__ _L ___ � _ 'L _� _� I ", , I :D �
_ _ � ____ __ ' % - I � � ; I I -
L' . � "'� -FES RW8 � Q_:�, ." -.
;-�.A!� . � � 'r, � 1 :3
i0 �v "I ; '�, I l­� I � ; _IQ , ____ /. L. - I 11 � I., __ 1, - " , � , � I I-, �;
- L .r
� r, -, �� - ­ - -,__"L- � I ", �,\ � SPREADER POND IIVV OIJ " LL. I I � � � -,- __22048- 1 - - -.4t-, )�%' I
� , . I . u il IN, V b & I I �
I � �Qjt � , , 1, I � " - ­ �_e - 1,
L, "?-.
� \,� � 'L" " �'*� 0 : � :
� � , � I 'e, ,,, 2:40 -,- ­'_ �,._ ____� �, i 1. � ' L \ "_, , �L � ' I ' " - '_ " _ - - - .- - - - ' - - '- - - L_ ' -6, I I .T -0
; ; . — . L I I - . 'L, , , L � . I _­­ ___ _._,_ ,�L , , , - . I . �, 0 r- -6
CM6A )11 _' . � ,� I 1 00;6
� 11 I I I , % 1__ __-, , . � I 11 , � I � C -
I 11 ,r
. 4n , I -, I '\ I - , I 2 -, C
, - , " , I , 1, _"_,_,__ ___________, __ 1, , I � .�,
I , " " , ,
L � - I `
-1 _' ' ' I , �, � __ I z ", I ­: � ZE-
I L __ RI VER . ' I ­_ --- � 1, I 1, . � (D 0 6
INV4N' 218.§T, ' --' , o , -1 �111 I 1, , I , ­­ - - " , � �� � I . ,!p
TOP KIEV. 2,73 W *,�,A 01 __ - �� I.,
,
� i I (�o \ \ 1, 1____________,__, !, I I
, -2- - "A ,% \ �,_ L.,", � ,'' 11, b� 11 C: . !2 .
d) , 1� NV 0 � UT �! 8.6 ___, __ L I � �L.�l I L -IN, ,11, 5EMENT 'L, . I -11 % I -11- ,___ � "I I ,, L , . � �� ; 'L ,ri # 6zo
11 - ,— , . ,,,,,- " ,­ - t� � 1 �11 1, , I 1, 1, 1'� - �_ I � I � � , I . . . I -
.11 __ - I � , I I 'I _ -- ---- ­ 14 : k ;
,_ I "I � __ - , -, � - "\ \o, I w I 1. �, 1� I ' . 11, ­__ ", . L I 1 4) 2 . z'�
-------,- - �, / - A 1- .4 , .1 w I . 'L\ � ­ - _ _, ' " _'L, , _1" � I ., . ; 1� I . I I ) -
- , " I �
,, I , , o �­., I - - . ,� � I 1, �, I , , %L �� I . I i : :5 .'v :tl
L \ � - � � l, � - --- �tl '5 " u E, v,v_Np - __-6z _ _ i __1 � ) L / L o T
r "I - - 1, ", " _
�,. k _ ". I �'. I dr) I ., i _­ ,; I _ L � "� �. , 5 c
v,Il , I . W, I 1; I _­­ , - Lck .1 �\ - -1 I . 11 ---.-'-- ­ ... __ � I I : i � � E
, , � , I � I -, ­ ­ , - , ,� % - 1, I - - 1, ,� - I I I " , � 1 . : - , �
1. �, I'M � i I �c . - , I I I I I __ - �1, ' 11 � ! � .. .. m w
1 � . % L\ � I - , -_-.----- __ I � I I I - -p 'E 0-
/ � 11 - - - -, 1 . . .
, "" , i I - , _­ -_ ­ -1 ) . � I - I , L" " ' I - I - - _' L_ - 1, � , � � .- � �
iA "� - � - , "I .1 � v I I � � � � I i I ;% , I __ - @ - - V I " , 1�11_
,� � . I - - \ \ - ,
- , I I I - - I . L I , � " c I
, , ­ I , � � ' , I i � I I � " L a-, -
- - I I � I � L % ,v . ,
- I - � 1 ! � I r—_ I L : r � .1 �� I � . I I I ------- - -­ li I I � , I
-1 I I I : � ! � :
. I I �. I � I L I - - 8 o
­ I . I L � I I I I I\ - 'L, I I 1, � � � � � � j - � ; I - dl - Z
- ___ I - , � �, !:: � I � I L " . I ; - - -9/13- I 0 �'L , � t � � T 11 I I �
I , UT 230.0 ! * I . - - I SHEETS D IL ' 'L' '**,� - I " - - .T_ E
�, - � I- ��, " - � I __ " " - . , SEE D � , _ c
� I , ',�` - -1-V Z' , �_, 11 "_ ,
, z ETAIL I
, , ,
- - , -
,,,� ,,<,,1!0 �� �` I I i , � , � � -­` I i '4_ - -111, � _' -*, I'- " L�, ­­_ ___,__ � " �
116 I _�" L'
-4 ,-- " - 95 _'___ " 11, I � i I — � � I ; , \\% I , 1 --FE8#28 '1� L", "I, - --,---I----- ------­­- -1 . , � i/ " I
I
,
10, -_bj\'_ , (�. _9 � __ I L I i r ' �� I I . � - I L /L - - I , I
, . ,� - . . \ I .' I � 'r
�:��__'Ilq_ , I;! 1 �f IDE7ENT ,;blf, z � I � I' ", 1, , � -_--1 , __ I � ;
- - r i � I ; : . ! I . ,
-, 1h , ;! � k � Z I I � � -1� - - __ - �, , , /_ " . L , I I , ��L 11 I v
- , I ; I � L I I - I I I �/ D I 1 / I , 1, __ 1, . 1, I �'.. - � , , 1; , , . "" . I - J.", :
� -4- -­ - -1 - ­_ I`NV OUT 21 5.96 w _j% a-
, I ____1 , �, . � � -- \ ...... -�`, - ` ,L' 'A .__
- --- t, __ - ".--, 11 ;111 I t � I i , ROAD, " I
3( ­­______________ - '_ ­_ - 1_' 1 � I � 1; , I , 0 __ __ I I I I , ; , - - " I I - - - , . -Z , ; � t I , . I I j � ,L � - � _'.��, D
11 - , � � I � I � , - � ... �j I 1 � , ,_ F �L ,
- - ,� ,; �! I I I I I I � - I I ­ - � -'--- - - �, I � , I � � , r � c 2 =
I ____ % � , I - - __ - I ), � t �� . - .o
____ , o x of W, t
. - � � , 1, D
��­ "­ I I cc I ,1;.� � - 6-0, - __ � I � , �, � I I , 1, � , �:
,
� , 'j, I I I � " . I . - j, , I . :
- , __ I ; � I I . / � , - - - � . I , 11 �, g
, I ,
­"_ - , � , I r , � 1� `4- % . , - I I ,�; �, , , �­
_. - - 'i ,, - . � � 1. 1_'� � � i ,�.L' , / ----., 11-1 "I \----I-­-­-
I __
17_!;i�v -1-- Pw11%L..f 1p ,, I'll Q_ i � L i 2 G, , / � )-,----- / -
.--^' _ I , _ - - , �5� � " . ''
I
_­ ­ , _ I ; __ - � �, I �. � .1 - I \ � , �Q � 11 I � ,Z5 :D
� � , � 1 � i 1 � � " - - . �'t, - , I D
I , � ' L � I , I I , - , i , , I I I � �� I � . w
- I — I -11 , � ,� I I , I , , , a
- - -1 . L I - . I I I - - ; / I C I I I >,'Z
__ KOAD I'D" 1: k/ I I 7Z I �Ii ,
- -, - I- ; � - I I ". , I ,: - "_ , l 41 � , I ., :, ; 'i, , .12 =
, I L
__ __ . . . ,44 ', I � 'L % I 11 � " L - , ! \!! I - � . � . If � � I _5
- __ - I m . L I ", i, � LL e EE DETAIL - - I � I , I I I F -:;:; :!t p
— I , I L - I .1 , 1, - I I . -- � "'i ." ,,� _
I : , � I �, 1, I L " I �� , � i I � � "
I , %. % I - 1. _j, I , .
- - I
I I - I � ; i �i
L L I - , , , - ')�)j �_f� L
-.-- �� ,_ __ I N , I I , 1, z �
� I m I I . , \ \ . I I "I I � - , , � � 1,
L
_', �,_ I l . ' \ L, � \ \ \ I 11 � " �, m', I -, - I I I � , 1,f, ,,
o� '� , - � � -
" __ I , , " 'L -, � %, I � : I i ` , ! __ � I .,� i � I
'\,� W, � , --- 1� , I L �8 ETS D -9/D-10 , � k, I
--- --"-., I �, � ,
----.--,. I -9 \ , � � � _k.
� � 4
1
1
, - I I L 'L 1. i I , � ,
__ ' _, � SEE DETAIL . � ,� 1 1 , -, � I I- 111'� " ` . ,_ L, , I � L . I I I I I I
- _� , , \ " " � : I I : ,
I " , , I .., I ; � . . . I
� %_�":(�,­'­ - I LEVEL I � �� ,: , _ , � \ ,_ , , I
,� -3] - "' m 1ta 5 01 R/w � \ �
,0�l - , u/u '' L , _\
'', ,
�_ __ � - __, \ I 1 4 �..` ��
,., _��', ­ 1_._, ­_ _ 11 . ; '� - , � � , \ �--- �, ,� \ �, 1�1 1, 1, . I I LL ,% . �%'40\. i . ' � 'L '. -1 -1
- .1 I------ 1".1 , SPREADER ,,' � � " 'L., ,-, 1, - - � � �' \ ;, I , `� � � . 11� , 1. . .! ' -L ' : 'L � I - - I
I � I �', � I � , . -1 -11 " i I . . I
. I , I , _ I I
, I N j!�
,
,
__1: � ", � , I I
_t
��, I __ I , SHEETS D-9113-10 ` 11 1, , " , � ,
1, - I � � I , , , , , ,\ I L
,
,
_ ,_ . , , , , � ,�,
, I I , , I , . . - I I I
. . ; I ; - � , , , I � 'O, - � �,
�
�
__ -,-- _ ',- � . INV. O�T=231.5 \ i � .1� 11 N I I � I �� 4
I - 1. � \ \ I �� , �, �, '11, " � LEV ... I "I
�
�
�
- - L I � , " I , ; � , ,_
- '.1 , I I �'
L' A� N1 - -- - - - - - - I f 11 � I 1� \, k � � � � � , , / L
- , , , � I , 'L,,_ _ .. " I , , ' � " I � L I
11 I SL % - � - - ­ _ _ __, ,. - - . - � P I I , l I I , . I I � I , _ ' 11 % \ I .- - _�, . p 'I - � � . _ � - - I a
11 G -0 0 , _', I � , , , , , - SPREADER , , , .
I I "i , 1, N _� � � i " 'S "' � , ' - I __ \ ID /! , , '' � __ o�
- ;. I I \ �, I I � '_� -,� ,
,��� L ',
- . , 1, 11 � � _1 , - __ I . , " ,\ ", "
''I I I �
- - 'IF, . I I ,�k , � � _ b � 1: i -
- � I � � � _ .
.. , , � , - ___ c 7,
,
" '? I ." I I , �11 \ " I I I \ \ "I "I , , l% v___ --- , VA ! , tt � �! �, , ,,, [�, 1; - I
; " 4 O �D?--- __ .A - " \ \ 1. � � I �' \ '�� . ,1 ' , ' L , ", � , , " � I - - - ­ Il I I 0 I , I I ; z
� - �_ � � L I . ­­_ " ,x , � - - I , . I Q_
. , , I .
, 5v * A- I I " L, \ , _'. " I - , N - __ '\ I � � Z
N60 " - , _ � , I
I I \ �� ,
I I j �11 � . -, \ � I m - �, , ____ �,�� i \ 'i / i ll m
- , I � , �� '\ , __.,��111, __ 50 GO:-_ k 4 -L � ' _.
