20050694 Ver 1_Complete File_20050422

4 of VA
rFR
C.
Cl)
i
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 8, 2005
City of Raleigh Public Utilities Department
Attn: Robert Massengill
One Exchange Plaza, 219 Fayetteville Street Mall, Suite 620
Raleigh, NC 27601
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 20050694
Wake County
Subject Property: Crabtree Creek Parallel Interceptor
Crabtree Creek [03-04-02, 27-33-(10), C, NSW (nutrient sensitive)]
Approval of 401 Water Quality Certification and Authorization Certificate per the Ncuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Massengill:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.36 acres of wetlands, 150 feet of streams, 11,221 square feet (ft) of Zone 1
and 7,051 square feet (ft) of Zone 2 of protected riparian buffers for the purpose of constructing the
proposed 11,800 interceptor line at the subject property, as described within your application dated April
7, 2005 and received by the N.C. Division of Water Quality (DWQ) on April 22, 2005 with additional
information received on June 30, 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3374 (GC3374). The
Certification(s) allows you to use Nationwide Permit(s) 12 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 213 .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. Also, 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 or CAMA 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 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
No
One
r Carolina
401 Oversight/Express Review Permitting Unit Naturally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper
City of Raleigh
Page 2 of 3
August 8, 2005
Amount Approved Units Plan Location or Reference
Stream 150 feet Sheets 1, 2 and 3 of 3
404 Wetlands 0.36 acres
Buffers - Zone 1 11,221 (square ft.) Sheets 1, 2 and 3 of 3
Buffers - Zone 2 7,051 (square ft. Sheets 1, 2 and 3 of 3
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands 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 six months of the date
that the Division of Land Resources has released the project.
5. 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 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Protective Fencing
The outside buffer, 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 buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B .0233 and GC 3374.
City of Raleigh
Page 3 of 3
August 8, 2005
7. Pattern and Profile for crossing
The pattern and profile above and below the crossing shall not be changed with the understanding
that the stream pattern and profile, including the flood plain, at the crossing will be restored to it
original condition.
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 or CAMA 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.
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 completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly at 919-733-9721 or Deborah Edwards at 919-733-9502.
Sincerely,
v gv?
Alan W. Klimek, P.E.
AWK/cbk/dae
Enclosures: GC 3374
Certificate of Completion
cc: Jeremy Rivenbark-Kimley-Horn and Associates, Post Office Box 33068, Raleigh, NC 27636-3068
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: S:\2005 Correspondence\20050694 Crabtree Creek Interceptor (Wake) 401 NBR.doc
Kimley-Horn
O and Associates, Inc.

June 28, 2005
Ms. Cyndi Karoly
Environmental Supervisor '
DENR - Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Re: Crabtree Creek Parallel Interceptor
Applicant: City of Raleigh Public Utilities Department
DWQ Project # 05-0694
KHA Job # 011063014
Dear Ms. Karoly:
0
P.O. Box 33068
Raleigh, North Carolina
27636-3068
L
dd as ?? ' i
l
JUN 3 0 2005
CENT - V,Ar?'-R CUAL:TY N
ti?ICTtlv'USii:?? .)IC'f?-:??A1 ER L?lN?.w
In response to your letter regarding the above referenced project, please find the
enclosed five (5) copies of the PCN application section and corresponding
figures, and plans. An additional copy of this form and associated documents
was submitted to Mike Horan of the DWQ regional office as requested. The
additional information requested is enclosed as outlined below:
1) Please indicate all buffer impacts on the site plan. The buffer impacts
have been added to the plan sheets and included on enclosed figures.
2) Please indicate the location of the protected buffers as overlays on the
site plan. The buffer have been added as overlays on the plans and
included as enclosed figures.
3) Your application proposes 3 crossings however, the soil survey indicates
the possibility of 14 crossings, please address this issue. The three
crossings presented in the plans and the enclosed figures are the only
stream crossing found to exist in the field. Please refer to the plan sheets
for survey conditions and the enclosed route photographs for crossing
and stream conditions currently.
4) The 3 proposed crossings are perpendicular crossings that disturb
greater than 40 LF of riparian buffer with a maintenance corridor
greater than 10 feet in width; this is an allowable activity within the
riparian buffer rules, which means we need to know the proposed
riparian buff er impacts. Please revise your Pre-Construction
notification to reflect these changes. The proposed disturbances to the
stream crossings have been revised and subsequently approved by the
USACOE and are enclosed along with the other requested information.
TEL [phone]
FAX [phone]
Kimley-Horn
® and Associates, Inc.
The PCN application has also been revised to reflect these changes as
well as the requested riparian buffer impacts.
S) [Neat is the proposed width of the maintenance corridor for all
crossings? All of the crossings will be within the currently maintained
100' easement containing both the existing interceptor and the proposed
parallel interceptor.
6) [hat is the re-vegetation plan for all crossings? The crossing will be
restored to along with the entire construction area to pre construction
conditions including an established grassed easement. Rip-rap will be
placed as shown on the plans to stabilize stream banks as necessary.
7) Please identify the proposed crossings on the fVake County Soils map
and the site plan maps. The proposed crossings are identified on the
enclosed Wake County Soils map and site maps.
Your expeditious review of this project is appreciated. We have all permits
necessary for construction short of this permit and the pending erosion control
permit which is contingent on this permit approval.
Please do not hesitate to contact me at 919-678-4133 should you have any
questions.
Thank you for all of your help,
KIMLEY-HORN AND ASSOCIATES, INC.
J remy Rivenbark, P.E.
Project Engineer
cc: File

OF W ArFgo Michael F. Easley, Governor
William G. Ross Jr., Secretary
CO REr"IED North Carolina Department of Environment and Natural Resources
'C JUN 15 1005 Alan W. Klimek, P.E. Director
Division of Water Quality
KIMLEY HORN June 10, 2005
ENVIR.
DWQ Project # 05-0694
Wake County
Page 1 of 2
CERTIFIED MAM: RETURN RECEIPT REQUESTED
City of Raleigh Public Utilities Department
Attn: Robert Massengill
One Exchange Plaza, 219 Fayetteville Street Mall, Suite 620
Raleigh, NC 27601
Subject Property: Crabtree Creek Parallel Interceptor
REQUEST FOR MORE INFORMATION
Dear Mr. Massengill:
On April 22, 2005, the Division of Water Quality (DWQ) received your application dated April 7, 2005 to
impact .036 acres of wetlands, 435 feet of stream and 0 square felt (ft) of protected riparian buffers to
construct the proposed interceptor line. The DWQ has determined that your application was incomplete
and/or 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 2B .0233(8) and
will place this project on hold as incomplete until we receive this additional information. Please provide
five copies of the following information so that we may continue to review your project.
Additional Information Requested:
1. Please indicate all buffer impacts on the site plan.
2. Please indicate the location of the protected buffers as overlays on the site plan.
3. Your application proposes 3 crossings however, the soil survey indicates the possibility of 14
crossings, please address this issue.
4. The 3 proposed crossings are perpendicular crossings that disturb greater than 40 linear feet of
riparian buffer with a maintenance corridor greater than 10 feet in. width; this is an allowable
activity within the Riparian Buffer Rules, which means we need to know the proposed riparian
buffer impacts. Please revise your Pre-Construction Notification Application to reflect these
changes.
5. What is the proposed width of the maintenance corridor for all crossings?
6. What is the re-vegetation plan for all crossings?
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htto://h2o.enr.state.ne.us/ncwetlands
None
Nor` iCaro ina
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

City of Raleigh Public Utilities Dept.
Page 2 of 2
6/10/05

7. Please identify the proposed crossings on the Wake County Soils map and the site plan maps.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
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 Ms. Debbie Edwards at 919-733-9502 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Permitting Unit
CBK/dae

cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Kevin F. Carter, P.E.-Kimley-Horn and Associates, Inc., PO Box 33068, Raleigh, NC 27636
Filename: 050694 CORCrabteeCrklnterceptor(Wake)hold
U.S. ARAIY CORPS OF ENGINEERS {{??yy"??ff„
WILMINGTON DISTRICT
Action ID. 200520836/37/38 County: Wake USGS Quad: Raleigh East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner / Authorized Agent: Mr.. Ro
1 ert MassenRill RFr 7 NE
Address: City of Raleigh JUN 2005
One Exchange Plaza
219 Fayetteville St. Mall, Suite 620 K`MLV-HORt
Raleigh, NC 27601 ttv1Po
Telephone No.: 919-8574540
Size and location of property (water body, road name/number, town, etc.): The project extends from Rogers Road
(SR 2517) along Crabtree Creek to Poole Road (SR 1007) and the Walnut Creek Lift Station on Banvell
Road (2551) east of Raleigh Wake County, North Carolina.
Description of projects area and activity: This permit authorizes mechanized landelearing and the placement
of fill associated with a sanitary sewer upIlradc Temporary impacts associated withAID# 200520837 include
60 linear feet of I over Walnut Creek Temporary impacts associated with AID# 200520836 include 0.36-
acre of herbaceous wetland within an existing utility casement, and 40 linear feet of an UT to Crabtree Creek.
AID#200520838 is associated with impacts to 50 linear feet of an UT to the Neuse River.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached Nationwide and Special conditions, the attached North Carolina Wildlife Resources Commission
conditions, and your submitted plans. Any violation of the attached conditions or deviation from your submitted
plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to continence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact drea Wade at 919-876-8441 x30.
Corps Regulatory Official Andrea Wade
Date: June 20, 2005 Expiration Date of Verification: Alarch 18, 2007
-2-
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued _ Action ID
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps
Wetland Delineation Manual and are adjacent to an unnamed tributary to Crabtree Creek in the Neuse River Basin.
The property also contains stream channels that exhibit an Ordinary High Water Mark as indicated by changes in
soil character and absence of terrestrial vegetation and are hydrologically connected to Crabtree Creek, Walnut
Creek and the Neuse River in se River Basi i,
Corps Regulatory Official: Wade
Date June 20, 2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Kimley-Horn and Associates, Inc, Attn: Kevin F. Carter, P.E., P.O. Box 33068, Raleigh, North Carolina.