1�\ - V- 11 _�,_� -, \ C" . _1 - -/1 __ __ _­­ __ i I I . �
___ '_ I _� - - - , P I . / I I , , , re," D:W
. - - ___ \ � � I I I . ', .L.� \ 1><� __ __ _ - ­ _­_�' \ I 'LL L, I . I .t . I , I 0
�', \ .� I I
, K , , - __ - -------- - - __ - - , - �, � I r, 1. I . - --
� , - � � - I- - --- \<,- \ 11 - - I � I " j
, - ---' I � \ I � - \ , " - -­ __ i " , . . I " 1� �, 1, . I E .
- t
" � I , . � \ I/ . 0 \ ,� , � � - _ ___ - ­_ - - L I , I q ;
� - - ­ _­ , I I - _ ;� __ - I \ I - I � �
, I - � ' - ___ ----' " - ­_ . L 1. I , : I ��;,, f 11
� __ ;_1 I - , , , I
- - - \ I I , .1 " � \ 'L '\ , ' ­__ �.� `,� - ,_ �� - ,� --,: �� i'�111 I 1 .2 _F
I , . � . - - 11 I F I I , 1, - - - - - 1� _�, , � , __ L I I z I . 11 5�
�I ": - ­- �. � 13 \ 1� I � . - � - ,� , _"_ `� _ "-'-' I . I" I , '�', I i I � L I
­ - ­ \ , ­ , ,� . , L, . 1, , I .11 - � � I . \, , � . - L - I - � �
,�
, � '�- \ � , �­_ , - ­_ - I I , I q) E
11 "I , , _�t!Lt7______ - ___ -,.., I � Cu - � �, � I I - - - -,-- � ,� ' _____ 7 - _ q,K COL mo
, J, ,� I I --- 1, I I 'r _____ - - ',,- �.`_ __ - , , \ \� - I k , - 1. 1 3:
1 ,-\ I � I I-, � L , - ­__ - 11 - 1, � , I 11 11
'.1 I . _'�� L - 1" '_ _�, - ,
--- L �_
, - \ � ,- � ... 7 __
, , '
- ----"-, a", - - __ \ ,­ _� I . � '__ � --- - - � _ I , WATER ELEV (1 JULY 2005'=2n-9.35 I
L - I *tls!� - _10 0 \ , �
_- u- _,L � ��, _. _ - - \ L- 11 . " I - - - - ___ - ___ ,,_ , - �11_1 , I I , -,, - IT I ::­�- � � I 1 'L � .
-
1. . - " " .A - �__ - \ � I -I \,, � �, \ - �', I I 1, , ��__ __��_ _�_::� - - - , I 11 - I., �
� 1�� '-, L I , 'L , \ ..� NO PIPE FOUND- SEARCH rOR -1 :
� ,--� 6 6) - - ,� . 1. I 11� - - I 1� I - - - __ ­. - - �______ __ - - - - - � - - .1� L, L, " -,,� 1, I - V_ '1� I . . 1 - I � � .
I
1, __ , % _: ER - - ND � ;i zi . 1! I �,
__
� 1��' - - __ . L: I " . 'L I '10 ­_ I - , -1 o
-
- � ." - . " , __ - - - " I I 1� ' S DRAIN11,4l,_-, -,:-, � . jr ,d � . .2 u
.
___;_�_ _L " . - I 1-j X \ I " " � - I .1 . - I � - __ __ - �_ ­__ _.___­_____ _��, �,�,, I _ ., I ` ` ' I I , l I � -1 - __ - - .a
L I 1 . .� .� , ,� " - NOTHING. APPEARS AIA
,� --!n-- __4___ _� -/,, 6) �� \ \ _> ". , , '*'� L", ""' `�, '
, -
, \ \ \ - 4____��
% ,� 0, I I - . -1 �<\ --- __ L � _, \ , , \ �, :�­',­ I n=
�� �., ---' I �,�� ! , " � 'L� I ,> I .;- __ , . - - ' 11 _-
_ - , L - - ___ � ___ - - - - ' - .' , '\, �NES S F) - OF POND. � ' - 'L ��Z�,� '_ , ' Q.a
� -1 __1 . . ­ �4_,, : \ L�, " I- 'L � j __ , \ � BY DITCH ALONG __ , � - - I "i - I E s_
I - I
- 'k , I - --.-� I ; �, -11 1-1, I I . _,� � �L � � �_._, - _', _', ' 'L�, ,�� , �_�_ L'�� . , .1 _ I , �" _'LL ' , I ", 1� . 11 W I I I . -, w w m
,V/ , " - 0 . ----- -�7, - '�'�,- �', \ \ 1� � .0 Q , _ , 1, '11, 1�
- ___ - L. , " , __ - Y % . ­ _ - - _L, � 'L � �: , I I I i , , :!, �; , �
. _k I - ,: i , , , . . r,� -� :�, -.
I \ - - . - - _. I - _::� \ -..-, __ __ , I / _,_1 .1� "' , , 1� `1_\1 I ., I I / � i .;: Q
k A , , � - I., _', - . ", k \ I I . —41--\ �� "� � I " ', � 1� 1, - I I,, I / I � ; ,�, ; 11. I -4 KK;K WL
\ \ � " ", , -j�.) - , . I ' , I L \\ �" I , L� ' � L - I I - I , : I � " � . i�!� I I V)
� - �L -_ _J L \ � " - " - - � " L, , � 1, � 1 . -21
1 L
I
,. I . � I!. . c Q
, -
, __L--'-'- -­­ --- " ,- � \ I _ I , L _ , \ � - L, . / I i , , � I ! ;1 "i � I � 2
� I . - - - �� ­­ - , ,,> 0\ \ \ I- `� i ,_ , _ '. ,:-, , ,_ _ ;\_ L _ 1'_ _L �- - 1. - L � _- -, '� � , .. - I , 2 :E aL
�, /\ - , = -, I - ---- ­­­ - _ . _. _:�� �� \ i � , .
t , . I I _
� I., �, , I I I I _­ I - � "> I ., I �, I I I , ;1I � I
\1111, 11 , . _____ � 1 7 F \ . * \ ��__�_ - i I .� I I I I . �; I
I � �, I , - " '\ �,,� c -.T
� , -V � ­-� , , � 1. I , " , j!;, . :::i o
- - , I ()
, " I . " I ,�� ,�� , I 'L" -, \ 11 L I , ­ 1 .2 :F
- \ .� , L__-� � , I
\/­ -1 _­ - - _­ . ___\ uQ \
\\ 1j, ­_ \ , L I I I
\� ­­ -1 .., I,- � .1 i l;- , I . ,
\ " I �� 1- ,L--'- ­ --- �, . I � I , f �; I
� �
� . I I- / � , mw o�
, 11 -, / � �k \ �, . 7 . I ,_ 1. . I " .ii
, , " � l� :�d - - - \ - � I I \ / I I
. ` � . � I �, , 4. \t , , � T.
, � ��, 0 , �:;`- \, -..--- ---
'_ __ ,, , . U " , ,
I - � , � I , L - I " ." . D r_
x" \��, ­­ 1�� -7— , ,::::� , - I L . !�,�, _u
- \
. , ­ I I I I
�1� � 1�� 0'\ . .1 I I . .11 . I . __ 1- I . .. I I I .- w
� ___ -1 - - I �� \ , " �_, , " . I .. - , \ I - 0- Z5
-1.11 " - - - _,��!13 "9, p 1, , \ \ __1 C . I . , I - -
� � - I I " I __ - _. �, � i L t . w
� ,�, "', (j \ �p ,-<\ \ I 1-11- __ - I" 7k \ _­ . I I L I L --- -, - . .� I I � , ,_ I I � -2 ID o
I I I ; , : .
- , � I . __ I 1. - I " ! . . L -
� e I - ,.)Cx ,�� - -.,- , -- I \ \ 11� " L \, _ . � --.0 , , L �� - - - - - - - - - I" I I , , " I , C I : , �� I I I I , - -
- AN - __ � _� - " I., I L --- -- ; , , '- � � 1� � , 1� a i : -1 I
I " ­ __ ,� -, - __ - I " L --.--. - , I , , � , I I I �. I I- 0 .,
, " , -_7 1 ? I , -, - I - . I i I : � " . ..
I , I I 11 , \ ,/ % , - - I � I 1� I , !;; _c
-1
m I - -11 1� , ­ * _� �) . - I _% . >< 0
1 1 1 -,-, - -----' I . - _ I\-
, -
, - . _\_ �� \ __13 L , IL - - ­� �L,� ". IL , I- I" I I ; � . ; c -.� c
�� � 0 - -I �� >_11 0 �' �' t I - - - 1 - ! , , )
1. . I , , - I ,_1 �'_, I ! 4 i �. �� - � - I v) E 1 2
1 . I � I � � -_ \ " , " ,-, I , _,L':.� _,� . , . I , �2 -
- " I—- p. C CB#46A ­­­ \ � __�3 \ \ " __-tl - ___,_.______ - -1 - . �, I ; : - I
"I Nbw, _,___1_______ Q_)L
- I , L - t-1 I .- p
, , , - I c w u
I I � '\, _� L, I 11,�'L� �L �� ,� Z. 1' .-
I 1\ ,\ \ \ \ �, I—- ----\ x, - � I I � __ , - --:',�- - �-�-�'�- .1 I 1
- . 0I ". � ,-- -_ --, ,,, I , cr
"i 11 . � I -,. I - ,- __ _----_­ I � � , � �� , �� _ , � �'. . _; , � , , I # o .s? 'a
., 1� ­_ ­ - - , , ., , " 11 -_ - -_ -1 -_ ; , w
""I � 11. -
1 . , : _:�_ I - I -, L .1 - u �
� .
�,�', I I � 'L- - '1� 1� " � `L, ,� �\, ; I , � I ,;. ,� i,; 11 . o 2 m t*tl
/ - _z -E N. ,5?�1.33. __�_ �� 7 -",.---- ____----v-----0-_--_0 , � k , \, " ' ,� .. L I -
I , , __TOR LL - ___ __
, , 11 , 7 - --- - --k , . 1, � I j �� ,��, 'I, -1 1� __ " I -
I _� ,��k_,,, 1, I I I I 'L % j - I I " � , - , , . � 5 , � "' , - -,
I
! - k� I , ,� � INV I w 0 \ ( \-.---I----- ____ - -
, , . I . " - -Z UTILIT� INSTALLAT NS AND OTHER PUBLIC - i� ,
: , - N � _� ) ,�_ \ \ \­­ --_'__-__1-1_ 0 \ 0 1 � - �
, I
� � -_ _­ �` -w -o
,/ " -IN T 2 .15 �'L � FACILITV-S, INCLUDI (k SIDEWALKS AND HA ------ __­­­�� � ­__ _--I---,--.-- � , , I , 1, \',\� L, j '' - - --­_� " , 1---, , o�. .�
I � __ - - � 1, 1, 1� .\ I - q " " I __ "'. 1 " /� ", I
, "
'),-, � ,_ I I— I __ I ) �, NDICAP � ' 11 - ­__ � � , � ` , , 11<'___ I -, 1_�11_, 1, 00/,__ - - I , ,� �, ! � �, - L) .
I
,
I � L" - i ') 4:, - �� 01 , t� 11, I � , � - , , :1. � . I � � ,��, I .1
- I I _ � " -� _E2�1___'__ 11 L' I L L ON ALL STREET5. IV. -1 � I - I , , ` I" - I I - _,�_ -1 , \,"� %%, L I I �, .
� � -7 '1�� ___'�� ------'---L �,P`111"'
, _ ��
,
I , I -- ­ :',I � I � � ,J �` ;e'_4__,� - o
.,/ '. - , , 11 lz�� � ­_ 11 L I . - y �_UD_ \ RAMPS �RE TO 13E CO�STRUCTED , ----\ __'t�__-__­__ ___­___ _­__ ­ � i , i �, -, '\\ '' 1�, , ", ,,�L,," ' , 11\ I ____, __ I,----- I - _� -.'2. t
r__ - I 1�, ---' ,- I I � . �
' \ �� L-.__ - -, ''
, !fL.-` '7; � L. f ��_ I L (5-) -) . " - , � - I I � __1 ... \ " .� �', �' , L. I _­­­ ­ ­," ' ;,�, . . I'L , I i i __ - __11 i " 1, � � ,� I , " " - E
- '�� _' . I I � � I I t I � I , I
- � � . I , � � � � , , - � - , � . _��_, - . . , . I L I - .- 2 .
� . 99 , ­," "I w 7- 1 1 �_P � 11 V_ __ ��_____­ � . � . 1_1� _ __'7�' . - , �, 1, , 1, , 11, - f - I
i I I u \ AS SPEC�FIED BY CITY C��E. THESE FACILITIES - -, - __ ______ 3 , -------_, ___ ­,-, ,� , I , � , ,�, I , _. __ -11 '417 _ - . � � , , ii5 i lo _1c _o. f -
I \," I . --- I . - - - , � , -, I I - , . I
V, 11 ,j \ HAVE BEEI`)\APPROVED B THE CITY OF RALEIGH v __,� l . _� , , � . - �. X
-
�, ` , ,� — , OP ELEV. --235-68, . N__ 7�:Y_---- --Q �) �� --- L _ , I I " ,
I � � ___ ­' , I 1� "., I ,� - -, .1� "____Z_-._",*/',:_ . , 1, �,, , �� -_ �� � �� k ,� I Q, � Q
- , 1w - . ----- - ­,_ , , , 1
.99 .9r 1 , , I ­_ , ____ - / , , , , - >
I - I ', I 1� � '. , .
I - � � -1 , , � , � I 1, --- ", � , I , � I
" . - _� -, , � � '.'L � "� � I 1. - - - _'1%, �, " � - _ — � , I. 1, ".1 i . -6� . � 2
� " 1;�'. 'ZQ � - __ - ___j I
, --104 --- �i I : _� _­­­­­� - .7 ,�
-
.1z .20 - ,�� ,� \ I V �v__', __ 1, I - I 11 I ; . 1 I I � -_ , I
" - P" � , - A,__7 \ - � L \ - T LIN UNLESS A CHANGE ____ � '% �, - � , � �, - I IF �
- � ,
L , - - � � " I _ _ _ - ­ - - - -- _' " 3 - �, " , - , , � "
" 1, " , __4 \ I .1 1� I — NS AUTHORIZED',�31E WRITTEN A'F!kPROVAL. PUBLIC : - ---,-- -, ' - -, , - I , f . � I � -_ : , I" , - ) o 5 �
9.1 ,�,Ov , ,e INV OUT -.16 , " �, � AND SHALL NE SO INS A -,-.---- __ \ �_j -1 . � i"',
. I I -1 I'll .� y "L, ,_" , L -a o �� <
I 1� - 1. I � _� - ­__ - - � , - I I � A - - - � ""'-7 \1� , I __� " , a
� , _ - .
__ " I_ .> I .1 I 1, " � � - "; � 1 � � _�_ - - L2 ,
I � _,�­­_ � ; ' " " i � �_ - -, I I c
, , ____.___m. - > - I ______ _ L \� - -_ ­_ I I I
- N, A I I � N - - - - � I -
i / /� ,�,.,_ �, I - - - -,--- -5 1 � 0 'j- S-ANITARY SEWER\�ASEMENTS AF�E TO BE RECORDED _.___1_.___-____1- �, �__\,�:_,____ , - " P I - - ; � , , 'L ' ' ��� I o
I �, 0 L\ -�g -'; , � -,- __ "' , 1� r ; , L , ""Ll I ' .L - .T:�, 5
i L:�r I - N r I _ ­­ -_ �, I - - - - - I- I - ' ' I I 7 _� — j �L. ,, I ., I - __ % I I o C� z1__ EE :F t
_ _ _ � \ - I � " I I ::) :I
, % _­ - * _14-A"16 `11 " � PRIO�R TO FINAL ACCEPTANCE. \ "' \ - - - - _ - '_ � - 5F-- - __ -,---- - , ' L i " . . � , " � - I � - _� 1 ,6
1 \ � 1�_D
, ____ " - " i
�
'
N�10� � � ' L'�� - , 2�
'
,
�, ____ \ 11 L , -
.,� , L ------. _____ __ _ .__ - , � I ,, " 1, , , ,q . I
.
- 11 -1 - - __ - L �, I i \ , � I , � o
� �L .. � __ - --- '_ I " 6 Q -
, , 0 xl-, �, I .11 -1 - - � ,�, , ", " 1. ,
,
� , , %I 'I- " � ' '
\4 � V N , - - -\- �_��'- �,7 - - -
1, I ,, %,O%L\ % t I � 1.11, \\ __ , o :
1 �116, ,* ." Q, , ; __ __ ­­_ , IL 1, � �a .
-, - , %:%r- � -1 \ SIGNA,\TURE: \ .;�O, - - __ -1 ____ ___­ - ' L . . I , - I- , � .-
, , , Ee,., - 11 �_ �___ ' -
x . - - , , _
L, L . I - o a
i '. � � . .^ 11 ,q 1 3 � ", ­­ -X _Q5_� j� - - .�. " . L� , I", I" I " 1, � , _.. �.11 I : E a_ o a
, ", � . . -_ 11 k __ 1, ?-w - k � % (5 1 . I - - - __ � i " I I .. _ - � -5 �; 8 �
�� " - .^ k \ %� 0%. A �� 1, ---- � --,__,_,_-' 1. ­� 0 - __ - " e 11\ I I, ,�, _ I _', i 11
I , - - \ - - .\. I � I .1� __ __ --.--,, I � ., - , I � ­
,�� " I _ -p_*v_-, , , L, IL �, . \ \ \ - "-'- ') � �_ (,--Q ___ \ . ` I �,� \ � , . , " I - 11 - I :
- . % - L :,C " , ------- \� ; �
� , " �0- 0,02 _- \ 1*� I � I '� , I
/ '. ,_ ;,0-5-z:,>, ____ ,*� I I . �, I I " ____­-_'__­ ­_____`�� _ 4�-% - '�'­' _.­-- _._,_____ � - ,� \ ". 1, . ,..� �� If ,
� - I "N �4 ' \ � �\' ­­ " __ \,\ 11 I . L. __11 .
,L" / ,-­�,,�,C) ,k1z: - , '� I � �L i �L v V , . ,, CB#52 CHIEF ENGI - . -,,,, , - ­_­_ J , � ---- I'L I �', - I ,. I
��, I., ­�u,: � __ I � L I - R \ 11
I _� , , � � � I N� E\ \ -, ,,��,;� -1-11 - - _­� ' ' , \, I , �, , ir " I . 1-1
", , % 1� " I , ___1_1_-__,___ L 1�11_ . ,,�­ 1 __ '�� -'- \ \, I _ I
I " �
/, __ ", ,­ " -V-- 3L.\ I L- _ _k_ � � , 1� , . , . "I _­_, __ ---,-- - _ ­­ , - 1\ I � I \ %L "I � i
, L , �,�-,�bi"11'1' - ' , __ � � I : . , -,i , I TOP ELEV. 231.91 \ - -'\\ III', �,\ ,� - _ _ _ __ % LL_ " �L�i� L I 11_�
I " �, _1 _-, . I -,�- -C - __ �11\.�1'1, _j-____, '\ , 1'1� .11 � I '' ___, L 1-1
I \ 1`1 �� , I r I _-
1 , � . .11 \ . -i- pj,�%, I . - L.� s \ - _____,__., __ I "_ �,�� \ ., I" - '.1 ­ �� ,
, � --' I - - I , � < "' � " , I .
I . - -, , -
- " -
11 , - L 6% ? n 1�� ��, - ". INI 226.24 ____­­__­_'
, L \
,_ , ,� , , " ,__� .,__,L \ I �A _:l� - , PUBLIC UTILITIE 1�� 1<1 - ____ - __ � __ I , 0
_ � ., I - -
" � _ � - N �, - - - -,--,--- . I _ I
/ " - _ I , - ­ � INV OUT, 226.04 _ _ ­­ ­ � I . � "k \ I'.---- ___­ __ I 1, - - �,N� %,\ I -­ ; I � � I I 'I-, I
1 1��,�!' , � -k� 'Z. �0, '. -,,- \ _ \,� I 1, � N1, \� '1_1_3� , � I I .
--t - �-,�� - I
-1, 1�� . I Uplo, k 1� I I v, A - ,-,- "11 \ � " --L,__, , �5,_ � � ,� I - _____ � \ ., 1, . , 1_� �
I ... L'� �, , � ,"� -.-- \ � . , , I �_, \\\\\\ I 111111
I" __ 1- 1, � I � �, _____-_ --'L--_,._ ___ _ \_­ I \ I -V I-, 11\\
I � , ,\ I ,51 ,­05�k 0_1- \ 11 � TRAFFIC ENGINEER \ -1, , -_­ __ __ ___ �, ', -1 ; I .
� . ,
- - L \ , I , --- __­ _ - __ -
. \ , -j" �A% -5�. � L, 1�1 - \ � I � ,,�,� 1�-,., "4, _, -
A- - �
. , , I � ­__ __ �
- % -, -, I J.F,� ". , , � \ �� 1_ - I � , _,I�_ \ ,,,,, � ,� l _� L�1�6
OX gN. - , ,,, T-1. -, - ,\ , I L� - % � , ,�, ,-\ , I "' \ , i I 1 __1'
, - V, I I � I �, I . ,$� ". / -, -, / �\ � I I
." I , , " . j ---L_ __ / 11 / ( I I � 11 I . I -
L N� ", . I _",
11 ­vJ_--- " 5� V- , , -1 , " , __ "" 1�,�, ."__-L-_ _ "_, __ - )� " R_..
� �11� I` � 1�1'c 1, � vs� , , I 1, 1, � _____ CONSERVATION ENGINEER \ \ \ _� I. � � 11� %'- - ­_- ___.___ ­____ _ / 3,' \,j \ ,�/i' �L -1
. ') - �, I , I 1-1
('10
;U
�\j
0
4�!_,_
(_0
O—)
0
%-*
;U
*'�_�
::�E
I .� C, -1 I � I -0 - 1, . \ -, I 1, 1. � _­_______ ­ - I . � , I- I l �, 1, /T 1. /
, 't IN, I D , 01�, '� , - , , " N �,�, 1\ , - - -I---- I 1� 1-11 __1
. ___r ! - 1\ 1, I I ,W,g� , I,- __ - " t, __ 11 I N �, � ; Z
*3?1 11 - ,
" I I "", " __ I __ ; I I z:
�', I b ,­ U�� � 1, �1. 1�� , � . - I , __ __ I � 1-1 = L /
�', 11 � I -, % ,v\ " : -
\ / - - �.� ,� "- - ---" , - - I
- � � - l�,, c " � - "
6, � .1 � , - I 1 I jNd \ \ \ � I �\ - - -, "\ ___ 1, - :11 —\ I , ICKCO �, 1. I
I -e \ �� ,-, , � I " -1 � I" "� 1V-'- -,---,-- - -1 __1 =
%)w - 1�_ X .� � , -\ 1-1 � ... I ------- I �� I I -
. z I I 1. r 1�v I I -1-1, _ __ -- 11 I � I El - 1, � -') z
�
, I . - :1 'a,','_,- 11 ... 11 I- , "I 1, - � 'N `_\ _ � I __1 / 1� ,1 ,-� �, . t 6 r
- 11 I I I �11 'I', 11-\ - ______2� _ __ i ;11/ ; z
0- , " � "', \ w � - \ \ \ \ � lk� ___ - I ---� ,,� ��
, � __111 "I /
1�11 -
k
,,, A Nla __ R � �>.­ 1, -, k -.---,, ,
I 1� �,,, -A V ,X 'N � \ �� _,� ---------- ( �; I Z -T , I , �
-
��
-
,
I& \ . . -,,- ___1 I Q� � I I - - 0
. .Oi � i
. I
.
I � �
��_ , �_/ ��,e,­'. " I - �.
- , _' i �_ ..
�� J_ . � ,� __ % 11.1
� / 'I � - �_ - -
1. ,� I J , 11 �, -
I '. I , I 1�_ 11
I , I ,�,�
�� '. 'I, I,- -- , ,'�� �,,,.
I I., I , ,-,
­- �� " '­-, .I, , �
� - I/ '11, �� IN-., � �
�_ I - I � �, " , ,
i , - I ,
, �.
�
�
, " - 1-�11
v I 11�`, �
,� I
�
. �
, I ,1, .,,#,
, \ �* ,
�4 , , , " " ,_\ -� , W .