r?,

??s rya ?',., `?,• ...
,.,r '? ,'? ?. ,°?,? a.?gg;??".,?, i ?
C a T S ilk r ?L' y,
.w ?? ?.1. •. •ti .w? ,_4 ,v LjF yf i!M? .> >+. v w'•?w1
..", ?^ •, -..7L M"=,8 if t ` „.. ? 'e.Y"A1' '` ? .?!l A? '1.? >??_','' .1.. j ?
? ? k •Y d 1t RX?.. '...„J? .t.,ti.. , .. 'Z"+"at.:rd ?8?rty"L"0iid FM'' w r• ° F??.?-1?n4 ?'',`l;.
L'
?? ? a''&,i` - `?` w';.? .? '.. h r s? :?Vb y '° +?,; `t'S" i
e NO 1? v.? - _ W e d :. g ?;? 1
S f '"v. r? ?" r «+"+? 4{.?, r' "4r??,N,:4a??^ ?" 7Pi4 i?.i•H it '?? ;r+r¢•a' v 4 '1S
V,2 (R SF
I 1' Qyy s1=
)4+-00
-31
1'13'1 SF
\ 19'{ D SF
1
l
No?
0 Z
l > >>)??
11 7
i//95+r'00 ?f?+00
I I lx
I 10 -
I
III
,
BENCH IE; r r
R[E
ELf}VAI ION =1 1 !27';

iE
a
N
r
Lri
Ln
0
0
N
m
N
EO
m
3
v
0
N
m
3
v
v
CD
0
0
Zone. :re,.+? = 191`1 SF
DATE KHA JOB SHEET
0® STREAM 1 IMPACT NUMBER 1 OF 3
Kimley-Horn and Associates, Inc. 06/29/05 011063014
IM14 DlA"l)-. I-Lltl ( WIIN Mt. [:UNGTYIS AND UL?IGNS PRESENTED HEREIN, AS All THSIRUMENT OF SER'AGE. IS WTENUED ONLY FUR THE SPECTFTG PURPOSE AND CUENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPEF
RELIANCE ON THOS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIWLEY-HORN AND ASSOCIATES INC- SHALL BE WITHOUT LIABILITY TO KIMEEY-HORN AND ASSDCIATES. AIC.
ti I
6 .SF
r` ? I i 1
? ?S
_; j? _ '-??-% X51 SF
13+00
1 BORE E'--
EL =.158.26
INV 01_1T=153.38
06'32»
I _
RE/ »p
15 9 \
j A1 y / \ ------
??
j i
i i I r
lA) ?c?? O? NCO SS'.n1 "' 6O , -
sF-
/ / Zones , ;...Q.?t? 3D(.3 SF
E 3 DATE KHA JOB SHEET
2=-in STREAM M 2 IMPACT NUMBER 2 OF 3
Kmley-Horn and Associates, Inc. 06/29/05 Oll 63014
MIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF .SERVICE. IS INTENDED ONLY FOR 711E SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PRE FD_ REVISE OE AND IUPROPER
-- - THIS UWUMLNI -KXIT WfCTTLN AUTHORIZATION AND ADAPTATION BT KIMLEY-HUNK AND ASSOCIATES. ING. SHALL DE MTHOUT LIABILITY TO KIMIEY-HORN AND ASSOCIATES, INC.
m
3
0
U
m
3
v
Cn
0
0

\ \ I

1 / J

1 1 1 } B-15 (f% 16

-
-
- -
\
,
??

I I
/
?I ? 4
I
510
I

1 Z.?? i `:•?p,Alt? = 3441 sf-
`'
!
I
1
? } 11

O DATE KHA JOB SHEET
0 STREAM 3 IMPACT NUMBER 3 OF 3
Kimley-Horn and Associates, Inc. 06/29/05 0 10
THI5 DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERNCF, 15 INTENDED ONLY FOR THE SPECFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER
RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIWEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT UABrUTY TO KIMLEY-HORN AND ASSOCIATES, INC.
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
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. Provide a written description of the proposed impacts: Mechanized clearing, excavation,
and backfill to pre-construction conditions
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
Wetland #1 Trenching 0.13 Yes Adjacent Grassy, existing easement
Wetland #2 Trenching 0.02 Yes 810 Grassy, existing easement
Wetland #3 Trenching 0.21 Yes Adjacent Grassy, existing easement

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fernajov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.36 acres
Total area of wetland impact proposed: 0.36 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma (linear feet Before Impact (please secif

Stream #1 Y:t.ir Tn54,%I
Trencliina tt;z.A
I k0 t Lower Trib. For
10
Perennial
Crabtree Creek
Stream #2 Trenching + Lower Walnut Creek 27 Perennial

Stream #3 Trenching Unnamed Trib. To 12 Perennial
Neuse River

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 8 of 13
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses. Gov. Several internet sites also allow direct download and printing of USGS maps (e.g., '.vww.topozone.com,
www.manquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 435" ISO
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres Name Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
none

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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 here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): none proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed 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 feasible. Also discuss how impacts
were minimized once the desired site. plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Stream crossings are planned for open trench excavation due to site constraints (tono and nine
dia.) and small nature of stream crossings at Stream #1 and #2. The route of the proposed
facilities is set based on existing City Right of Way and fixed connection points at each end of
the t?ravity facilities.
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetIands/stnn,gide.htm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed 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.
N/A - Mitigation is not anticipated as stream crossings-are perpendicular and wetland
impacts are less than 1 acre.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at llttp://h2o.enr.state.nc.us/wrp/index.htm. If use of
Page 10 of 13
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX.
X.
Environmental Documentation (required by DWQ)
Yes ® No ?
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs 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 (please identify NCV.sC )?
Yes
X No V__4 If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 11 of 13
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 t l I a :L l ----? NIA
2 ?, ?5 l --' N ?
Pam
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stortnwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Stormwater is addressed with proper erosion control measures. There is no additional
impervious acreage proposed with this project as the gravity sewer will be installed and the site
restored to pre-construction conditions.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This protect does not generate additional wastewater.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
Page 12 of 13
WAKE COUNTY, NORTH CAROLINA - SHEET NUMBER 60
LoD
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH, NORTH CAROLINA
05 otp g1{
CIP PROJECT NO. 345-8831-79202-975

N f
VIRGINIA f
NORTH CAROLINA
•
EDEN
OYl jxFD
50
85
IOUISpFG
fRECN11DR0
•
40 ,
70 DURHAM
WAKE FOREST
•
40
1
HILL
RALEIL
ADCIOL7 15 CARY•
un
64
•
•
ELAYFDI
501 1 •
40
BffPHO.ECT - FwIAr-vNUNA

SAKW 95

nWl N JWALL
PROJECT LOCAT70N

I h
n II\\l
? A f
n
o
1 f
o
R
/
64
??rf
440
?9? wANGO
}
CRA T.ICE
l ,;' PAPALEB M6iC8ECA
`
f ROAD I
l \
4
1
qO"Y ?L? `0.CE 1
?Hq
qN
40
a
J
SE
R?yDr
70

nuI Iu as.Att
PROJECT SITE
r?
o,?
,V 3 ? v
tiq .?R! S ?ri„t. ?
Kimleynalessiorn
and Associates, Inc.
U11UTY NSIALLATIONS -0 OTHER PUBUC
FACUTES. e1CLM"G SIDEWALKS AND NANDICAP
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE
BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO WSTALLED UNLESS A CHANGE
IS AUTNORIEED BY WRITTEN APPROVAL. PUBLIC
" SANITARY SEWER EASEMENTS ARE TO BE RECORDED
PRIOR TO FINAL ACCEPTANCE.
SIGNATURE
CHIEF ENGINEER:
DR. OF PUBLIC U71UTIES:
TRAFFIC ENGINEER:
CONSERVATION ENGINEER:
ATTEN77ON CONTRACTORS
The C..alnclia.CaNnater IOSPOnsible for sewer pump stations and
force mains, as approved in these plans, is responsible far comme•
the Central Eap-rinplkpartmeat at 33I-161 and the
Public Utilaw. Departmntat W-0.40at least
"brentr four bum prior to beginning any of their construction.'
Failure to notify both Clq Departuno In ad,onca of beginning
construction, will result In the Issuance of mass'sry lion, and
require relnstollalian of on), water or sewer tocllities not inspected
as a resul t of this notlficallon failure.
P.d.re to toll for Iupectioe,lnlW.Dowwream Plq, hove
" Perseacd Plam on the fabsit., or any other Violsws of Cifyof
Rdelpb Standards will result In a Pier udPe.vihkTadmiee
from future work In the City of Raleigh.
Public
Sewer Collection / Extension System
The City of Roleigh consents to the connection and extension of the
Min public sewer system as shown W this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Clly's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit {
Authorization to Con3"cl
Date
REVISIONS

NO. DATE DESCRIPTION BY
This document, together with the concepts and designs
presented here in, as on Instrument of services, Is Intended
only for the s pecific purpose and client for which it was
prepared. Reuse of and improper reliance on this document ft
without Written outhorization and odaptation by

and Auociales,
Inc. shell be without liability to Nmley-Mom ??m
and Associates, Inc.

ABBREVIATIONS
ANCHOR BOLT FAB FABRICATE MAINT MAINTENANCE S
ALTERNATING CURRENT/ F&C FRAME AND COVER MAIL MATERIAL SAN
ASBESTOS CEMENT FWC FRAME AND GRATE MAX MAXIMUM SBL
ACOUSTIC TLE FC FLUSHING CONNECTION MECH MECHANICAL SON
AREA DRAIN FD FLOOR GRAN MEMB MEMBRANE SD
ADDITIONAL FDN FOUNDATION MET METAL SECT
ADJUSTABLE FE FIRE EXTINGUISHER MFR MANUFACTURER SERV
ABOVE FINISHED FLOOR FF FINISH FLOOR MC MILLION GALLONS
W
AGGREGATE FH FIRE HYDRANT MGT MILLION CALLONS PER DAY SF
ALUMINUM FN FINISH MH MANHOLE SHT
ALLOWANCE /ALLOWABLE FIX FIXTURE MIN MINIMUM SI
ALTERNATE F. FUSHINC/FLOOR MISC MISCELLANEOUS SIM
APPROXMATE FLEX FLEXIBLE MJ MECHANICAL JOINT SJ
ARCHITECTURAL FLC FLANGE MLDC MOLDING SPEC
ASBESTOS FLUOR FLUORESCENT mo MASONRY OPENING s0
ASPHALT FLXC FLEXIBLE CONNECTION MOD MCCIFY/MODIFIED SS
ASPHALT TILE Fu FORCE MAN MON L40N'UMENT SST
FPRF FIREPROOF MOT MOTOR ST
FRP FIBERGLASS REINFORCED MTD MOUNTED STA
POLYESTER LAMINATE MTC MOUNTING STD
FT FEET MOLT MULTIPLE STC
- FTC FOOTING/FITTING SnA
BORING FURR FVRRING/FURRED STL
BOARD S
R
BOTTOM OF FITTING ELEV SUB
BUTTERFLY VALVE SUP
BITUMIN OUS SUPT
BASELINE SUR
BUILDING LINE SUSP
BUILDING SW
BLOCK N NORTH $WBO
BENCH MARK NA NOT APPLICABLE SIND
BACK OF CURB C GAS/GAS USE NF NEAR FACE SYM
BOTTOM - CA GAUGE NOW NATIONAL GEODETIC VERTICAL DAT UM
6EARINC CAL GALLON NIC NOT IN CONTRACT
BRICK CALV GALVANZED NO NUMBER
BRONZE GC GENERAL CONTRACTOR NOW NOMINAL
BASEMENT CEN GENERATOR NPW NON POTABLE WATER
BOLT C GALVANIZED IRON NTS NOT 10 SCALE
BUILT-UP ROOFING CL CLASS
BALL VALVE CPU GALLONS PER u;NUTE
OR
' GRADE T
CV CATE VALVE T&B
CW CUY WIRE T&G
GWD GYPSUM WALL BOARD TAN
CLOSET/CARPET/CHANNEL CAT GLAZED WALL FINISH TBM
CABINET GYP GYPSUM CC ON CENTER TO
CATCH BASIN W OUTSIDE DIAMETER TDH
CENTER TO CENTER OF OUTSIDE FACE TECH
CONSTRUCTION EASEMENT OFF OFFICE TEL
CEMENT OPER OPERATOR TEMP
CERAMIC CPNG OPENING TEN
CUBIC FEET _ OPP OPPOSITE THERMO
CUBIC FEET PER MINUTE ORIG ORIGNAL THK
CAST IRON/CUBIC INCHES OT OPEN TRUSS THRU
CAST IRON PIPE OVHD OVERHEAD 700
CENTER LINE H HEIGHT TCF
CHLORINE HOW HARDWARE TOM
CEILING HEX HEXAGONAL TOS
CAUJOINC Hu HOLLOW METAL TOW
CLEAR HORZ HORIZONTAL TOL
CORRUGATED METAL PIPE HP HORSEPOWER TPs
CONCRETE MASONRY UNIT HPT HIGH POINT TRANS
CLEANOUT
H
M
A
P
R
P
L TYP
COLUMN AC E
TMR,VENTILATION AND O CURVE/PIECE
OINT OI
CONCRETE
CONSTRUCTION AIR CONDITIONING PCC POINT OF COMPOUND CURVE

CONTINUOUS HW
HWL HOT WATER
HIGH WATER LEVEL PCF POUNDS PER CUBIC FOOT

CONTRACTOR
HWY
HIGHWAY PE LINING POLYETHYLENE LINING

CORPORATION
HYD
HYDRAULIC PERF
PERP PERFORATED
PERPENDICULAR
UG
CORRIDOR
CONCRETE PLANK PI POINT OF INTERSECTION UH

COURSE
k PROPERTY LINE LATE UNAN
CE AMC TILE PNL PANEL UR
CONTROL JOINT PP POWER POE UTIL
COPPER PREFAB PREFABRICATED
CHECK VALVE PRV PRESSURE RELIEF VALVE
CCLO WATER PS PUMPING STATION
CUBIC YARD PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
I IRON PT POINT OF TANCENT/PANT
10 INSIDE DIAMETER PTN PARTITION

IF
INSIDE FACE
PV
PLUG VALVE VAC

DIRECT CURRENT
IN
OUCH
PVC
POLYVINYL CHLORIDE
WP
VAT
DETAIL INCL NCLUDED PVC POINT OF VERTICAL CURVE
ORINKINC FOUNTAIN INF INFLUENT. PN POINT OF VERTICAL INTERSECTION VENT
DIAMETER INS INSULATION PVMT PAVEMENT ?T
DIAGONAL INT INTERIOR PWT POINT OF VERTICAL TANGENCY VOL
DIMENSION INV INVERT PIN POTABLE WATER
VP
P
DUCTILE IRON PIPE V
DISCHARGE
DISTRIBUTION
DOUBLE JOIST OTY QUANTITY
DEAD LOAD
DOWN J JOIST
DOZEN ,O JUNCTION BOX
DOOR JCT JUNCTION
-DRAWING J1 JOINT
DOWY1 R RADIUS/RISER W
FLOP REINFORCED CONCRETE PIPE W/
RD ROAD/ROOF DRAIN WC
RECIR REORCUTATIGN w:
RECP RECEPTACLE WH
EAST/EASEMENT RECT RECTANGULAR W
EACH RED REDUCER

ECCENTRIC
REF
REFERENCE %l
EACH FACE L LENGTH/ANL'7E REG REGISTER WO
EFFLUENT LA LINE AHEAD RUNF RONFORCING W//o
EXIST IRON PIPE
LAB
LABORATORY REM REMOVE

ELEVATION
UM
LAMINATED
REDD
REWIRED WPFC

ELECTRIC/ELECTRICAL
LAT
LATERAL
REST
RESTRAINED MPT

ELBOW
LAV
LAVATORY
REV
REVISE ?
ENGINEER LH POUND/UNE BACK RF ROOF WSP
ENTRANCE LF LINEAR FEET RFG ROOFING WT
EDGE O GRAVEL LC LONG RJ RESTRAINED JOINT WV
EDGE OF PAVEMENT LL LIVE LOAD RM ROOM WWF
EQUAL LIH LONG LEG HORIZONTAL RNO ROUND
EQUIPMENT LLV LONG LEG VERTICAL RD ROUGH OPENING
EACH WAY UP LIGHT POLE RPM REVOLUTIONS PER MINUTE
EXSTINS LP1 LOW POINT RR RAILROAD
EXCAVATE LT LIGHT RT RIGHT
EXHAUST LTC LIGHTING RTU REMOTE TERMINAL UNIT
EXPANSION LVR LOUVER RW RAW WATER YD
EETER:OT LW, LOW WATER LEVEL R/w RIGHT OF WAY YR
_ ` a+ G
INDEX TO SHEETS = PROJECT` NOTES
SHEET DESCRIPTION C1ENERAL NOTF?
.
SOUTH/SLOPE NO.
SANITARY
SURVEY BASELINE I. ELEVATIONS SHOWN ARE N FEET ABOVE MEAT SEA LEVEL
d
x
SCHEDULE COVER SHEET 2. TYPICAL DEPTH OF COVER FOR "ED INTERCEPTOR SHALL BE ALIGNM ENTZMANHOLF GEOMETRY
STORM/SITE DRAIN - 5 FT UNLESS OTHERWISE SHOWN OR SPECIFIED.
SECTION 1 INDEX, GENERAL NOTES AND ABBREVIATIONS 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
/p
SEANCE
SEWER
2
PLAN AND PROFILE
ST WIN CAROLINA POWER AND LIGHT COMPANY ANY ADDITIONAL
SUPPORT
L POWER POLES 065
H
P MH NO.
-------- PI STA.
""-"' "" NORTHING --
"""°"" - --------- EASTNc ---- ----- DISTDIST
BEARING
SOIARE FEET ,
A 0+00 TO STA 10+00 TRENCH
EXCAVATION. AL
BY
WORK SHALL BPAC)
SUC
SHEET THE CONTRACTOR. 0.00 728603.40 2137260.20
SQUARE NCH 3 PLAN AND PROFILE, STA 10+00 TO STA 20+00 4. LOCATIONS Or EXISTING SHOWN U74JMES IS APPROXIMATE. 3.71 IN 15-15"" w
SIMILAR
STEEL JOIST CONTRACTOR SMALL BE RESPONSIBLE FOR FIELD VERIFYING 0.05.71 728606.49 2137258.14

SPECIFICATION 4 PLAN AND PROFILE, STA 20+OD TO STA 32+00 EXACT LOCATION, ORIENTATION AND ELEVATION OF EXISTING
UTILITIES PRIOR TO EXCAVATION FOR THE INTERCEPTOR. 306.19 N 09-36-13 W
SQUARE
SANITARY SEWER
5
PLAN AND PROFILE
STA 32
00 TO ST
42
00
5. COORDINATES SHOWN ON THE ORA.NGS ARE BASED ON THE 1 3.09.90 726906.]9 21J7207.06
62.45
N 09-35-13 W
STA
ESS STEEL ,
+
+
A NORTH CAROLINA PLANE COO"NAIE SYSTEM
INL

STREET REET .
2
3.9235
72a9a9.59
213719].31
6 PLAN AND PROFILE, STA 42+00 TO STA 53+00 6. THE CONTRACTOR SHALL NOTIFY THE ENUNECR IMMEDIATELY
SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED NAT VARY 26674 N 11-43-58 E
STANDARD FROM THE INFORMATION PROVIDED N ME CONTRACT DOCUMENTS. 3 6.56.09 729247.92 2137246.94
STORAGE
P 7 PLAN AND PROFILE, STA 53+00 TO STA 64+00
1
A
NIFAEL^idv
GOG7 +140 " 54-15-10 E
STARU
ShLL .
LL
TRENCH BEDDING SHALL BE TYPE 8 4 11.2650 729321.67 2137631.94

STRUCTURAL 8 PLAN AND PROFILE, STA 64+00 TO STA 76+00
D
EROSANp SEDNENIATI
TR 64217 " `]'"-° E

SUBSTITUTE .
ON TH CON
OL DEVICES SMALL BC
INSTALLED LL L1ED ACCORDING DING TO THE CONTRACT DOCUMENTS AND
5
17.70.67
729989.82
I13aO71.51
SUPPLY
SUPERINTENDENT 9 PLAN AND PROFILE, STA 76+00 TO STA 88+00 AS DIRECTED BY THE ENGINEER. ALL DEVICES SHALL Bt
MANIANED SUCH THAT THEY F
NCTION AS
NT
N
TH 124.92 N C7-19-40 W

SURFACE U
I
E
DEO.
E
STONE FROM CHECK DAMS AT CULVERT CUTLETS SHALL BE
5 -
15.95.59
730114.64
21x06643
SUSPENDED i D PLAN AND PROFILE, STA 88+DD TO STA 100+DD
USED AS ENERCY WSSIPATCRS AT CONSTRUCTION COMPLETION.
527.84
N 45-45-00 W
SWITCH 9. THE MINIMUM TRENCH WOTHS SHALL BE N STRICT ACCORDANCE 7 24.2142 73048195 31375aa.34
SWITCHBOARD
D 11 PLAN AND PROFILE, STA 100+00 TO STA 112+00 WITH THE 'TRENCH EXCAVATION UNITS' AS SHOWN ON 41267 M 27-34-03 w
SI
E WATER DEPTH
SYMMETRICAL THE ORAWNOS. a 25+36.09 73Oa4a.17 21!7491.36
12 PLAN AND PROFILE, STA 112+00 TO STA 124+00 10. UNLESS OTHERWSC INDICATED. ALL EXISTING GRADE ELEVATIONS 529.71 N 04-36-05 W
SHOWN ARE ALONG THE NTERCEPTOR AUGNMENT. 9 34+55.81 731476.46 2137446.84
13 PLAN AND PROFILE, STA 124+00 TO STA 132+20.92 11. TRAFFIC ISLANDS. CURBS AND CONCRETE DRIVEWAYS SHALL BE 366.62 N 69-1S-0a w

"
" REPLACED TO THE FIRST EXPANSION JOINT BEYOND NE TRENCH 10 38+3242 731506.37 2157104.00
14 LINE
B
- PLAN AND PROFILE
STA Ot00 TO STA 12+60
00 EXCAVATION LIMNS AND TO THE FLU WIDTH. TRAFFIC ISLANDS, 42199 N 70-Sa-33 W
,
. CURBS AND CONCRETE DRIVEWAYS SMALL MATCH EXISTING.