� " , 1,
, . k � ''
�k , , I �, �,,,
�..'�'_'A , � I , , \ "I � ,
I ,A � �
!:�4 n . . , N'. I
\ 1. 1, " 1, ,------,- I - __ - - t- __ � 1_/ B I . � : . 11 --- *
I ;.1 0 I'loo, GRAPHIC SCA 1� ", \,� / 91 ______,_-­, ____­___ _,_____'1, ,�, I i � I \. �', I .0
-
I" - 77,0 .1e ", I ____ �.11' . -1 __ _­ __ � I -,.__-------I- , \ \ " , - f x I I A A __� /
, __ S' I _ � /
�
11____tn' _ic� LR" \ \ - � �,', m ,---/-- �_____ -1 -11 �- I I il - � I , � 00
.1 1, - -1 11 � _.- - I ,----..----- , , - ,,, � � \ - ,
,�_ __ I
­ _�, — � "I,
, " , - - �, - - - � - __ - , I � � \ - I /�,
,-, ;:p 'j?. v, -.)� 11-1 -Z / ir � , ,- --,---- __ - , �
. 60 0 30 60 120 \ \ 240 ,� I �__ 7 � - % I I _�_ �
'k,�, !�, 0 I& - " LI� ..'' �y, / p ____ I I - - � I � - _____ � , ,1 "I / I * � I __ �
2!�;;O . - �? '? �� e s I I I I I \ I �� I—- I -"---.,--, , 11 , , ____ l__-____ � il I Pil
7- -79 5 0 �1\ I _/ ___� 4
I- �V_ f . I I -
- , I- ,_ -1 � -I - - -_-l ____ I I I-, "I" \ --- k I - -
_40 I _p_ s _'. \a _____iIII1 � , I- -1 , , , \ ,I
,_ I _. I I __ - I
`__.17�­t��__ ----O�Z'(�_ 0 1. -, �, ,§, / ",-, -1 - ____ 1� �.' �,� I _� ______
, , I � %
l, C I �r_ � � � ­'_ 1 . �
-, ", - ,�:g 0� � ­.� �� 14 , - '11' I - � � __1 - . I �., I __----- .
I "P-__ -,- --- - 11 I I
,_ -1 11 , -7-1 1 \< � I - _­ ______ , I _t
,�!',�,_; �,, ,j 0, - * \
il _-, , - :;kl;�) Z__- - �� �� __ �',) - /----------, 'I---- _____ I _-A - -, __ __ - � I- � -, 1�, \
, . 1� _11, I � � ­ , , _____________________� - . ___/ "�, 1.
,- , -, 1;;_11 . - , , ,
. ,
- � - , , \
_'�­__ 3 . d) ( IN FEET ) \ *1_1 ,.-' / ly -, ...- -I- , - _1_1 � ­_ ­­___ , " " ,�%�., I", ,�\, I � . __
� , "_ _"�_ . \ - 1,
1�14� ,", ,_ _1� w , A- ---,-- __ � , , � , , -7 �_
_� __--Z��, -1-i�------f ­.____`--' - " ",_ . I .� , , ---
. ON .�,- ,-.,, - _/ __ _.,1 �__ ­ � I 1-1 - I 1� �, I 'I, L /
, " �- - 0--- i& �0,:!& � - 1 inch = 60 ft. \ , ,"�, i ,� ,� , v________ - '­ � , E 1�
__�\ :%-- � _,:�, - , , - __� I
o� , 11�� I
�, - -- .� � � - - - 4� �______­ >PED'
1, ; 'I- - 06 .11 A5 - -- -/_ _�xt / . / �, I
_�t � � '(p � , �
:1 -­ - \ I I � I/ ,/�
u
__j
__j
n V)
L_ �
q) Q) Q)
� - C .> a �
� C() C L_ �� x
0 0 ,�- C)
Q) 0 LL
_�� 0- - 0') — -__.�
.- 0
0 -0 a: (.6 r, cy)
C: r- N 0)
0 0 >1 CN N ro
0 _j -0 Lo CD
� , C:
(0 C�d �� 0 1 1
0) z r- Q0
N r�
< 17) m - -;d- 03
.0 I - _�
- N *0 � �
_�d a-) ro - �_, �?
C: 0) 0 0') 0')
� .- It - I_, �
Q) 0)
�._ C
>-1 -
4_j
C
—
u � \ ��
�
� -"i- I (Cv -
=
0
__j
0
U-)
__j
:__:>
C:)
<
m
�-_,
_<
>
=
I
a,
v)
n
11�_
LLJ
I I I r-)
(-)
L
Qj =
=
-L-]
:>
< <:�:
-
(-y
=
- -
<
=
CD
-
I I la
-h",
(-)
(J-)
r-) U-)
_<
<
I I I
:��j =
cr_
r)--,
n,- n
I---
n
0
�_
Cn
Li
>_
=�
I I I
0-
0
U-)
U-)
O-)
__j
<C
Li
-
::�i
C)
__j
I 1111
C)
__j
0
__j
Cr
<
Cf�
>
(-D
a,
LLJ
Q0
11�_
LLJ
__j
I,-
Z
=)
(N
�
0
I-_
0
�
ry
m
(-)
I
<
z
Ln
Q_
__j
I---
C)
__j
0
__j
Cr
<
Cf�
>
(-D
a,
LLJ
Q0
11�_
LLJ
__j
I,-
Z
=)
(N
�
0
I-_
0
�
ry
m
(-)
I
<
z
Ln
Q_
__j
I---
0
�_
00
Li
-
=�
_j
0-
0
I
-
O-)
__j
<
Li
-
5
C)
__j
C))
I-_
<
(.0
O-)
ct��
-
z L.Li
0
Ll 0�
C1,1
-1 u
U-)
I ) L_
DRAWN—
DRD
-CHECKED
Gmm
-APPROVED
omm
-START DATE
JOBCODE
r - I
MAWING
i No.
�C— 4

,
~ ~ ~ _ ~ ~ _ ~ i , , ~ ~
~ I a ~ ~ I . ~ ~i . I ~ , ~ 0 , ~4 ~2 . ~ s i I I I ~ ~ ~
~ I 11 ; I ~ ~i ~ i i i I ~
i. ~s,.~~ i <.;,..L;' I ~ ~ J ~ ~ ~ I ~
~ ~ ~ ~ ~ I RI ETE~ PR T ~ ~ ECTI VE Y , ~ L . ~ I ~ ~ , ~ ~S ~ ~ ~
x..~~~~ ; 6 218 ~ , , , r~ , I I . ~ ~ ~ U ~ ~ ~ ~ ~ C L y_. X i
~ ~ i d i"~F,iJ~!?iV~ i s i~, ~ + ~ ~ ~ 1 ~ ~ ~ a ~ ~ ~ ~ ~ d _ ~ v ~
eU~1,.;.~.3< '1{G"'(„ ~ ii,~.c; . ~ ~ ~ ~ 1 n ~ ~ , . , ~ = O I ~ ~ = cD I~ 0~ 4 _
' ~6 PERIMFfER PROTECTIVE Y ~ ~v ` I ~ . , . I ~ I ~ I'~ N Q1 I ____w__~ / ~ ~ U 6 N N (D
_ ~ ' i ~ Q J ~ If) O I U
~ . ~ „ T _~y, W^,-.,. , ~ - , - ~r ~ r;~ - ~ ' 4 . , ' .""Q ~ : . _ _ ~ _ th , i ~ { t 9.~' a a ~ ~ - ` t f u< 1 ~ ~z f~co CB#17 ~ cv r~ ~ _ _ ' Cg~18 Q m ~ ~ ~
. _ t t C' ~ ~~.,..v~ v '~td i - 7 ..r. - ~ w ~ r , t'~ ~9~ 'r' rt'i 4 ~ t; a ~ v ~ ~ CB#31 TOP ELEV. `240 ~~'i._~. ;i
~ 4 i _.U„ . U - t ~'~a l,jv - , :V' :S" Ca~i,;~ 'ti 0 '~-j; 3~ 7~ . 4i ~ ~ ~ 1 S"~ ~u3~ ur' CO i~ t . " , , t ~ ~f~.y ~ - ! i ~.,z ~ ~ y E .e rr r. ~ i,, j~ 'i _ ; ' °.,i ~ . 4. . . , ` C' ~ . ~ °8~ ti . t . , l~ ~ U ~ ~ ~ ~ ~ I ~ a ~ j ~ ~ . _ . ~ TOP ~LE~ ~ N ~ , ~ ~ ~ ~`w a TOP ELE . 242.99~_ ~ INV IN 236.34 f, _ IN-2~~ ~ . _ ~ ~ ~ ~ ~ ~ ~
~ ~n ....~;V 'a s i 6~9 . r. i T',`,r'° ly ~.tJ ~ i . a, , h ! J' ~r i i ~ 1~ ~ '~:e ~ A ~ ~ , : o ~ ~ ~ LENG H 153.00:n i VIN 23 .16 ~r INVOUTr ~ .14 ~ ~ ~ ~ , ` ~ ~ ~ co~ U ~ ~ r: IN~~ I ~ rn o~ , µ ; , ~ o r ~
~ t _ :'r.. '~:3: ~ 1 ~ ~ '.,:1 . ~ ~~lJ::. i . if r ` ir~ ~9h1 ~ u° _ - ~ ` , ~ ~ {~~p ~~~E ~TOP.IvI~ ~ ~ , ~ ' s ' ~l/~ ' } . _ ,g, , z'?`!°~.'.".:~5 ~ " + r-y . r s„' m4" r . . _ ~ r ,F yg7y~~J . rl ,9A - , ~i " ; A ~-0 E 2.09 ~ . ~ ~alV 0UT $.06 ~ ~ ~ , ~ ll ~ ~ :t.) ~ " Q1 0 ~ , _ ~ ~ ~,f.9'f /11 ~ i ~~~i ~~~A tEl. R~iP ;;~t o N~ a, u vi
~~t ,~e , . i 7 : .~g ~ 1 ~ ~ ~ 7 S k~ 1 ~ s.~ ! ~ s E yT ~tAT~ 5 'Pf~i ~ ~ ~ I ~ i d ~ _ , ~a~a£ ~r ~ ~ ~ f, ~~~~t~N~ ~ ~ ~ I~1~ OU, =~~2:69 / • ~7y~5, , ,~io, , i ~ ~o , ~ ~ ;t W , ~TH i42. ~ ~ ~ ~ * ~ ~ ~ ~ Y 1A ~ a ~ 's ~ ~ ~ ~T ~ ; ~52:69~/ ~ L4PE 8,6~° ~ 1} I#30A u~. o « _ ,
i Pf~.`~AS M~N~~ ~ i ' ~ ~ ~ ' ~„~~~y~~~ f~ ~~~4•~~~ + ~ ~ ~ ~ ; ~ ~ a ~ " ' _ F i`?' ~ t ~ ~i ~ ~ ~ , _ r-.6~ ~ i F F , ~ ~ ~ ~ I €,e~. ~h"",E ~ ~ f` f' < ~ . " f`~ f ~ c~v ~U~aBit~: RC ~ ~ c,r T =245.25 J TOP 242.65 ~ ~ GB#16 ~ ~ ~ ~ ~ ;i ~ - c>-- ~ ~ /
Zu~'c~.,. ~'iS~ ~G~7. ~ S ~r ~e , , i ~ t ~ ~ n ~p.. ~l~7 / ~ j ~ ' ~ ~ " F ~ r _ `r'~ . ~(1 I I t f ' ~ ~ . a ~ , , i . , , : . ~ _ ~ i`\ f. t 1 ~ ~ t r.~ 4 "~'4~' , I ~C 7, } < < `4~ . i i u i . v . ~ ~ S `k . ~~i ~ ~ . i 4 ~ ! . 1 ~ ~ ~ , . ir4 i ..b,P~~.F I G ~ A, ~ i ' ' ' ` ' ~ ~ ~ INV OU = 238.28 TOP. , ";240:~ - ? ~ ~ 7 ~ I _ ~ ~ ; 4 I INV T- 24Q,61 ~ ~ INV`b~J'I' ~3~:`15.--~ H
t~ ! P I - ~ ~ a ~OP'~Ef.E ~2~~8:1~i + ~ ~w I ~a~ ~ , ~ ~ t:~ - ~ ~ ~ ~ ~ ~~7~ ~ ~ f ~ ~ , z C ~ ~ ~a „ ~ ~ at ~ ~ ~ , ti- ; ~ LENG H 153.00 ~ ~ p~'t 1 ~ ~ ; 5 ~ ' . } ~~e a ~a~~. ~o~_, s ~ 15~ ~,/~c~q~~~ 1 ` ~l~, ~ ; ~ ~ f ~,..q~,~~ 1.2~/B ~~1'~P,~~. T. . ~
~ v I{~il ~ ~ , i~ i y 9~ ~ t ~SK~ b~ i ~ ~,x ~ ,»K.4~, E ~ 1 s' i~"' ~ ti ~s w ~ " h v K~, . . , v r~~ r .Yk '"9" z; . -i. ~ ~ / $ h , ~f~, r t -c;.:....__...____.,. ~ . , ~a ' ;','t.,` ,xx"~.;a ~ xti ~ ".i 5 r' ~ ' ~ 't 1 1 .M~ _ "X ~\s~4 F ~ ~ ~ i ~ ~ _ , ~ ~ v. 1?1. ; ~ , , , ~1.~~ RCP_ _~~iN_ ~7,~ ~ ~ ^ ;-~~~i~ ~ ~ ~ "9~~a , , , , ; ~ ~
. . , ~a.;.-..., ~ . . _t___ . _ i . j ~ 'c~; ' '!4,, `~~r,.~.¢XT~ -S-w-~ a ~,.;<7a ^i. - T , 7xti~:"^ . ,r i.r5~ ' , ~ + t ~ ~ ~ ~ °",~,?.'~s' '~-`_`~-'~--J'...~:i.~.:~.~~°a~.:=.:::ll _ ..~;x - ~ 4 s _,i ~ ~ i .:C" '-y~,~., , . i . ~ r ~ , r y ~ r ~ .i , 1 "~r9~j t - . i"...:~~~___a...._.:~_.._...`,,.....,- , rn i 3`\3'!:~,(, ~ ~~°'i"~,7C~:.~ .3 , ~ I , ~ r - ' r . . , 1~r ~ ~ r.~t. C~:~: ..4 .r~. " .7;; U . ,Y.. u f~:
, z~d~ffi~: ~ v: _ t ~t' ~ ~ ~4.~d f ~ ' _ j ~ ~"1 ~ i 1. f ~ ~ - i ° ~ "r-~ ~`~-.~_.~.~__=....~..~._.....,~_.....i.---°- ...i _ . ,Ii^ t 1 ! 1 r ~ 1 ~1 ~p""'t'_'-t"" '^-"'1' °~,a.-1_ . . x~~ ^~,-x. ~~7 ' ~ ~ g'- ,d i ~t .,r''~~c` ~ } ~,'~,5 . ~~7 k .x , . _ <_._Ni_.._..:, ~ ~ ~ - _ 5~,~ ~ y ~ ~.~--.,.._..J .....e,l' .