15
LINE "B"- PLAN AND PROFILE
STA
TO
T
33 SEE SECTION 7 OF THE SPECIFICATIONS OUTLET STRUCTURE 47+56.41 73174..50 2136703.15
A 15+94.
,
0+00
S
Il. BURIED TELEPHONE AND DATV CARIES (FIBER OPTICS AND 641.62 N 44-30-43 W
TREAD
TOP AND BOTTOM CONVENTIONAL) ARE KNOWN TO VARY DUE 10 INSTALLATION
TH INLET STRUCTURE 46.9603 73220104 2136231.34

TONGUE AND GROOVE D1 MISCELLANEOUS STANDARD DETAILS OR COORaNAnNG MTH
ATHE CR UTILITY TYLCOPAUNY TO(o RAVINE 109.93 N 44-30-43 w

TANGENT
TEMPORARY BENCH MARK

D2

MISCELLANEOUS STANDARD DETAILS SPECIFIC CABLE LOCATIONS AND NOTIFYING THE ENGINEER

OF THE
EXACT ELEVATION of THE CABLES. THE CONTRACTOR
SHALL BE RESPONSIOLE FOR ALL COSTS ASSOCIATED WTH
It
Sa07.96
732280.43
2136176.27

66.11

48-57-49 W
TOP OF CURB
TOTAL DYNAMIC HEAD
D3
MISCELLANEOUS STANDARD DET/JLS LOCATING. RELOCATING OR REPARNG BURIED CABLES ALONG
THE INTERCEPTOR ROUTE. 12 52.74.07 732455.14 2135975.55
15711
N 34-57-00 W
TECHNICAL
TELEPHONE 13. M CONTRACTOR SHALL PLACE 3 TO 4INCHES OF SAW OR 13 3«61.16 732606.51 213566636
TEMPERATURE D4 MISCELLANEOUS STANDARD DETAILS
SCREENINGS ON ALL ASPHALT SURFACES THAT ARE AFFECTED
BY THE INSTALLATION OF THE INTERCEPTOR
589.95
N 22-17-59 W
TERRAZZO
THERMOSTAT
D5
MISCELLANEOUS STANDARD DETAILS .
IA THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY
"
6o,s1.13
13J154.N
117x4.,5!
403.34
N 54-55-35 W
THICK NCDOT ALONG STATE ROADWAYS ANO CITY STREETS AS
THROUCH
D6
JUNCTION BOX & INVERTED SIPHON NO
1- INLET STRUCTURE PLAN
REQUIRED BY THE CITY CR AA flGN.
5
64.51.17
IAxfi.Il
7175314/1
54L14
N 1a
22
35
OF
TOP OF DECK .
15
THE CONTRACTOR SHALL REMOVE AND REI
TA
XISTI
G -
w
-
TOP OF FDanuc
TOP OF MASONRY/MANHOLE
D7
INTERCEPTOR CONNECTION- JUNCTION BOX .
NS
LL ALL E
N
FENCE AS REQUIRED FOR PIPE INSTALLATION. ANY ADDITIONAL 16 69+94.61 733898.70 2115144.12

TOP OF SLAB FENCE MATERIALS REOUIRC) SHALL BE PROVIDED BY THE
CONTRACTOR
T NO A
I x7.a4 N 13-26-34 W

TOP OF WALL
D8
INVERTED SIPHON NO
1- INLET STRUCTURE A
DDIT
ONAL COST TO THE OWNER.
°
73+52.45
734246.74
3135060.93

TOLERANCE . 16. TIC CONTRACTOR SHALL FLRIMSH AND NSTUL AL SHEETING

R 33025 N 21-04-06 E
TAISTED PAIR SHIELDED
TRANSFORMER
D9
INVERTED SIPHON 4.0
1 - OUTLET STRUCTURE EWIRED FOR THE INSTALLATION OF THE INTERCEPTOR, ALL
EXCAVATIONS SHALL BE KEPT WTHIN THE DESIGNATED EASEMENT
is
75+5170
73455492
21x179.65

TYPICAL .
WIDTHS. EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TD 196.94 N I3-11-53 W

D10
INVERTED SIPHON NO
2- INLET STRUCTURE A MINIMUM. SHEETING SHALL BE INSTALLED AS REWIRED TO
PROTECT EXISTING UTILITIES.
9
5wa.a4
nn465s
Ilssu..e9
e
. 55525 N 53-5
-00 W

D11
INVERTED SIPHON NO
2- OUTLET STRUCTURE 17. PLACED RIP-RAP SHALL HAVE A MINIMUM DEPTH OF 24-INCHES
AND SHALL HAVE A u rn OF SYNTHETIC GEOTEXTILE SEPARATOR 7D 94.]4.90 7]505742 213467454
.
PLACED BETWEEN M SOIL AND STONE. 451.24 N 56-09-34 W
UNDERGROUND
Ia. OWNER WILL FURNISH DESCRIPTION OF EASEMENTS UPON REQUEST.
21
88,56.14
7x30671
2134299.74
805.75
N 56-09-07 W
UNIT HEATER
UNFINISHED 19. SEE SPEOFICATON SECTION SC AND SECTION J FOR SPECIAL II 96301.90 715757.51 2133630.55

URINAL CONSTRUCTION RCSMCTION S WTHN WEILAND AREAS. 630.90 N 11-49-C3 W
UTILITY Nii 15
30. P
T 13 103,22.80 7x375,03 1133501.34
ERPENDICULAR FROM B CKSGNT SURVEY
BASELNE 514.41 N 44-33-06 W
21. INSTALL CURB NET SEDIMENT CONTROL AT ALL CURB INLETS. 24 10a+37.20 7311739.50 213313633
SEE DETAIL 305. 455.84 N 45-11-49 W
22. CONCRETE CURB AND GUTTER SHALL BE REPLICA N ACCORDANCE 25 112.93.05 737060,72 3132BI4.89
WITH DETAIL 2DI. V183 N 69-it-21 IN
VACUUM CONTRACTOR SHA
U
INST
FT

VINYL ASBESTOS TILE LL
.
ALL A
HIGH ORANGE WARNING BARRIER
FENCE ALONG ENTIRE LENGTH OF EXISTING 50' t 65' NTERCEPTOR 25 120+95,88 737357.49 213206693
67127
N 95-29-16 W
VITRIFIED CLAY PRE AT A PCNT 10 F T TO THE NEW INTERCEPTOR SIDE OF THE CENTERUNE
VELODTY
14 OR EXISTING NTERCEPTOt CONTRACTOR SMALL LIMIT EQUIPMENT 27 127,69.17 737410,45 2131397.74
1HU1iNC/YENTILAiIOIi LOADS OVER EXISTING 60' Y fib' INTERCEPTORS TO LIGHT TRUCK 446.84 N 84-56-41 W
VERTICAL VEHICULAR TRAFFIC WEIGHTS CONTRACTOR SINAI NOT STOCKPILE

VOLUME EXCAVATED MATERIALS ON TOP OF EXISTING INTERCEPTOR. JUNCTION BOX 132.15.99 737449,63 7130952.64
VENT PIPE 24, ALL STORM GRAN RCP SHALL BE CLASS IV.
VINYL WALL COVERING
LEGEND
MATERIALS
WEST/w,DTH GRADE OR EARTH ? ROCK
WTH
WATER CLOSET
WDE FLANGE
ASPHALT PAVING
®
STEEL
WALL HYDRANT
WROUGHT IRON
WATER LEVEL
WATER LINE
SAND
I I
INSULATION
WINDOW OPENING
WITHOUT
WATERPROOF
®
GRAVEL
B
WATER SURFACE
WATER PROOFING
WALL PENETRATING TYPE
WATER SURFACE ELEVATION
WEATHERSTRIP
CONCRETE
®
GRATING
WEIGHT
WATER VALVE
WENDED MERE FABRIC ,:?;-!rL CONC. FILL OR GROUT CHECKERED PLATE
® CONC. MASONRY UNIT ® GLASS
YARD
AR BRICK ® W
OOD BLOCKING
YE
SYMBOLS
---- W ----EXIST. WATER LINE -SS- PROPOSED INTERCEPTOR
----SS----EXIST. SANITARY SEWER -Q PROPOSED SEWER MANHOLE
C=======7 EXIST. STORM DRAIN 04 NEW WATER VALVE
---- E ----EXIST. ELECTRICAL
-CF- STCRU DRAINAGE STRUCTURE
---- T ----EXIST. TELEPHONE
?- REDUCER
--- C ----EXIST. CAS
-? BLDWOFF ASSEMBLY
---C> { FH EXIST FIRE HYDRANT
-BACKROW PREVENTER
------ EXIST SAN SEWER MH
PROPOSED FIRE HYDRANT
----0o----EXIST. VALVE
--?- -PROPOSED WATER METER
6 AP SOIL BORING/AUGER PROBE WM ? EXST, WATER METER
Q SR SEISMIC LINE PP C EXST POWER POLE
CO 0 EXIST. SS CEANOUT
SECTION AND DETAIL KEYING
DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:
(A) A SECTION CUT ON DRAWING 3 IS IDENTIFIED AS FOLLOWS:
SECTION LETTER
A
6 DRAWING WHERE SECTION IS SHOWN
(B) THE SECTION SHOWN ON DRAWING 6 15 IDENTIFIED AS FOLLOWS:
SECTION LETTER
A DRAWING FROM WHERE SECTION WAS TAKEN
3
DETAILS ARE REFERENCED BY A UNDUE THREE DIGIT NUMBER
AND ARE SHOWN ON THE DRAWINGS BY ONE OF TWO METHOOS:
20.1 REF<RENCED ITEN
OR:
SET 203 REFERENCED ITEM
DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN
THE BACK OF THF ORAWINCR
PFrl
LINETY.
-
PROPOSED ITEMS
EXISTING ITEMS
- - - PROPERTY LINE
- - -- EASEMENT UNE
----------- HIDDEN ITEMS
DEMOLITION ITEMS
----- CENTER LINE
MATCH LINE
EXIST GROUND PROFILE
CREEK / DITCH
EXIST EDGE OF PAVMT

.. ., a.: -
j NOTES,

- ? .. "- --? _
"---- Q, ° n -- -`? ?x9 -
i I I .' o rf ` ^J
ED

+
'?? I LJ
/ 1
m ! I ( i Q?? ,.CR ILRIJI?L IRU?VJLV? J V
66" SANITARY EWER 0'
x

P -
,T. - - ..-.. _.-.e
1.'-7HE INVERT -SHOWN FOR THE-WALL PIPE.-IS..BASED-0N THE BEST .
-AVAILABLE DATA FROM RECORD DRAWINGS PROVIDED BY THE

CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT AND A 2000
SURVEY. THE ACTUAL INVERT OF THE WALL PIPE SHALL BE
?
__
,
r
?
O
Z
o I 1 I ??o `F I - 1
Z P-)
`
` %
, 0
DETERMINED PRIOR TO STAKING. THE ACTUAL ELEVATION SHALL
I
?oJ
\ I
I
<
W
I 4
I
/ BE REPORTED TO THE ENGINEER AND VERTICAL ADJUSTMENTS
y \ 1 = Ly' ?
I
1
I h\
' MAY BE REQUIRED TO ACCOMMODATE ANY CHANGE

4' SAN SEWER ' 4+00 - Do, 3
`? \
% / % ---- - -
I I 1
'
'-`'
-
-
\ I 16+0G

/ ^ \ -- •
-
qJ?
??? 2. CONTRACTOR SHALL INSTALL 4 FT HIGH ORANGE WARNING
BARRIER FENCE ALONG ENTIRE LENGTH OF EXISTING
INTERCEPTOR, AT A POINT 10 FT TO THE LEFT OF THE

FROM WALNUT CRFEK
m ? 1
., I
43 5
I l 1 - - _ N 4L
8 E
Q63.74
?
?
1
`
' ?" `
- \
_
! \ \ CENTERLINE OF EXISTING INTERCEPTOR. CONTRACTOR SHALL

IPMENT LOADS OVER EXISTING INTERCEPTOR TO UGHT
LIMIT EQ
\ •,
\
`
. _
?
\
\
D
\ U
TRUCK VEHICULAR TRAFFIC WEIGHTS. CONTRACTOR SHALL NOT
P
F
T
G
I I
`I \ ?
" O_ V_? \ \ EXIS
IN
O
STOCKPILE EXCAVATED MATERIALS ON TO
INTERCEPTOR.
i
I
..%-i.
I?.
1 I ?'•'' ." "i-? %=? ` =T-Y''.(?-Y'?r:`??? \ I \ --_ `- 3. CONTRACTOR SHALL VERIFY EXACT LOCATION, ELEVATION,
ALIGNMENT AND MATERIAL OF PIPE BEING CONNECTED TO PRIOR

?
II I

I I I ? I\ 1•\ _r ?/ ? ?"?~Aq? Z,,By ?i-' -- -_ ?? `;\`\ \`?-`?, /\,.\-?
I I I z __? 'f ?? r.X-66.•?V''?j?:: / ?_ - - _ _---`\\\ .\; /. (\'C.,.\ \

\ /I \\ \
Al
\ I \ \`

\ ,
? B `? TO ORDERING MATERIALS

.
1\' ` 1 I I I
?
I
? j I I i ?.Sf Y,,,? / /e j"%??" _-_-`'` •\ -__
fi'ts' / `?
.
r^
'
,?' :
\
• ? ?\ `
\\.._ / /
/
\
?
` AJ, 1 ?U
1 1 \
0
J,
e}, I
I
`1 , ? \
•
O
?
,/ / -
s ,
\,' ,
? .
\
\
\\ ?.
\ ,
1 1 1 k?\C(??hly??Or) 'Y l0

I 1
1
I
1 I rl
j3Q LF SILT ANr'yeyRP

" /"'? ?
•
?'/, \ FENCE e
~
\?\`•- \ / - 1\\ 11 11
\ l
/ I
1
' I
1
I I h
1
1
1 1
11
1'
I .
?
,%'% /i ____• ?- \ 4+J4?
•fl . //
\ \\\ \
/
" \ 1 \ \I 1 yx \

\
1
t
`
1
1
1
,
_ .
T SEDIMENT TRAP•/I0
OP ELEVA710N. 189. ,
,'? - / f
\
•,
?? \\
\ \ •\ R
--
'
IVSPH
aa11 INLET BOF
-?
`IyoPl11 ?` eo\\\ BOTT
."' P?
SEE$HEET 15 FOR INTERCEPTOR,UNE 8 Fon WE
'AyD PROFILE DIMENS OM ELEVATION IES.D •?
IR ELEVATION . 1Be.5o I I
IONS 0 WER .20'.40' \ -__-
\ \ -t--
'• _
\ \\ \,
\
tl
-- - o
mot' 0
Z
O?
' WEIR LENGTH • 10 FT \
ROPDSEDINTERCEPTOR CONNECTION
ozw
JUNCTION BOX, STA 12+42.31 'LINE B% a 2 In

Y SEE SHEET D7
J `
PROPOSED INVERTED SIPHON N Y
' CETERLINE EXISTING
56* SANITARY SEWER
SEE NOTE i• TrP

\

?'
D ' y`--
, INLET STRUCTURE, SEE SHEET
8
t?SEE SHEET 14 FOR INVER?HON NO.1
PLAN AND PROFILE
F
48" RCP TO REMOVED lF SILT
FENCE

GRAPHIC SCALE
v o9 BY CONTRACTOR
PAN
( IN FELT )
Iw-•n?
Q O
J
co m 1 Icce • 40 tL
. . . . . . . . . . . . . . . . . . . . . . .
awl ID
^.
. . . . . . . . . . . . . . . . . H)000 N r, . . . . . . . . . . . . . (Ow".

o. nr J1)
mCi
.
}
III
Q_Z>.
. . . .
. . . .
. . . .
. . . .
. . . .
? :
fir Z?
c
_J H•
??
198

?
o? 0
lid
.
N
z .
. . .
. .
. . . .
. .
. . . .
. . . .
. . . .
. . . .
1 ~RZQW ? '_
u
F ?
?F . . . . . . 3
f/1C_mE11
- EYS wG UAC

"STING SAN
pl HONG

SEWER
. . . .
. . . .
. . . .
. . . .
x ?W . . . . . . . . . . . . .
93

r-_ E
E ISTINL GRADE AL
[STING Sul SEWER c
. . . .
. . .
i,
. . . .
. . . .
. . .
. . .
. .
. . . .
. . . .
. .
. . .

. . .

. . . .
`.\
. .\
. . . .
. . . . . . . .
. . . .
. . . . . . . .
. . . .
. . . .

. .

i
- _- --

- /
,.
. . . .
. . .
. . .
. . .
. . . .
. . . .
. . . .
\\ .
. . . .

188
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \\ . . . . . . . . . . .

I. . . .
.... . . . .
.... . . . .
....
EXISTIN . . . .
....
G INTERCEPTOR . . . .
....
... . .
.. . . . . . .
.... . . . .
.... . . . . . . . .
.... . . .
... . .
... . . .
.... . .
.... . .
.... . . . .
.... . . .
....
....
.... . .
.... . . . .
....

B
ExISTW
NV EL 56• RCP WALL F
Y•111.05. SEE NO 'TING
I
. . . .
. . . .
. . . .
-----

309.90 LF

66" RCP

"
66

RCPr.

263.74

LF 0 0

08 7.

6

- RICH

SS IV

v

'

. . . . . . .

. . . . . . . .

. . . . . . . .

. . . .
178

. .
. .
. . . . . . CLA Sill. . . . .
----- ----- --

-----

---
_
?---
_
_
------

?T
--
-r----

. . . .

. . .

. . .

. . . .

. . .

173
... .... ....
PRO
FILE
..
.
. . . .
. ...
. .
. . . . . . . . . . . . . . . . . . . . . . . I'"40 HOR 2. . . . . . . . .
. .
1'. 4
VERi
165
a 01
GO - h
t0 M]
m H
01 Y7
m N
UI d
Cl
m
c? 10
CO
O+FdI d-nn FlM
Ri nl1
_n

MATCH`UNE'STA 20+00
\ \ SEE SHEET 3 FOR CONTirJUArlnu

( I I
I I

/ ` \ !
\ t V I I
tTTK Ix BARRIUO[ I I I I I I / /
/ i l! SEDIMENT TRAP /3
TOP ELEVATION 185.0
BOTTOM ELEVATION . 181.0

! I /1 I
\\ 1

I
TEuPORART GRAVEL CONSTRUCT) ON-
o
i' I i , ,•

1 I I /
; WEIR ELEVATION 184.5
s DIMENSION 0 WEIR . 15'.40'
WEIR LENGTH . 4 FT
11 !1 r I .?
ENTRANCE/EXIT, TIP, SEE DETmL
NzaI `
TYPE 1 DITCH 1 I! /1 N!' !!' / \
/
INING 1 / \ `•\ \ \\ `??\
\
\ \
'' ` \,` / i \- l (\\l `" Z v
?'°s TYPE I DITCH I i T
}1 t \
\ \
- /,\\I
? \
(
L
?A.-?
` /
I
` \
/
•
/ t
I
,
\
?,
, \ I 999
LINING ,, .q?l ! 1t e `t 1
CID
1
\ _
1 I
s a gs , '
NE PROPOSED T
CENTERLI 'F2 mT
66 SANITARY`SEWER ` '
'

'
r
?9 ti
'
\

I

` ` \

; /A ! I\
1 / 4
/
i b r \
LJWN
_l\ ?
te
p N
•..\
\' %
--? \`\
w CONSTRUCTQM /? • f r' tt 1 /I ri
0
a \
C)O K / ,
•// / r I J i n°? \ 0 \\\\ ?'? ENTRANCE, K>
1
AAV
V 0?
I III V? A? v
y/1 1 1
F

?' \
?
?
` .
/;p i ?
OO ... \ I N ?? r I ??-.- - ` ?: ?\ \ •• ' -- ??? ?'?\\\? r },F SILT
\ 1 \ \\ / t 1 I fps
+
'
IQ U i
`•Y? t`n•
0 E lY t '? \
. I3+00 Il+A0-': ?;?!1. \ x.15+ r Q \? \ FENCE i \'KL X t
?rs >:
? I ,
s '
? 4 m+
, a
a:? :'I I '? ,A°f v

L v 1. ?f ,+, v

N 4311'4T E`'
_zz
1 q I I
,. A vv \ v w?
rr

°i °2?"q
24 $ I - - 5
?1 I

LF biIT
r,j r ?u``i l F?(NCEI 1
4
B- %

\ \ \ \ `,?Sf E
\
i

I
I

S9 LF SILT
W

SOT 1
/ Z;

h I I
Y

I OU\?a?C?

[y EE"

6 ''•.
a N ?
( NNEU'
? 1 ?a = o `
--____ __ \ \'
66
r I
\ .•? 1?? 'c TUNN i \\ .\ / \ ¢ I
7 I I
I
u OF 96 0• `?? I A?.?i?-. ?Z s- Vin. V I 1 T T
I A? ? `- I
EL 1 \ I ;s
?? FENCE

-, -

W

.. F I p

1
STONi/ Q 1
i STON ?"
.. x s SEE DETAIL
-it
(?E DETAIL IIJ ?{ ?\ ./ P a I?' I t VA,? \?V //A - I ; %
I
OP
A

N CUT
'
'

`

ROAD CROSSMC -\

SILT / 1

FENCE/
I

9/ BYPASS DIVERSION
LACE-ENT
o D
TY
`\ Y \ \ Ejy I \ SE
0 \ I
LF SILT' R_
o
v ?1?' O II
PE
A
R
E DETAIL `
AVENENi REP
107 \

\
I I .! r r /
ti l l / ! ?l
bI iCH /s, r`' ?y \ \ I 1
•I
? I
_FENCE
??
, ?? -'X- II af,
?
J

/C
!
! y"? !
CENTER VhE EXISTING
66' SA7IART sE
i' _
\
` d''\ \?•
` / _ CHECK DAM ?
it A f s
/ vv v? tv /?? 12? \ J S? Y !! G I ! I ?r,+?Y"s
I (s
I ? \ \
CHECK AP 4
iN0 1
i l !
4?..?EA? /1 /1 I X111!,•0 q ,B
f ,? S I ?, i
y
,?V v F - ?? IJ'l I OS'O v I ?G?pryO DAM
I III III }'OD, V'Y TPE BARRICADE
IN
ET R

? .

f /p
1 I! I ) 1 r I U
1 J 1 ' p
?
!
C7

r SEDIMENT TRAP 2
TOP ELEVATION • 186.5

BOTTOM ELEVATION .182.5 L
-PROLE ION I III I I \\ ?9?s (In ROAD wotN)
\

\
? 0

;OS
f
I / j1
I I?!
WEIR ELEVATON . 186.0 I?