If u ~ ~i ~ 7 ~ . . ~ . ~ f i ,l t ! . i i y__ ~ ~ Ir ,s .F . . . , ~ ~ , i . ~ ' ~ , K =-;*~.;~.~»~T~s;;,.., ...~a.,,,~ ~aw,.,.>,~. . ~1 . ~i - . ~ ~ b. . ~.~..x.,,:r~ ~ ~ f . . i i ~ . ; , _ _ _ 2"~ . ' ~ : .,'3 d~. ~ ~ . f : - ~ ~?a , _ . - • ~ ; ~ - ~ ;i,, , y ~ . ' N_.. . ~ . . . _ - ~,w.~~ ' fi ~ ~ ~ . . ^ ~ , i ~ ~ g . ~ ~ a~' ~a._.......,,,,~.....-...-...,w 'a'l . , k~ ; i ~ ~ _ . , , f .~..~..,~n~ . ~ ~ ~,~.w,E ,.,,,~.~.,~a i , . , . .
~ ~ s'/~tt < i ~ js 's 5 1 t ~ ~ r ~ r , , a t . ~~,~.~~,,~n ~ ~ ~ ~ %f~' i % ~ ~ ' j ~ r - ~ ° ~ r~ ,rI r ~ ~ ~ t ~ ~t ~ ~r " _ , ~ ~ ` ~ ,.w~~,,,, _ , _<M~~r~~>~,~ - % ` ? t~ t f C 1 f~ X ' l ~ t 3~ ~ : f~~s.~.ramur. ~ . ~ . s.Y ~ ' ' p ^0.`~+,., ~ ~ . ~ . , ~,,..r ~ y^~ _ , ` - _ ~'~yrca+wa.u~mv'ra~r.' ~~s' ~ 'si~ .~W+.TCamaia'seawvnW.+aw.•
I ~r ~ :,~~`i ~g~ ~ty„~ ! i ~ ~ i~ i ~ ~ ~ , i I` t s ~ ~ f . , ~ , . ~r. i ~ ix ~i i' t ~ ; . ~ ~ t~; ~ r,,... ° ,ti~ w~ ~ ~9~ ~ ~ ~ _ t - / _
- r ~ %r~ +1^`~ } ~,r „ ; , L? ~~i ,-~r. . '~7 ~ ~ / i . t f ~ .?r` t. . . , _ ~ . ; ~,~~a~ ~TO , , . . a _ , , .l ' I 1 ~ ~ a ~ i~;(~I ` t l, 1 v,~'~, r ~ h ~t pnI1,~ Fe~p1,I . ( ~ r ~ r - ~ -xh n ~ ~ t . , ~ ~~4 , , . ` tL ~S i ) - _ ~ i r. ~ ! / ' ~ ~ ~ ~ . . t l~,. l . f ' i. t = ' ~ fy~- o r/~~
,i i • ~ ;r~~,r ,j,"~ ~ ^.1~,~ tin i~ S `~iV'\€IV. ~Ln.JLIVt ~ i ~.~s~~'t; ~ i . , j ~ ~ t - ~r r,t (f^: r r ~ t i ' j~ ~ : i t ~ S f n_.~,,,.. . C _ 1 ! ~J. i i . ~ t ~~~,~e." ~r<<~r'ir ! , ~i~,, ~~r, ir-+C ~~'1~ t . ~.u ` ny' ~ , , 1 ~ ~ e ~ ' a _ , \ ~ ilf 7 ''I V 4 ~ J ~ , , : ; ~.E TH~ ~,97' ~ ~ ~
~~i,1: 7rr J~ i~~t,~~y La,~40.L,. .~fv ~ ~J I , , i `t t r~ ~1' 1 - - r i. , r , ~ 1 ~ ; ~ , ~ , ~ _ U: ~.~.n~ ~ : { ; . 7 i r r(~ , f r' , F i ~ ~ ~ i , ~ , , , ~ EV,: ~ 2~9. 0'~ T0~? ~i:~~ .~,~~5:~ I , , , , ~ ~ , ~ fi0 , ~:54~°ld~~ _ ~i_~~ ~ ~ _
fir: ir' l / I - ~ ~ ' , ; , , . , , ~ 5 ~7E~ ' , ~ ( . .s' ; ,7 + 't 1 . , ?,',,",i ~~a . i i., !P . . ,~•7", 4 i , t ' k s~ i ~ ; ~ ; . r ~ r a 7 ~ ; , , r , ,1 . ~ ~ ( : / ~ . _ a, ,i, ~ir,: ~ ~3 za 'tti A ~ d ~ ' r".~r ~ ,i~+~ ~ r . ~ 4 , . ~ , _ . ~ `z r..., `k_~ 1 . ¢ ~t ~r_ . . l . . i ' ~ ~ ~NV IN " 3.80,.. ~~1NV IN 24 :50 ~ ~ CB 2-~ ~ ` 4 .1 D! 30in. R~P. ~ ~,I = o T ~EL V:~~~2 ~.27 ~;,;r, b - ` fNV~ 0~';243:70 v'=~ INII-0l1T 0 0 E --a. . , ~ ~
. ~ ~ ' ~ 1 i ~ t ' i i ~ ~ ~ ~ ~ , ~ ~ i i " C i ~~.1 ~r~ ' _ a~; 'y ,~p~19 - ~ `i l ~ ~7 , ` , ~ . „ 4 . ~ r t F} 1 ~ 1 7 1 ~ 1 !i.' . ~ Y5 ~Y W E-. J L 1 t, S ~ ~ „gk~Eq~ , u> :r ,~;~~,i; € ~ , k,` s ~ ~ r'~~~' , ~ , ~ , ~ ~ ~ 1 I ~~--~fN II~ 237.8~'` ~i ~ , ; ~ ~ , , , , , , , 40 ~ ~ ~ " c ; . ~ ~ ~ ~ ~
~ , r r , ~ ~ ~ , , z , ~ ~ ~ _ tp ~~2 2~#38 _ ~ ~ ~ ~ 7 J ~ i . ti.~ ~ 1 .k ~ ,1` ~ r ~ ~ 1-~~- , , . _ , ~ . s . • _ ~ ~ ~ ~ , , ~ . ~ ; L F'T` , ~ ; ~ „ , 36 '~tCP l. ~ , ~ _ ~ , ~ - ro A t . , ~ . , , , _ L i' ti i ~ r 4 s t ~ s', ~ ~0~~ ~",fi-`~ 4 Z ` ~ .
-,,lr' ~1 ~ i , ; ~~1 , ~r' 'r ~ ~lq" z~ _ T~P L'~''~7.,~ _ ~ _ ~ ~ 1 tKl r ~ '`x, ~ QA~E h s j~ ~ i : ~ ~ t r ,r 1 ~ ' ~ -'t, i ~ tR~ ~ ~ 0 ~ „ ~ + , ~ INV~t 273~:5Q ~ , . , . , , , . _ . m q~ y Pr: ~ ~ _ . ~ l . , ; ~ ~ ~ ~ ~ ry:~u ~ rr @ 5. ~ _ ~
~ 1 ~2 PPIVATE~STJPJ~ , , p ~ f, .i ~ ' ~ ~ ~ ~ ~ 1,' lu~I~T ~ ' ~s , ~ itdV OUT ,~73.3~ ; ~~`r` r~ p~ I~(. ~ ~ b ~ ; ; , , , ~y ~ r ~ c;, ~ ~ . - ~ 33A , ~ 20 P~1V ~~T~ ~ _ _ _ ~ ~ ~ ~ ~ ~ - , ~:s~ U' ' i ~3i~AAk F~f~NT ~ ~ ( s~ s>~, T~1P ~43.~0, , , I ~ _
, r z' ~ ; _ x i ~ f ~ r ~ ~,r ~ ~ ~ _ ; ~ ~ ; ' ' x i ~~E. t ~ ~ _ ~ ~ ; r~ , , I #~33 Ty," , G , ~ ~ , ~,INV 238,~: _ '155 I~~~T. 2 RCP ~ ~ - ~~fi
+F{ t 1 ~ C{~'3 r.i..,s < ,~_e~--r - . t ` , ' ~ ' _ l I , ~ ; ~ t E ~ p,, . ~ ~ ~~;~y ~ ~ ~ ~ ~ ~ CB~37 _ ~ , , , , ~ ~ ~ _ _ _ - % TOP 2~6.5~' ~ TOP 30.00 _ ~ ' ' ' , ~ ~ NV I = 23,3.34' ~
J' ~ "K~~~. ' ~ , ~ rx ~ , ~ ~ Gc•• ; ~ ~ ~ tiz,~ ~ ~ ~ ~ TOP ELEV. ~2a8.32 ~ , t : F f ; , t ~ ti ~ _ ~ I~ ~ _ J~tV=~ 5~~` ~ , ; ~ _ - _ _ _ ~ i~vv - , ~C
j . ' ~ INV ~UT 773,66 ~ ~l . ~ ^ , ~ "~f r' , ` ~ ~ f ~ ~ - ~ ~ i ~ , ; , ~'sr Pti ' ~ ~ ~ ~ 60 ~ , - _ _ ~ 20 P~11/ATE 5 RM t , `R , ~ /o \ d ~ ~ ~ ~ I ~ ~ ~ , Y ~3B , ~IN. E ~
f ' , „ 5.`; ~fA~ . ~ ~ a % % r' ~ ~ ~ E ~ , e: ~ _ ~ Z t; , ~ ; ; , . ~ ' ~ - ~r ~ 0 ~ ~ ;;:i , , . ~ ~ j ~ p I U T D[?~t A~f NT , ~ , 1 1 - , ~ , ~ 5 . : ~ ~ ~~.TQP 23G.75 ~ ~ ~ - ~ ;
a . . r ~ ~ ~ ~ - i y',;.~ : ~ . ' y , . _ . , : ~ ~ 9 . 1 . `a ,~~5^. i ~ F 4 :.a'~ i ~ ,,y.", r w~ t . ~ . _ ~ ~ . , . ~ ~ t ~ ~ - ~ ~ ~ ~ ~i ~ INV ~ - 293.10 : ~ o ~ G-- I ' ~ ~5E ~ a _ r~ I ~ t' ;
r . ; e~ i~ ~ ' ; ~ ~ ~ _ ~mi _ ~ , , ~ ~ , ~ ; r~ r ~ , . ` r> a , t ~ ~ r i ~ ~ ~ 3 ,r s ~ , . ~ it ~ S f4~ • t ~'r ~ i , , , ' ~ ~I:EV. 65 56- ' '~y/~ C'=,I ~NI~ Ot~ - 23~A0 U - ~ ~ ~~J ~`.1 ~ a%r: . ~ t~~. rs. ~r x: I ..~I~~ W ~ ( ~ . i i J-u 1 ~t , I .l1 ~L~- y, • e` 1. . 'C l , n ~ f ~ ~ ~ ~ ~ i 1 ~ ~.,5 b l~ i' , f ; ~ ~J ~
~ r~ ~ , ~y~ q ~-a`~ ~s~~TM~ t t ,f, . ~ ' _.t ~t~ ~ ~ ; 1",~ ~ ~ ~ ~~ld& ' S ~ ,Y~ € i k. '`t ~ . , . . , ~ ~~Y~"~ G6~.Q ~p .dE . ~ I ~.yb ' : ~ ~ ~ , . , „ ~ ~;o ; , . . ~ ~ II~ O~JT~, 2'A~.52 ~ . ~ _ k i 3 , i , . . , ~j ~ C 34 ~ ~ I~b~~ _ I I I I ~ Z l. } } 4 0'~d~~' L~` i `S , til . , ~ . ~:~r _ 'i W
. '~4 ? . . . . ° ~ , , ~ ~ ~ " ` i ~ _ - ~ ` ~ ~ o ~ INV QI~T 26E~. ' L: ~ t t~; ~ . , 3~~~~~~~ + ~ I 1 _ _ E " t ; ~ ; , ~ ~ ~ ~ 1 t ~ TOP.. ELEVf. 238.27 ,~g~ , ~ ~ < < ~ 3 ~,a~ 5 rs. ~ j ,('E o ~ , ~ 4 1 t~~ „ ~ IN ~ ~ °1`~~F1 '$4.9~, ~E T. , ~o~.,.___, ; 'EV <
~ i i ~ ~ ` . i ~ ~ - ~ - 5 r r ,_r~ ~ a ~ ~ ~ ' ~ t~ ~ ~ ` `s ~ r ~ _ ~ i~, A~ V ' ~r r; 1~~~q~~„ . '~~e., ` ~ "C ~ . ~ it; ; ; ~ Sl.~' tl.5 ; ~ ~ o f~ 47.0~ ~ ~ ~ ~N ~ Z Q ~ ~ SLC),E .13 0_ ui ~ i I• o~ Z ; P 2!0 ~L PE `.3,42Iq1 l_ ~ 2 3 ~ _ -
j ~ •r' i ~ ~ ~"~b": t ~ ~ - ~1 i~ ' ; , r 1 . ' ~ . . ~ ~vA l n. ~ t . , t ~ ~ . ~ ~ ~ i ~ _ ; . ~ ~ - ~ , ~l ~ ,p9 ~ , ; DW ~5 , ~Gp ; f ` DIA 8in RG E ' ~ ~ ~ N - , P ~~6in.~ T :2 8. 2 , ~ ; ; }~CP o ~ -
I . ~ e ~ ~ ~ i } fi~, ~ ~ ~ ~ F~. ,2`,~~,: ~C~i^.R~ U I I . . n v ,x^..s:Y.~, .,;y~ ':'3~'"~ ',~~4 jt '`1'`~`.,~"'.,~..,.5~.~~~ u~~~~~L.l,~°Y5'~~b4~2:~~ ~~`~:;fle'~.;:,G~.,7.a ~~cr+_x'S::X'.e,~',`~ 'x`~:,~ ~:~.°~"'~''~y. . e E~ ~ , I I I i t .,C~`.~„'X' -~r` ~.v-5~.~3'`-_i~~~ ~ . ~ ~ ..~.,d..,1d..,,S~,,.' mL W f ~
G`~~ l ~ '`1 ~ ~ ~ , , ~ ~ ~ , , ; , > ~ , - ~ _ _ - ~ - ~ ~ : ' . ~ °5~ r t p . ~ ~ , , ; ~ e~ ~ ~ __A___ _ _ . _ _ _ ww_~ i - _ _ q E . Y~ . . ~ _.,..4« i ~ ~ . Y ~ % D ~ ` 'N i..-- . t V /
~ . ~.x . . b ~ ` ~,~.5~'~` . ~ . ~ , ~ , ~ I . . ~ , F . . ~ ~ S •1:' ) . . . Y ~ . . . 'b~~ , ItT _ , ~ . ~ - y~ r ~ ~ . ~ Y~• , , : ` i~. Q _ 4 . ~ ~ ~ ~ ~.11_.,,_._.-=- j~~ ~ { ~ E ;~`~b. ~ p "'~R'^ ..r~mv~: ~-„~a„ ~ . . ~s ay, ~ - „a.~. . .n~. . ~ v i ~ ~
, ; ; ~;j °5;.• , ~ i- - \ Y5 "~Q ~:r~ , ~ , , ~ ~ . ~ ~ , , ' ~ ~ , , ~ ~ i Y ~ ~ i ~ ,,~1 , n . r7 V, 1 U . ' ~1 "b ~ . . w, -G,-~_.., . ~ ~ t'~ ~f. ~ ~ . 2 F / ~ ; ~ ` ' ~ % . ~ . . 7J N~ v . ~ },>:r~ . ;s~`:* ~ `i . ws , ~ ; „ E.,.~ Y~r ~.~-a . ~~',9.~,.~ ~.,~.:.:~,..~..om ~~i w,-.~F-»Fo~~~ ; 0 ~ ,~4 , ~ , DI/~ 2 'n. P o ~-L-~ 1 ,.~''i p3. ~ ~ ~ t~` ' . ~ di ~ . ` U ~
. F rk` . ~ , . . . '~b' ° O r , ~ ~ 4 . _ \ . ,~r ~ ~ . , - _ ~ ~ . .,Y' . f ~ryr y":, 31 ~ Y ~r9° . C 5 \ ~ ~ . ~ - j . / . 33 { $ ~ .1-,. \ '''j ~ , ~ ~t .~i i'v ~e , ~ ~kJ~dL.~ ~fip 4 . . . ' ; j ~ 'b°.,, ~ ? ~ I"~ ~ \ P~ ~ (7.. ) . • . ~ , T r~ i S ~ ~ 4, r~` ; . . ' ~ ^ ~1 ~ . Y ~ ~ _ ~ . , ~ i ~ ~~S"`,.~ , r ~ ~ , E a a : . , t` ~d ,
; . , . ~ . . . ~ `s w G e ~ ~ ~ \ ~.x. _ " ^v y~.k a , r ` , . . . . V"~ / ~ r~` ~ . q~ . , , . . ' 't%~~F~ ' _ ~ vf~` 0 ' . - 1 ~ ' ~i d8 ~ .J - i ` : ~ ''4' A , . . ~ _ ~ . 1 . . , . ~i . . `J J ~ . 1 ; , _l' * ` ' . p ` . ` i, ' , ' ~ ~ ~ ~`1 , a 3°~ . I ~ . . . F : ~ Vt f'~ t , , , . ~N~ . . . ; i m , T y ~l r~~j ~ 1 ~ ~ t ~x'• ~ , ~ # ~ ~a m ~ y , ~F'a r p. , a ~ , ;~p~ S 5 t
z ~ _ ' C '1 ~ 1 ~ ' . ~ , , ' 4 , , ~ ..P;w„° `:.r ~ i ~ ~ i/ ~ i ~ 6. - ~ ~ ~ ~ . .7' C\[ ~ k 1 x.?: r '1°. ~ .f;~ . . ~ \ a `~a..~~d ' ~6 ~',lOr ~~GY. ~Y7V f/~ ; ,-1 ~ ~RI ~ ~ , ~ y§~:,3`i~ ` ° " @~a~:,P 236,4 ~ t 2t~` PPJV pSTORM ~ r ~r ~ ~ q ~ , u ~ ~ r ~ ~ ~ ~ ~ t f . e~ E ~ ~ , t'~ F , . ~~-5~ ~ ~ ` ~ ~ ~ ` ' D~fN. EN~' ~ ~ i / o ~ o
- ` 4 ~ . F'$:ln~~ , i , J':~ . w w, , . . , J . . . , . . . . 4 ` v. - ~ ~ ~i~ ~ . _ ~ ~ . A , G . ~ ,.Q{'. , ~ ~ ~~r r'~~~ . ^ ! i~ ~ j '.a ~NV ~N t2 J \ k, ~ ~ ,N ~ b~: I~1~ I -~vi ~IA,1~?n_ L a ~ ~t ~ , ; ~ , , - o ~ ' ~G NV'~ 2 0,88~, 7 ~ ~ ; , U ~ v _ ~ ~ ~l. ,PE ~ 2.70Ia ~ ~ ~ ti ~t ~ ~ ~ L~'1VGTH ~ ~ o r ~
t . , k'' a 1 , ' ~ _ (~i O ~ ! ~h µ ` ~ . j7, ~ . ~Y i t . . 1 ~ ~ _ . . . ' ~ ~ i ~ . ~ _ {,~o ~ ~ ~ ~ ~~N~ ~~~.25 ~ f ~ . ~ . , . , , . , . ~ . ~ ~ ';s ~ ~ ~ ~ ~ ' a ~ , ~ ~ I~IV OUT ~230 63 ~ t~ m s ~ ~ ~ w pl ~18ii'a. C~ 5A ~ r , 3 p ~ ~ _ ~ i~ICP; a ` r, ~'z - ~II; ~ l~~E p m m.