1 t? \ \ \ ? GRAPHIC SCALE
I Ill 17 I !! l
J1 i I1 ! CHECK DAM DIMENSION 0 WEIR • 20'.50'
WEIR LENGTH . 6 FT \ \ a0`nt 1t I I\ \,\\ `` Os
PLAN
6f t I \ \
'
' . 4 ,? w n. Nx
i I l 1 .40
1
IN tCEI )
1 Inch • 40 IL

.
. . . .
.
. . . .
. . . .
. .
. . .
. . . .
. . . .
. . . .
. . . .

. . . .

. . . .

. . . .

. . . .

.
. . . .
. . . .
. . . .

h
•n1N
mn
+? 1
. . . .
. .

. . . C11m

ch
+?.i.

. .
. . . .

. . . .
. . .

. . . .
.

. . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING G
PROPOSED RADE ALONC
N SERER
. z JI-
W
. .
. . ?J
T W K
. . . .
. . . .
. . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = ~?z . . . . NMV. . . . . .

m a 98

. . . .
.
. . .
. , . .
p
t
CO
.O
. . . .
. . .
. . . .
. . . .
. . .

.

. . . .
.
. . .
. . . .
Z +U I
_W
?I
N
.
. o
CI '

!~ t
. .
. .
. .
. . . .
. . .
. . . .
. . . .

3 K= m . . . . . . . . . . . . . . . . . a
/
\
, . . . . . .
\ 193
VI
TYPE 'A' DA$MEN
REPLACEMENT, SE
OEiAL 101 `
N '
. . . . . . . . . . . . . . . . .

" N . >I
/ . . . . . . . . . . . . . . . .
188
/ . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . , to T WATER LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
! NV UNKNOWN . . . . . . . . r
y 6B LP OF 46' . . . . . . . . . . . . . . . . C3
w v
z TUNNEL
'SEE DETAIL
13' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- o w 183
SEE DETAIL 11
- -- ---- - - -

....

. 472

..0 40. LF

087... I .

.

.

... I

...

.
+

....

....

...

...

i I

i 527.841

®0
0? (F

'
. . . .
. . . .
I i
1
I
r . . ... .... . .... ....
124.92
LF 0 0,08
.66' RCP :
66• RC ...
P
178
66 RCP i . I . . . . . . I . . . . . . . CLASS CLASS IV. .
. . . . . . . CLA S. III. . I. I I
. .
.
. . .
. . . .
- ----- --- . .
. .
....
1
.
...
....
....
....
....
....
....
....
..
..
..
....
....
....
173
+ a
RO FILE . .
. .. I'-40 Rii
_ 1'- 4 VERY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
w 165

m o
m o
m m
ro

_ v
tb

ro v
m

to o

m

m OR
04

m

O
m

TEMPORARY GRAVEL CONSTRUCTION
\ \ / ENTRANCE/EXIT, TTP, SEE DETAL 30? COMMUNITY WATER SERVICE EXISTS IN THIS AREA. THE CONTRACTOR % SHALL ANTICIPATE HAVING TO CROSS AND WATER MAINS REPAIR SOCIAIED
OPEN NT ROAD CRQSSNG .
a CENTERLINE PROPOSED su DETAIL 'A' PA10MEMr REPLACEMENT
\ / 8 6,6' SANITARY SEWER i j \
0
B51 x
ti
_ - (sR 24. - ?• ?.- ^ 'r R,
TYPE DdCH
R}VERWEW --y^? UNING2.
15r A ?v IS, to
00
7Z: -p
20 LF SILT
_ \! d --- -_-'4 i i i / % ? G TYPE I DITCH FENCE
CT ' 'mac , , * i are p LF SILT LINING ;? `
Z ?''- r".- ?/ I - R?• ro FENCE I CHEG( OAAI `N\ _i` , I T-? %?
,y„" i 3' " ear ' SAwTAuEx15NG \ J?/ ?? -\ \ `\
- J 00' 65
0 GE R, SEWER \ - - - `
INLET
Eft ,s, STONE FILTER `1 o PROTECTION \ / \ \ \- 1 \ ;< 0 Q
U"SILT
FENCE
R.
? _'_.--•'?: ,f' I I \ \ \ ? ,` / \ 240
Z I \ ?A,
PPlIUi?Ll?J -Al'i
I f \ 'FENCC - yc Q W SEDIMENT TRAP 14
GRAPHIC SCALE \ \ \ ' - y TOP ELEVATION . 180.0
BOTTOM ELEVATION - 176.0
I 1 I n1 A A Im a m m ro \ `? \ `.?\ - !? B'EIR ELEVATION .179.50
.
I I 1•'A0? IN rzn, I? ?\ \ ? ` ?--- WEIR LENGTH - 8 F'T
I / ?---
^m
'o,o E Inch. 40 IL
N0 r,
N?
. NWT" . . . . . . . . . . . . . . . . . . . .
. = -=

. . , .
. . . .
. . .
. . . .
. . . .
. . . .
. .. . .
. . . .
N??
. . .
. . . .
. .
. . . .
. . . .
. . . .
. . . .

Ow C4
n
. .

. .

. . . .

. . .

. .

. . . .

.

. . .

. . . .

. . . .

....
....
....
....
....
....
....
....
....
...,
....
....
... wMi
Cr

+'1' .... . ... .... ....
202
~
EnsnNG GRAD ALONG' N

. . .
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
. . . .
PRGPO= SAN
SEWER. . .
. . . .
. . . .
. .
-
<5
,
Z
? N
. . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
197
` -
-- _-
.... .... .... .... .... .... .... .... ., \ .

. . . ,
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
TYPE'A•PA
uENT,
1 . A ---
--
. . . . . . . . . . . . . . . . . . . . . . . . . . . REPLACEMEN T. SEE DETAIL IA7 {. /.
_ . . . . . . . . . . . . . . . . . . . . . .
192

.... ..,.
.... ...
.. ... .... .. . `
?. .... .... . ... .... ...
. . . . . . . . . . . . . . . . , . . . . 181

. . . , . . . . . . . . . . . . ?. \ !
. . . . . . . . . . . . . . . . . .
. . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . `.
... .... .... .... .... ... 182

.. ....

527.84 LP ....

00.08 ....

7. 6 ....

5' RCP ....

CLASS {V ...
....
....
....

412.
....

7. LE

.0.08

6" RCP

SS IV

..

.

....

629.

....

1 LF 0

.08 7.
. .

6' RCP

LASS

I
. . .

. .
.... .... .... .... .... .... .... ...
.
117
PRO FILE .. . .. . .. .
. . . . . . . . . . . 1.-40 Ngvz.
1- A VER7
m

?

m N
N
m -

m n
07
m O
f`
m m
n
m -
t0
m ?
l0 -
m 1'1
a
m ? O
Ml m Mj
m m ro N
r
co
II
0

SIC°a\1 I , i' I -t",I I 1
P?(G? AF ? 11 1\111; I ?\1 ISbt1 ------- I
1A Et \, \
S?F.. W
1 V 1 1 S I I, I, ??
SE6 v,I ? ? ?vI?? o1I v
+?
?
1
? I?

I
I

I
t
1\I 1 1 ? I
i 11
" 1 ? I SOZ
1
1 ? ' I I I? I I 1 ?1A•i II .I I? I
I
I
I
1 ? ? I
I
1 TYPE 2 DITCH -'
1\. I I. d
I
I i I i I
I I t1 LINING
I I
T
I
F \

I I
0t
15 I!
L
S
I 'I 1? j FEr CEI I / I III 1+11 11 I°°II ?, yu't'R II
\ I
?
o
k

I
`
ll 1tlII
1 rl''l l
I 1.' t' pot .
1 ? I `.1
/ ??l I?
?0?
1
?L 1? ''
A l
{
I ?
I I
I I

I
-
1
1
l
.
t?y
?DGO
1 I I
--
'''"' 111I11
1
?
I
?
?
5
I
I I ? ? ?
I I
_t' Iq
I
'1 I ?
/
1;0
1 _
i Ilr
` 1 \ I
I
SL I
44
•
I I I??I
I
I \
I
`
I
---
4 CENTERU E PROPOSED x
0
0? `s 1P 66' SANI ARY SEWER
OOt
TYPE I DITCH
...
° \•0 ^` EENCHt+E I LINING

POWER PDLE
L
`\ EL€VallON•2 2.
,
I I I \ / / I
i \
\

75•
11 007, TYPE 3 DITCH

- - - - O

- - --- - - _ _ O Q
\
1
- J
I \
UNINC t
RIVERVIEAN DR
/' (SR 2608):D.. esr I1 cG O =)
tp2 °°t N F
I N I I ?v ??I r
CHECK DAM .y .11; I° Ir + ?---^-
? oll I I
---- - _? - -_ I I I a Z
I •+OO I 2FU
4
-N_6915'08' W Q
If I
EDEN CUT RDA. CROSSNG I 1 111 E I IT H
.- _ - D 315
-
1'T R S
Q
\
TYPE'A'PB UNN
I SEE DETUl --
T V
1
-- _
__
i i 21-
7
- IQ \
\
` /
1J
\ t
11
I
`
??
1 A
I IFENCE \\\ F_-? I ---
/1?
? ??, _- 1 111
\ \ I
v
b
/ _-

- 1 ?N
-I --_ I
1 II
W
- -
°+
1 1 1

1 \ I 50G
? - _
LF SILT Nr}>
\
1ZQ LF SILT
. _
c00
r 1
W
I EN

.?
/
` \I ? 1 1 \
FENCE
I /, \ ?
\ \
.
---FENCE -- / I
-----------?
V
0 y II` •. 1
_???
LF SI
I ].:7 LK,,
II
I CENTFAENE-?F]DSPNC 66'
_.--._ 1 / / / µ \ .; =
SANK Y SEWER INTERCEPTOR
'
-7 / J• 1 ?•^ .i`ce'-
:'
61
??
-
1 - -
/
//
i 5
i-

=

/
-
FE
NCE
5 61
'
?
i i /
S
?? i ?', q
?, Ir ?•,? /P??
sEDIMEN•TRAP t;+' ?6 obi
9 0
-- - .

I
_
_________-

RAPHIC SCALE
LF SILT
j TOP ELEVATION - 19 0 t+? h
0 ?a
OM ELEVATION
19 ' e s
'
a
FENCE
1 •
.
WEIR ELEVATION . 19444444 5
' PLAN
'
I I
I
1 DIMENSIONS 0 WEIR . 20
xfO
I I WEIR LENGTH 5 rT 1'.40'
I
( IN FCST I
"rI C4 I Iauh - 40 IL
I 'ON
.... .... ... o +
w .... .... . ... .... .... .... .... .... .... .
. .N. z
m ? . . . . . . .
. . . .
. . . . .
. . . .
. . . . . . .
. . . . . . . .
. . . . . . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . .
. . . . . . . . . . . mON
uj r.: . . . . . . . . . . . . . . . . . . . . . . l-
FXZ
202

?w?-. %IS ING AD
PROPOSED .S ALONG
SEWER—

. . .