; , ~ _ . ti ~ `~!j~ , ~ ~ y,~ , , - ' ~4 ~ ~4~ . , f~~"S`' . (iv^~ . ` ~ ' l ~ =L~Q. ~ ? 's G . -1 I ~ry~ - ~ ~ ~ 63`'~ ~ ~ ~ ~ ~ . , ~ _ ~ p ~ - ~ ~53'` m~ ~ ti ~ ~ ~ _ 1 ~ , < < o CS#3'D ~ , < T ELE1`~. ~ 1~ ~ 'D0~ ' ~ D1~11 ~o ~ ~ ~ ; ~ n, ~ ~ 5irl. ~ a ; ~ ~
~ c~' V Ot1T= 244. , r~` . _ . ~ ~ . - r ~ , ~ _ ~ ' , ` TtlP - ~ ~ . ~IN IN~~241`.25 ~ ~ { ~ < < ~ x y , ~ _.m ; W , ~ ~ ~ ~ ~ _ ~ ~ f a _ ~ 3 ~ ~
~ ~ , ~y _ , - . , ~s b~ .~1 ~~~9 ~ c~ ~ ~ - ~,a _ . ~ ~ a~~~ aT w ~ l 0 _ ~ - ~ ~ , '~p , . , _ . , , . . . . ~ ~ ~ ~ ~ ~~o ~ ~ e ~ c z ~ ~ a. - - ~ . v , ~ N 241. , T 05'~ . I~d OU. - 4 ~ ~ NV~IN '33' I 6 ~ , , ~ , o ~ ~ a . 0I , L~ ~ ~ E ~ , N ~ , , ` T ~'~B#`.~~ , . o , 1 R , o.. .1 . ~y ~ S N ' 1N1~ 0 1~5.~3 ~ - ~ ,yy~~. p~ ~ N ~ ~.r ~ 25B . ~ .:if"~ ) . . ~SL, ~~~.L~. .~A'.. p.~ OO ,1 ' p. O v ~
_ ~ ~ ~ ~ _ ~s. - ~ 'c e 2; ~r~~ ~ ~o - ~ _ , _ _ . , a p 2 ~ ~ ~ _ ~ ~ TO fLEV , 59.3,7 . ~c, a~, ~ ti _ c, ~ ~a _ i ~ ` 0 ~ r -~7 , 7'~~ ~ ~ ~ - p ~ z 1!P ~~E~. ~.6r7 ° .3 -
_ , - . ~ < ~t i ~i~ • 0 , 3 ~ ,g ~,yph~ IN1~ 14 ~ _ ~ ~ -rr~ : - ~ ~ a- ~ . f. . pk' ~.~I'I~Y'F~µ .c i~ ~p~y':~ ;~+'~!c ~ i` ~j Ti ~~N,'U [T ' 1 1 , _ g(~ ~ 1 ~,tie ..0~~`~~~7. ~7 ~ C4' . . ~ ,w t ~ Il~~~u ° ~ ~ s
r~ fs~ C?'~~ . ' ~i ~ ~ ~ , t1~ JTIVUTI , ~ ~ a q - ~ 1 - ~s.. . ~ , ~ ~ ~ ;~t. ~ . . ~ IN~V. ~ " ~ , n r~~~ ~ ~ , o.~ T~ =R48.00 Ay~~ , ~ ~e e ai ' ~1~g~~ ~ , ~ ~ o. ~ .v= ' Q . °T ` _ ~ ~ ;r-~' - _ _ o'~ m . . ~ _ . "~G74t+ u - . ~ . ~ ~r ~ f - - = - I ~ _ - - ' v ~ ~ . . _ . i py ~ m
~ i , { l ~1J d( f ` \ ~ _ l. ~r x{;;~ -i4,.,X.y..._.,.~_,.. I ~ "f~ Y r ~ ~ o - 2~.~a~ ~ a f ~ .~__e , , G , A ~~r " ~5p°l° ~~,Q ,,~J,, r, ~;~,~4 '.9 1..' r~ . S ~k , ` ! . , w v I <<
r_~ , F - s , ~ ~ ~G M _ _ ~ - ~ ~ !q 4,; ~r r,` ~ , ~ , ~p ~ t 7".~,? e~ r N~ i~__ 1'~ r,~~" a y~„ ~~s~ g,. V OUt 244~70 ~ ~ ~ I o 0 0 ~ ~ ~ ~ ~ ~ , . . - °m m ~ 6 , ~ ~ . ` ~vv a
~ 1 ~ _ ~ ~r, ~ ~ ~ ; ~ ~ a~- ~ l°~ . 2~ ~ % va~ 3~ a ; , ,~y1 - ~9~~ ~ ~ ~ ~ ~ m ~ ~ ~ ~ ~ UT 230.0 I'~, ~ _ = v
~ ~ o ""t ~ . , , , _.ca";~~ ~-r> ~ Y~ ; ` ~ ~i~'' ~y~, ' ~ %1 1`~ 2,~ ~ _ i, ~ ~ ~ , . , , . ~ ~ , ~ i , . y ~ ~ > ~ ; , ~ ~ , ~ r ~ ~ ~ . ~ • 3~ L ~ i ~ _ c~~n ~ . p ~ ~ ~ 5~ ~ ~ ~A' . __T , , . ~ _ ~ ~ TENTI f e „ ~ ~ YDE , ; > `o
j ~ i ` = , , '~t 'L , ~ ~ ~ ,y " ~h' 't D~. x. r ~ 'G~ ~ Zb ~3• ~ , ~ w -F~~~~ ~ 5 ~ - . ~ ~ y , ( ( 1 . . I . . ~ rn°Y ~ I I q,r P~N ~ d ~ .m E o 0 0
` '`J ~ ~ ~y iC~~~ ~ ~ a ~~~r f~ ~ ~ ~ N~ ~ . , l~ . p~~xs` a.i s~`ti ~ _ m , k~. °i ~ r ~L ~ ~ i ' ~ ~E ~ ~ ~ r~~ : a ~ ~o ~ _ .O `~t ~ ~ ~ a . : ar t ~ . ~ ~ti ~ ~ _ ~ 1 ~ ,x: ~ V .m~. , , . . ~ "'"t~.'l;~i.*\.1 y ~ ~y~~~~ , m ~0.~ .~f-, r'. ~ I~~ ii l, Il~~~ V ~ ~ ` a . . O~d y Q ~ , III ~ . ~ . K v m ~~i , ~ . i I~~'i ~ , ~.~~I~il:~ ,'i . . w c m« c _ i~,i~~.l„~ . o - o ~ II II ~ ~ ~ ~ ~
. , . , ~ , ~,i ~ y. ~i 7 ~ , ~ - ~ ~~4. _ , . . . ~ • , , . ~ - , . ~ _ _ ~ . . a , y , , ~ ~ ° ` _ r . . , ~ ~ . ' _ , t ~ ~ c ~ ~ ,'F ~ ` ~ ~ o= o_- _ ~ vo m > - m ~ a o « u o .
~ ~ 1 ~ ' n ~-r'y.~- i- - ~ . ~ ~ ~ G a R ' ~0 ' - . . ~ ~ , , n, ~ ~ ~ _ , , - ~ , , , , , r, c ~ ' ~ ' ' ~ ~ ~ m;~ ~,a ~ m _ " ~ ~I ~ ~ " iL~ t'~ ' ~a' c°> 4
~ ~ ,',f ~~~;1 v: ' ~~r ' ~ j~- .14•c~Q~ 4 „ ~ , . , , - ; " ~ ~Q _ ~~1} M \ _ ~ ~ , ; , ~ ~ ~ . . 4r _r~.. r . ~v~ i,~ \_~t. 1-t e^ " . . . , tc - ! t ~1. . ~ i ~ si~ i ,
~ s~,;u - _ ~ ~2a '~~-y~- ~a ~ s : . ~ ~'1 i ~ i ~ ~ `t . w (1V' G lR~~ 1~. y~- . . aY i j~ 1 A _ ..r ~ w, . , ' ' , ~ , ,T, ` 3, - i ~ 1 j r t r ~ . `s. 'i/~ t, i t^.1 • ~ ~ . , - ~ r~~~ l. . ~ ~a.~ 'c . " _ , _ . TAIL I LEVEL ' ' _ SEE E}E ~
_ , R~ . , _ _ ~ _ ~ ~ ~ ~`~~i-~ _ _ _ ~ 's ~ . i i , _ , . _ , • ` ' V ~ ~i, T g ~ - , ` ~ , i ~ ~1r/ ~ A . ~ i~ ~.)1,~k , . ~r- n~ ~ ~ -10 SPREADER SHEETS D-9/D ~NV. 0 7=231.5 ~ , _ _ _ _,~n~
~ .2_ , , h'1~1~'~~ ~ `~,GB~O ~Y,~ ~ ~ . ~ ~ ~ _ ~ x'_; `;a u~ ~ g9 r~~' ~ 3'~• 3~•, \
r ~r . _ _ Q~, "C( 2 ~ ou TOP ~L~EV. 24 6 ' ~~1: ~ ~ - - d Z 0 ~ G~ ~ ~ ~ ~ ; p~ ; , _ ~fi ~ ~ 0 ~ , ~ G _p,_ ' ~ ' 239-59 ~ ~o - ~ Q _ GRA~'HIC SCAL~
` ~ z ~r; - _ _ , r~v~~ . TD, , ~ E'~ ~ g1 ~ ~o y ~ ~ y~ Q~ zP ti:~~, °A ` ,`~j s~,` ~ ° / 24 ~J k ~ , ~ _ ~.1~L1!OUT.236;~. ~ ~ 9 s~ p3?~ ~ _ ~ r ,k 5~ ~6~~' , ~ ti _ - ~~~u oQ RZ ~ ~ 6~~`~.~u, - ~o ~
~ 1 T , p ~d~ ~ ~ ~ - _ _ - Q Otl .,~c, ,~'j ~ ~ ..~p..._ Y..~= . , ~ < , . U - - G~ tt~ ~ ~ 65 ' so 0 3o so ` 920 Z4~ ~ ~1~' c3` a - Q(_c~'y ° ~ a'
i ~ ~ ° ~ - - t ~ Q' G ~ ~ ~ ~ / ' L~~~~~ 1,~ - ~ OQ 2~` • _ ' ,~r ~,p.. i ; - - ° t., •C' o." - _ 'C~C'.._ ~ ~ 0. L. , ' m r - ~
+ ( 4•~ q~ i ~ E,-r`~ - ~ ~y~y,/y ~1., ~ Q N~ ~~i~ ~ Y ~y~ ~ 7 1 d `i '~-t,1-? ~3r,~•_~~.~~^`~. .,~(,~j 1 ~ :0 , , µ a ~ t ,t \ , . , ~ S 1 ~t ~ X( \ \ .,ISJ,f . ' , V , . 6r`- > . _ i ; ~ , - _ Q m _i'
, , ~ ~ ; , , ~ , . , _ - ; r'~, . , 3 , , ~ , - ~ , ~0~ ~ ~ ~ . ~ A ~ ~ ' `i. ~ t , ~ ~ ` _ ` . , , ; _ ~ - ~ ~ ~N ~a~ ~ , ~ , t3' ~ ~ ( IN E~P ) , Ev ~ ~ bs ~ = 60 ft m t
, ~ ~i ~ ~ , ~t ~ - _ _~'Y ~x '.a' ~ _ .~L~~1 ' ~ ~ ~ ~ ~ _ _ ~ ~ °,l~ - \ . , ~ l . , _ 55 NVV fN~~244~2 ~ _ , , , 4 ' . ~ ~ TOP 'ELEV. 247.99- J ~ . , ~ ~ ; ~.~~r i . / , 1 inch ~ . ~s" - ~ J"' o ' 6i _ ~ ~
,,A ~i '~v Q~ I!V 4 ~ ~ .a. ~ INV O~1T ~ /V' "Q~ ~ ~G 2 3. ~ , . ~ `r ~ \ 5 ~ ~ ~~~~"+J~'? _ \ ` ~r \ p tQ ~ a ~ ~ m
, ~ , } ~ , Q '~b~ , T 24 O6 - ~ V'. ~ ~ y~~" ¢ ~ ' ~ , ~ ~ i~~ ~ _ _ U 0 __.C~]~ _ ` - ~ ' ~ a
' ~ ~ _ "~,._7r . -tiVEl ~~P` ~ ~ ~ . \ , . - ~ ~ A.~ ;0; ~ r~ . . . . - ` . , f'<. r , ` 9PKEADER G~~ _ ~'~g~5 ~ • ~ ~ f t 1~~~j~ , ~ L~N ; , b , G 'j~~i : \ _ U ]t ~ ~ ` ~ . ~ 1 ~ r ~ ~ l 4~i.1 ~ ~ \ . ~ ~ q ~
't ~ ._LLYLL` ~ ~ 3. { ~ I' - . ~ _ 1' ' ~ ~ . ~ ~ ~sr~weR ~ ~J,~t ~;,SL'OP~_ ~ ,I ; ~ ~ ~ - ~ _ p ~ ~ 0_
~ ~ - 1 E ~ , . C' ~ ~ s~~ D!A 2di P ~ ~ ; ~ , ~ ~ ~ ~ . ~ F ~ ~ r ~ 50.00' ~ , ~ . ~ Z \ , ~ ~ . 0 < - ,A - ~ ~ ~ v~'i ~ C~ ~ „y ''D ~ s. ' O " _ ` O L a 1
. . , s , _ , ~ . , ~ , , , ~ ~ FES~86 ~ j ~ , ;1 T ELfV. ~ 2.55 ~ b G~ ` , ~ ~ _ ~ti~ ,4 _ ~ ~ ` W - - ~ m ~ ~ , ~ ~ ~ U ° s