. . . .

. . . .

. . . .

. . . .

. . . .
Q?.?. ? . . . . . . . . . . '.
/ . . . . . . . .
\
\ . . . . . . . . . . . . . . . . . . . .

.
. . . .
. . .
V1??.
. . . .
. . . .
. .
? . . . . . . . . . . . . . . . .
,- -
\ 197
ASPHA T PAVEMENT GRAVE . DRIVE \
. . . . . . . . . . 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . ?\ . . . . . . . . . . . . . . . .
. 1 / . . . .
. . . . . . . .
. . . . . . . .
. . . . .
. . . .
. . . . . . .
. . . . . . . .
. . . . . . . . . . . . . . . .
. . . . .

!
.RAKE EL
K . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
192

'
i ... '
....
....
....
....
....
....
....
.. . ...

.. ....
....
.... ....
....
.... ....
...
... ....
....
.... ....
....
.... ....
.... ....
.... ....
...
.... ....
....
.... .
.
. ...
...
... ....
....
.... ....
....
.... ....
.
....

.... .... ....

.... ....

....
187

.... .... .... .... ....
182
629.71 0 0. 8 7. 6'. RCP CLASS III . . 366.62 0 0-08-%- 66' RCP S. IV. . . . 41 6.61 LF. 0 .0.08 .z C 0.08 " CLASS IV
.... .... .... ... 77

PROFILE .... . ... .... ...
.... .... .. .. . .. .
. . . . . . . . . . . . V- 4' VERT. . .
..
172

N n c oG c rn ? O tD h -
n
co Nj
rn rj
C, U7
a, c0

rn cc

rn In

m

o p7

0 O h

0 rn
77 -
CHECK DAN
\ d1?C ? g76 V ? ? I? 11'? ? ? \ v r
G . \ PENCO?P ?S?T 40 I i 11 I 1 ' !
CENTERLINE PROPOSED
?ma ` / /?f`?E\o X60 I IC X13 \ / 66' SANITARY SEWER
v C, TYPE 1 DITCH d?r?,? A
p, uNINC \ OA? /; CENTERLINE-1t ?G SED
?y v30' DIP
P I,PROTEC710 ? , i / ? . ? .. I \\ N \ • ?\ ? III/' ? ,? Y•? ! om CHECK DAM `
r ) _ CENTERLINE PROPOSED ) De
o° v y % ?? A ` 1v _ tl', 1 ?Ih INVERTED\ SIPHO(r NO.? `? •, v
I ' / `, '\ \ I 1l I l 1 1\ I I- , ?,'?II II';`-- =?'. \ ` `•` I I , I\ ' ,' ? I I JEI
I I
I
I SSr'y
x
I ?
6ENCHTIE I' TYPE I DITCH
POWER POLE DNINC
Ob\ ELEVATION.197.49' y0\ -\
REPS ar
Fln
\ '1°1 \ ,• \ 11 I ?, I I I I ! ` / 'd' ?j 1 -? \ I I I I I`?! '? -- ---_2fi6.T0' '?--- vn
>?t yN 44'30'4Y W \ I,r/ / 6L55? L.? I I I 1 N-485T49?r ---tel.-?- __--- - 2,
I' W
?
1 LF tILT \' \ I I., ` 1 '.V A I t ?? \ I t I I i - , , GRAPHIC
Z1S' SCALE
y ? ?7
I 11 II ? s I •?
p I?? I, . + I 1 VNCF \ v ?.b 1V , ??1 \ I t\ V `A I I ?FENG?`l?dk ° - I \ ? 11 V v \ \ ? i t??? ? 1? ? I I I II I 1 I I ? I I l ? r ? / .?i=+,7i?
9C) \V 1 I v A t I II nEl t >4+. ` A V A V A \ , \ \\\1??IS?T? V I '(?'h' ??,-•',?y? / ?/ ?? ?_ •??.
\ 1 1
t 11 I 1 LF\SILT\ F nE I I I I rEEITERLut EwsaNC
' ? ti6 /?'
e: I ENTE PROPOSED
c I
t"
??
'
b
'
\
I
?.
`
I
I
?+
I 0
?
?I Si,NIiXR4 ?[nCF
/ A„ ?
\ \
11 \ 1 \ FENCE A6
I I 0 ( IN FEET
1 \
1 I
I I II
I v II I ?k?
ti I \ / , 11 \\ I, r' \ I I I I I + s i, 7 1
40 a
!
?
1 /, \• A\ 6 I , e
\ i l I l l l \.\ l l f \ ? \? ? I. \ ?\ ? q 0 ? 6?. ?\ S 5
/
Lf SILT
h• s.?rc / III I ?I `\' 1 ?q°? a,? rvrv FENCE mm _
?f,/?. w Ob / I ??? I "•? EXISTING INVERTED S' PNON I ? • •Y? I c`1 m n
° I a°
I PLAN +i w
°Nw¢
I
I I
•4°' 1 z 40 Wx ?

NVERT ED SIPHON N ).2
_
\. OUTLE STRUCTURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . --

\ SEES EET Dtt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -.-' .-
.... \.\
..,.
....

. , . . ?.
-
. . .

. . . .

. . . . ....

. . . . ....

. . . .

. . . .

. . . .
' "STING CRAZE ALONG
. . . "op .$AN SEv" '

'
.

Xii ?
W 4
' . . . . , . . . , . . . . . . . . . . . , . . . .

191
\ PROP=D AN,SEKR, ,
INVERTEDI
SIPHON N0.
. . . .
. , . . . . .
. . . . .\\ . . . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . .
. . . . . . . . . . . . . INLET ST
SEE SHEE RUCTURE
T D10 . . . . . . . . . , . . . . . .
. .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.... ..
TYPE-13' BED
wC
' . . .
'TYPE
C` BEDDiNO'
.TYPE
B' BEDOiNO.
CdNCOE
PIPE i
186
\ L L L -
` SEE PET AIL I1D i
. . . . , . .
\ . . . . . . . . . . . . . . i 1.0 '93 LF . . .

'ALL PIPE S \
HALL-BE RES
TRAINED J01
T' ' ' '
' . '
ALL 'PIPE'S
ALL BE'BALL
JOINT
ALL' P . .
PE SHALL 'B . . ,
RESTRAINED
JOINT . .
0 ,
OB n . . . . . . . . . . . .
. .
' .
. . . .
.
. , , . . .
. , . . . .
. . . 416.61 LF.

' C
BETWEEN S
A 42+65 03
TO STA 45+
0
B
TWEEN 5TA
5+00 TO ST
47+20
BETWE
N•STA 47+2
TO•STA
91.03
6
RCP
26
6.11 LF
0.0.03.1; 66
RCP SS III
. .
. . .
. . .

t81
SS H
aO.OBX . . . . . . . . . , .
i . . . , . . . .
CLASS IV `\ . . . . . ° i
\

,,. . .
.
... . . . .

.... . . . .

.... . . .

....

W

.' . . . . . . ,
187.11

\..

-

=
o .

o..
? ... .... .... ..,. ....
o 6.08

66' RCP .

... ....

....

....

76
m
. C CRETE PIPE CO LAR
. .PROP SED INLET STR CTURE CLASS. Ill
SP

SE CE.O,SO.FE
CT
t09
DETAIL
C,
\ . . . . . . . .

T
w
?. . m
?
m

. .
SEF S
EfT Q7

. . . .

. . . .

. . . .

. . . .

. . . .

. .

. . . .

. . . .
. . . . . . \
. .... .... .
. . ... .... .... .... .... .... .... .... ..... .... ....
v)
1 171

. z
o
.\.
. z
z
. ' . . . . .¢ . . . .\ . . . . . . .!!?. .W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.

. ..

4 C4

. 0 .
vi,

. U

, . . .

\ . . .
/
/.
m

. . .

. . . .
. . . .

. . . .
. . . .

. . . .
. . . .

. . . .
. . . .

. . . .

. . . .
. . .

. . . .
. . .

. . . .
. . . .

w Q
166

I a III
!
. n
° Z . +I?. .
z °z * aw~ .
cc
. . . . . . . . 61
7 to
N
?
o g^. TOP 30' DIP
w
Q r?
?m?
. . .
. . . gy
o n.
? 11 ...
. . . . ... ... ....
. . . . .. .... ....

°
roP
42' DIP
v
-
m~ . .
56

wI
Z
W?
o
. . .
. . . .
. . . . +
I
.. .
. . . I-
z .. ... . .. .. PROFILE ... .... .. . .... ... .
.
. .

. .

. . ....

. . . .

. . .
. .
. . .

. . . .

INVERT

ELEVs151.77

1 4.VER.T
z
N
z .
st

if7
7
n
O
co
o
M
r'1
a
N
O
r
10
i!
m r
m
w <
n
'° O
l n
n ?0
co a
f V1
m o rj
m m
r
r
I
I
i
/ - INLET PROTECTION,
/ i TYP.
u CONSTRUCTION ', It ,r`t '?•\ ?J,O}?k ?,r\2(n
?p
7-
Cl ..
-7 9
I /' T Q>3' g4 00
CENTERLINE PROPOSED /lS,y li
Fy ?; ?y? - I 66tiSANITARY,SEWEB--
/YSP
'
`
?
/
l
! !/•
r
- - "? Y

Tn
/ ?,\
1- __ '
a-- l
'
'1-`'?-? / _ J
// / / 7 ?? r
8 1 t
i
_._
_.
?• _
- -- _-
/ / /
_ -- _- `-? _ ,.? :b'"•+?,'"a?t?•
?''

'- \\ / i' l?,i LF SILT
FENCE
TYPE I DITCH.

ININC
_
_
?
_
te
_
/
__._
E'1
6¢4•DO/
/ -r.`d

_ i4G0i.'i
yy - --- 1\
?) - ?,t C _ -6 _ .. / _ _ _ _
? - - - - - - - - - - - - - -
'-- -- --- --, -' - -_- •--_ --- ---

_ _ _
? /
W. - .- -. _ - - _ - - / / /
-• _ _ _
- _ J - •N-22X7TSTJ`-
_ ? ?_ _ ; _
9§- ? -
? $$?

I ?L r P
?