~ ~ 23$.22 t y .p ' ~ ~ ~ ! ~ ~ ~ , ~ ~ ~ NV OUl`' 233.00 1 ~ . , , ~ i.t` ~ ~ y ~d' . ~ D ~ J x ~ _ • ~ ~ < <w " ` 6 ~ _ m~ s o
r C6~85 cv~ tN ~~7T 238.1 , ~ . ~ ; rn~ o„ ~ ~ . ~ ~ ~ ~ ~ TOP ELEV. .0 ~ U~ ~x~ ~ ~m~` 20 PR! ATESTORM ; / INV,LV 234. I ~ ~ ~ . ~ ~.o ` ~ ~ o ~ - ~ P~ ~ a_ ~a U
50.00' DRAIN. E ~ , ~~a +-i • ~ ~ LEV.~~~~ 2 :41 ~ ~ ASEMENT ~ (NV q~ ~~34.~ , ~0` , ~ ~ ~ ~ . / V Xp~j Q ~ Q ~ ~ c~ cs#asA, ~ ~ m ~ ~ ~ O V N ~ ~
~ ~ ~ ~,5 scc,, , , ~ ~ ~ , (Z E ~ ~u3 ~ ~ ; ~t, , tjA ~ , ~ TOP~~~t . 241.33, ° o o Q y~~:~ . ` m ~ w ~ c9
. ~ ~ ~ ~ I ~ 23~,4 ~ i U' i ; ,T. Q~ ~ I ~ ~ ~ Q`; , ~ ,~~=J !NV IN 5 ~ v~ v s v> > w ~ ~ ,T 2 .15 ~ m ~ ~
~ ~ ~ ' ~ , ~ . `.7.J r~ Z~ ' - ' c:`~ ~ _ ; ~ ~ ~ i: ~ , w: o W ~ . ~:a.~ _II~ ~ \ ~ _ ~ c0 d- _ ~ ~ , W f~ ~ x , ~ y ~ ~
~ ; ~ ~'Z r LENGTH ~ ~ ~ ~I ~ ~ . ~ . v~ ~U ~ 911.78 , E i~ ~ - ~ T,OP' EL~r' 341.'L8'~, '~-y_. ~ kC". . ~ \ ] N ~ l V ~ ~ ~ 7.? , m i qk v
`S0• l~ ~j h r. t SLOPE 9.63% { ! ~ ' - ; . ; ~ A~ ~ 4N1~IN 2`35.9~ v'~ - ' i , \ « m v _ r- . - r ~ ~ G = CL m OP ELEV. ~ 235.8$ o a o E U I
~L \ _ -',~`i' S~ ~0 ~IA~30irr.-RC ~ ~ 1#84A ' i, 'P , 0 1L , ~ N 4N ;235.99 F 6 ~ ~ ~ ' P~240,00 , N , ~ ~ U ~ ~ ; ,t. , ; ~ 1',1~1 ~~r ~ ~ \ ~ Q~,'."*,,, ~t,~ i \ m v ~ z l~ 4 ...,_-~Fr-~-if"f'"zLD.20 a ~ J 9.;~ . ' ~ ~ ~ o o ~ Q ~
_ , ~ ~ ' ~ . - - '~`~U r , ' ~ ~ i ~ INV T`~ 235.3~1 , ' r ; , < \ . _ . ' ' ~ . J - - _ _ ~ G ~ ; 20 PRIVATE ~ ~ g ~ _ , r ~t~ 1~, ~NV ~UT 2~:~~ ~~j ~i ~ v a /y~ . ~ , ~ ~ . " 1 G- C a~i ~ W ~ ' ~ ~r; ~ it~ i ~ a ° ° ~ W =
_ ' r` TORM~'" ~ ,,;?;1 _ - ~~.Q ~ ~ , ~ r _ - ; x _ s~,F,: . ~ 0~ _ ~ \ ~-__am. - ~:~F.~#~$ ~ E DRAIN. EF~SEMEN~ ~ ~ E 0.5~% . M.-~~.~. ~ ~ ~ ` r i~ . , _ , . _ - . , i' ~ y . 0 ~ ~ ~ ~,~.r~~} _ 1, ~ ° v " o > J n C~ ~ / ~ T~t ~ ~ ~ ~ t`~ j o'm o LL 1~ ~v~°' '1 '~'~~0 ~ s g - ~7
~ ~ ~ , i ~ I ~ ~ t ; _ -Q[~~~~2# ~`~s,"~t' ~ i' ' . ~ ~ _ Y' \ E ; ~ " . ~ ~ i ~ i , , - , _ ~ , , , , . ~r . - - _ ~ . ~ ~ ~r- ~ ~ E o o a ~ W a ~ r- ~ ~ ~ , - a ~ ~ tQ: - ~ ~ . p`;O/ ~ , 1 ~ \ ~ L ~ m ~ 4 > U CJ~
, ~ - ~4fL;bITCH ~ `t. ~ ~ ~ ~ ~ ~ ~ ~sr ~tJ~ , ,F z FT 15 ~~~RCP ,,G} _ _ - , X) { 22 i ~ ~ v'Q~ ~ ~Y)"' ~ _ ~ : , ~ 9c, ~ V Yk~ i ; ~ F" c-a+'- c ~ ~ ~~ry, ~'~r ~"Y ~ ~V ~ p p p'_~-. Q ~ ~l
, _ ~ ' ~ ' ~ i , ~.5~0~6 ; ~ ~ ~ ~ ~ 'y , , 'f~ e~ . , - - ~ . ~ , ; , ~ . . , _ ~ , , _ - YIIIT ' . , ~ ~ _ - _ H C ~ ~ ~ , 2 ~ ~ ~ ~ , ~ z ~ ~ I RIP ~ ~ - ~ , ~ ~ , . RAr ~(~4{YV/y '1 ~ ~ O , ~ \ TO ] ~ ~ ~ . ~V ~ ~ \ U a ~ ~ ~ W ~ 0 O/'" r~ ~ p.µ~ ~ 0~ y v z
~ - ~ ~ ~o , . > , ~ . , ~ ~ ~ ~0 ~ C77 . v- ~ ~~.~,i ~ . ~ ~ h~i~f ~ + - _ i~ :~JIY*~; ~ . i,-~~ ~ ~ ~ u:~ ~ IN I '235.2 ~ , ~ t,~.~ ~ _ l`~ ~sGmJ2 d m= ra c ~ N r~. ~ - r~ o o W ~ ; y ~ ~ ~'Q`~s, . ,OP ELEV. 231.91 ~ \ ~a ~ o ~ O ~
. ~ n0 ~RIVATE ST RM ~ _ : CB#7~ r , 'J h7 ~ o R ~ ~ I~1V 4t1T,~2 ~d ~ " ~ ,w~ ~ 'l, IN .1Q i~ r a - ~ C~. IN. ~ASEMf T`~ TOP ~ EV. 237`~,4_ > `f ~ , , ~ ~ ~;~n'~` r~~ \ V U ~ 4, c~r 4> . IMV IN 226.24 ~ ~ ~
. ~ '+~3 CJ Sr ~0 ~1 U1 ~ '.f , w ~2~ , . ~ _ , , ~~JNV'•{N ~33.4~ . , • ~ ~ ~ ;i \ A° i~~,2 y~o~.s ; ~ ~ INVOlt~.226.U4 ~ \ DRAWN 6~ ~ G
~ ~ W . - , , , o ~ - ~ - y~ ~ ` r., J~~, ~ ~:E ° ~ (NVQU ~~33.~1 y ~r ~ , p~..~--E~ ~ s ~ 2 ~a r: ~ , ti,~ 1~ r` J' , ~ , . o V C~#?7~1 r~ u, ~ ~ i~` C~ rr~~.c" ~ 73 ~ " ~ „ i- y.ao 4~„ OZ~~ G~,, ,~r, t' \ ~ ~ a ` ~ ~o~ o ~ ~ ~ D R D
~ ~ ~ ^ ~ ~ z r n c~ . t~ TOR EL 23~ ~ a~ ~ ; ~ ` ~~Q~ Q . ~ , H ~e~,~,~a o ~ ~ F ~ ~ , ~ G~#57~ r~, ~ _ , ~ , ~ 0 ~p. o~ P ; a. ,F ~ ~ G ~ • f ~~y`i<'~ , A2~. ~ \ ~ ~~1 Q~ ~ ~ , ~ ~ . ; ~ , ~ , HECKED , ~
~ 9 26` ~ ~ Q x~ ~ ~ ~i,.~~, 0 . ~ ~ o~ - , Z~ INV OI~T 235.49 ~ 3 • . d • 0 Fl , , 3p~ . ~ - ~ , ~ , " ~ ~ _ ~ M M
~ 9:aFi . fl; ~ ~ PRI~~tT ~v1; i ~ i ~ ~ O~P~~ o ~ `fy ~ ~ ~QUT ~3S ~ w . , ~~RAIN. EI~T S~ ~ r} P~ rs i ~ ~ ~ ~ ' . z,.~ , GTH ~ ~ ~ O~ , -~o, Y,~. , ~ , ' ,..p c , 'z3 ~ c4~ ` r APPROVED ~ ~ ~ ~
~ _ _u~ 674 ~m ~~~'~v~ ~ ~ ~r~ ~ '~0 , . _ ~ ` p~p7 ~ , + , \ ~ - ~ - v~ o ~OPE ~ ~ a~;• 5 P ~ ~ s~ ~ a '~p 9 ' ~ ~ @~~ ~o~ i~uuini~ ~r ~ M M ~ `L~ P~ ~ ~ ~o~~ ~i
~ ~ ~ . 0.~~~0 ~ ~i~ ; i ~ a, ~~iuf?4~ 4^< ~ A'~ Q ~ ~ ~ ~ t . ~ r__ ~ , ,h~ ~ ~ ~ IA 2 . ~ O 0 ' f .t ~ ~ .?7~ ~ ~ ~ , - , ~ . ; . ~ ~ , TOP ~•~LEV.~ 238.92 ~ _ o ~22~ ~ ~ r + ~ ; f i U x . ~ E ~ ~ ~.+k . , . ~ ~1 - ~ . . . ~ h.~i,.~..a. . k~~'"2"`*" ~ . - g rt. . ~ ~ ~u ~ ~ A DATE START ~22 g ~ ~ 4~ Q~ ~~a < ~ ~ . . ~1, ~ . ~ ~ SI
~ . ~.~`.v.~~. . ' ` y ~ * 6 1 1 - R., 1 1' ~ .'3'C~~ ~ Q " a°n---"-~.-...~-,.......~.... w v.Y ~ ~ ' ~ • . _ . P ~ w..,....-.,.~....-.u_.e~.., . ~ . . ~ ~ ~ ' \ ~ . V c d_.. ~ _ . 4'~ 1 e.._._.. . . , y X a ~j,~~q ' _ ~ ~ Q~ ~Nt~ , ~ d ~ ~~i < 2 / : f~ ~ ~ ` ' OG~ ~ ~ ~ Ry~ ~ ~ ~ ~ JO CODE ~ ~ F~' ~o ~ ~ B
r. , ~ N ~ , , _ , ~ , ~ ~~I ~ , . . . QU ZJ~1. , . . d ..~1 ' er'~ _ ~ ' ` `J V T T ~y. ._r i ~ ~ , .--..d._ . . ~ - , . J.7 - - . , . ' a ~ c: ~ ~ ~ ~J , ~"1. I ? ~ _ _ ; W . __'~ti t t K . , : ~ r , ~ . , . ~ , . _ ~ , . ^ i ~ ~ tP z~,t~'~ ~ ~ , , - A1. -
~ w°StflP~~ ~ ~ . ~ ,.--,.,__,..u,~„_. 1 F • ~ . J ° . ._.~'~y~„= ,ryg% ~ . . . ° DIA~18in. R~p ~ , "'---~~r-,.,L-~=...? , ~ - _ ; C~#7~'` ~ 4 ` ry , _ ~.a ~ w: ' ~ ~w`°'.,: j ~ ~b a . , ~ ~~x ~ ~ , 0 - ~ ~t~~ Z2G,p~` ? o ~ = 6 • - • / " ~w a. ' , v , , L ..~';i~~ ~1 ~~i~ • , 1~ ~h . .
. ; r f . , . r . . 2... , 1~ , v. cn . lo-x DRAININC`a
~ f f..F , . a f _ LENG -~~tE~'~ 90. . ' - . GIN ~ .-f~ ~ ,^9d . A,~ ~d ~ ~i0 N0.
~ o TO EL~II: 2 37 110,00 o UBt~,C6#7.. ~~N?!; SLOPE ' ~ .3 QP O:fiO /a „ _ St % IN 76 I cB#58 OCIT-23 .34- °D!A ELEV: .,-Y~ OS~OO,~ l~~ ~ ~9 c? hNi t 1N~!
~ Dtp 95 ~ ; , RCP ~ 77C Z` ELEV. c ti ~ ~ ~ ~ C~#67 , IN",?29.51 V. 235.4$ E I , `LEUE
~ - V. ~ • ELE 2 ,2~`,-. i .AOUT 22$. IN IN 23ff.93 ~k ~ ~ TpP ELEV. ~.237.92 INV IN .~0 SPFtFADER~ a.r
~ _ - IN 1N~~Q:f3~- CN 230.92 ~ « ; Il I~~/OUT 234.26_. INVOU, -225.10 p ~ i- / a,
C C
N N ~ -
O