ERG OF4GIROAD
1 REPAIR TO DPoGeA CONDITION
?
? ' 1` _ - _ ?I
?1Z t, _
_
_
.
-
_
,
\
/^ 7?
m?}<?I-0O

C1y
/ --_-__-
-. - __
___
__
'\??-_-
?'`'`?\ ?
J•
y
-
y+? :?LF SILT
.
-_ -
?
__
.,?
_ ----- .
- '' `-----? --_ -----s
ZEP
?} -_???
_``` _ 1??? ?•? _
--= _ _ ?` `'•-?
O
-
'
'
/
/ FENCE
_ f? ttPE2DITCH

U NIN
/ 4? / G
'

KrearouE SEWER na+
Cae[C

TO EMST INTERCEPTOR
y0 --_-___
?
' ??? .\'-
_ ----- --- ??
----------------- o ROCK CHECK
/ Q4
DAM
O

'
- - ! 'STONE FILTER
?
F ST '/s ZU LF SILT -- F--- ' -
J FENCE /
?
.
GRAPHIC SCALE
UL
FENCE ?
/ x
I I I PLAN
.40 0°
/ /
/ ( IN SECT )
W m mm
ACV O? ANN
•ola; 'alvl I I Inch • 40 n

.
. . . . . . . . . . . y aa
? ? z?.
? ?rn°m. .
. . . . . . . . .
N? K
. OL E
.
w? . . . . . . . . . . . . . . . . . . . . . . . . . . .
202

.
.
. . .
. . . . . .

. . .

. . . . .-

?f-7 P OPCSQ SW S[K . m

N C?'
.

_ ---
. ?-
. .
. .
. . .
. . .
. . . .
. . .
_? -
,- _

?;
0
• .
al . . . . . . . . . . .

. . . . . . .

. . . . . . . . . . . .

97

. . . . . . . . . .
E%IST GGKL R
.
_
/i . . . . . . . . . . . . . . . . . . . . . . . . .?. REINR TO FRIG
CONDITION AL. . . . . . . . . . . . . . . .
\?
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OUS, 13 RCP ?__ (1 1 1 . . . . . . . . . . . 102
. . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -r:-. .
Ml
NV . . . .
11' PK .
0.14 . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
187

11 LF ©
08 7
66'
CP CLASS III
. .
589.95 LF
' • ' •
• ' ' ' 0
0-05 7
66" RCP •
. . . .
CLASS .111 .
. . . . .
. . .
. . . .
40334.
1

©.0.

8 ,% .

6'. RCP.

CLASS III.

. . .

.

. . . .

. . .
.
. 1 182

.... .... ....
.... .... .... .... .... .... ... . .... .... 177
+ +. + . . . . . . . . . . . . . . . . . . . . . . .
? In. ? r)
P
-- z . . . . .... .... .. .. . ... .... .... .... ... . ...
© < © a .4KRE I .

N V N N O O h
n '
m cl m m a, P N N ti
m m rn rn
-.-.-ti
-/
x99 I
OPEN All ROAD CROSSiNC TYPE 1 DITCH
_ ' ',6 \ I
f 1 TYPE 'A PAVEMENT REPLACEMENT LINING
SEE DETAIL 107, SEE NOTE 1
J 1 ?a CENTERLINE PROPOSED
66`4ANITARY SEWER
A
71+f0 CONSTRUCTION O
ENTRANCE
\ _? I G ,.' I J z,:? J? / i' - ' 'J I I &. I? TYPE I DITCH
X326'34' W _-- 357.84' y LINING _
?--- B7L BB___' -- J++\,. ??I 1 VI
66+OD -4'- 'S40.14'' ?k DO
+vv
N
--- -I \? ?y OS? ??'J? ^\e -\lltl)?I II
'-- -1^
- ____
_ - - _
-p?y??,5w >- .. _ - ^(* _.? ,'cJk???7? .??\/1 -rl !-J _ I I - %L-a1 ?\,\\-? ----t ?\;- 4y??,' - JJY +I? 11 IIFI \U 1
?__-^ y J/ I
"TYPE I OUCH n m FENCE -- ?: `. \ \ _s ?' cq „) r II S .? -
1 LINING yy v I RT •q I .m , _ .? ` `. _ 4Rt„
,f° -- T--?-•??( 1 w' o c°
41
y -f. ?y? _ " J - 1 qll ~ ?fE7Y, CENTERUNE EbfMNC A LF SILT •F - -i - = -?? \ . '?.`n n o P
F ii - - - - ' - FENCE I 1 l +` 11' SAMITAAT SEWER a % J
`?• j,? S I? INLET
PROTECTION,
I IqW u
('?6, i^I.` -- -? N' I Jy p2 TYP. \ SEDIMENT TRAP #6 ci• a-\ \y \ / /? /??
TOP ELEVATION = 188.5 + C J f
x 'tJ n Q 2 W BOTTOM ELEVATION 184.5 f P?4? \ f 1 1
?(J?0 ??4f(+s+y \ ° r2 C. WEIR ELEVATION - 188.0 LF SILT ????? ??? 0?
9? •, a rf o z / FENCE \ < I v
DIMENSIONS D WEIR = IS•A40'
0? W WEIR LENGTH = 6 FT ,r?
? A?
\ \ \? OPEN CDT ROAD CRCSSiNC v ?•^_
TYPE 'A' PAVEMENT REPLACEMENT 1
SEE DETAIL 107
I \ \ r
GRAPHIC SCALE
PLAN
NEB ( IN FELT
tOr I Imh - W R
'rn C)
P
* -
0

2 ter.

wm
Cn3nNL DA

PROPOSED
ADE ALbNC'

AN.SEWER, n
?

N

?Z ? O m
+A 1
Ym.
. . . .
. . . .
. . . .
. . . .
. . .
.
" Z DW .
s a: ^ <.
g"O 202
. . . . . . . . . . . . --. ' .
.
. Wes
.. .... .... . ... .... .... .... .... .... a7.. .... .... .... .... .. . .
.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

-- 197
. . . . . . . . . . . . . . . . . . . TYPC'A' PAVEMENT kEKA Ef . - r ?_- . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SEE DE1 IL l07
/ . . . . . . E•A' PAVEMENT A PLACEMENT

. . . . . . . . . . . . . . . . . .

C DETAIL 107 .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
192

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '.'-?_ I_i : . . . . . . . . . . J . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 187

03.34LF .... .... .... .... .... .... .... .... .... .... .... .... . ... ....
©0.08% .... ...
5
.14 LF
0 0.08
„
66'
RCP
CLASS IV
357.84
C 0
08
S
66
RCP
CLASS 111
.330.25
LF. ® 0.
66'
9
CP CLAS
III
66' RCP , . . . .
. :
182

.... ... .... ... .... .... .... .... .... .... .... .... . ... .... .... .... .... ... .... .... .... 177

.. .

.... ....

.... ....

.... ....

.... ....

.... ....

.... ....

....

....

....

....

....
....
...PR
....
OFILE ..
.
.
...
...
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
....
.
..

..
. 11

.
.
.
.
.
- i
172

C Cq 1o n v7 rn N rn r. M
m m m O o rn C, C,
rn
C"

m m o'•.
Zo

AT OUTLET OF 48'
AND 24' RCP
I,L
qtt
d
r
^m 1
LD
\ onro
}N^
N?1 GRAPHIC SCALE
^WD
PLAN
•,? m u%o ?
IN FEET J
I loop • r0 TL

1 . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . 91. Nom . . .
I'l
?N . . . . . . . . . . . . 'TYPE 64ENt . . . . . . . . . . . . . . . EASiNO ADE ALCNO . . . . . . _
N ? . . . . . . . . REFLACEN T, TTP. . . . . . . . . . . . . FAOFC SAN SEWER
.
i
. . .
N } lV m SEE DETAIL 107 / . . . . . . . . . . . . . . . . . .
. J . . . . . . . . . . . . . . . . ?.'. . . . . . .
. ?
O . . . . . . . . . . . . .
.
211

.
.= WW
5> . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
. . . .
.
.
.

. .
. . .
i
. .1T. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

206
1 REPLACE C ONCRETE
. CURB k tl rTTER. TTY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SCE DEt 1W
1
. . . . . . 11
EX I ly

IS
RCP
. .
. . . .
. . . .
. . .
. . . .
. . . .
C%.$T
$1N
.
SEWER

P
. . .
. . . .
. .
. . . .
. . . .
. . . .
. . . .
. . . I
INV UNK
OWN . . .
. . .
. . .
. . .
. . . .
. . . .
. . . .
. . . .
INY N --1 1.11.ATCR LINE
201
. . . .

. . . . I

11 I. UNKNOWN . .

. . . .

. . . . WV NANO

. . . .

. . . .

. . . .

. . . .
...
. . .

. . . .

. . . .
...
. . .

. . . .
....
. . . .
...
. . .
...
. . .
....
. . .

. . .
....
. . . .
....
. . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 196
.. .... .... .... ...
191
4$5. 4. LF . . . . . . . . . . . . . . .
mo
' oez
802.
3 LF
0 0.08
60'. RCP
. . . .
. . . .
. . . CLA
S .IV
. . . .
.673.21.LF
. . . .0
0.08.7..
60', RCP
CLA
SS. IV
60 RCP. .
-£{-k $ I 186
PRO FILE . .
....
....
....
...
wl Z.
r. VE i 81

Off, N O O
l O O N C, ul N N N7
a
N a
0
. r
0
O of _ m
0 n
0 0]
O v_ v a
C
4 NI N N N N N N
7,77
-77
77

NOTE:
I. EXACT LOCATION OF 10 SEWER IS UNKNOWN. CONTRACTOR IS ADVISED THAT
10' SEWER CROSSES PROPOSED INTERCEPTOR NEAR MANHOLE NO.27 FROM THE
SOUTH. CONTRACTOR SHALL USE CAUTION WHEN WORKING AROUND THIS AREA.
CONTRACTOR SHALL PROVIDE 10' SEWER IF CONFLICT OCCURS WITH MH NO.27.
2. CROSSING PIPE TO BE INSTALLED IN A MANNER TO ACCEPT OFFSITE FLOWS.

33 LF SILT
FENCE M'
SEE NOTE 2 x SEE NOTE 2
??1

CENTERLINE PROPOSED U ?

?+ ,NNCTION BOX (BY 0TH ERS)
60' SANITARY SEWER 0

OR - _ SDi
r
So 60Z
9DZ / OZ
i
T I

661 COZ
SEE NOTE 2 '
Z
W N

COZ MANHOLES (BY OTHERS)
) SOZ Y
Z ,
!/.97
O
'

1

v
-
'
TOUM
00 125+00
/ r 136+0
7,
673 127+
00
1 0_ I r
120+00 , A
\ \
\ ?
+ z . N 84 1 1
\
oi-
6-011
- 44 84
-
Z p q
(n Of -< , _ -tea ar ' -.OZ

Di
1
I
I I I I I I I ( 77
; __ _
Oa cc
HW )z L61 Z61 S'uuE+nl t
Q2 8201E SILT FENCE OOZ 961 561 S61 '- `__ -__------ OOZ
- N

'
W CROSSING PIPE p
V IN - 200.50
RIP RAP APRON r3

' CENTERUNE EZSTING
60' SANITARY SEWER CROSSING PIPE r2
INY IN . 201
0
TOP OF -
*
'
W INV OUT - 198.5 LENGTH - ID
MOTH - 5' .
INV OUT - 195.0 60
60
R
60' R CP INV. IN-1117.69
CP N. OUT-127.39' `
, X261
N LENGTH - 95 LF
SLOPE - 2.1% DEPTH - 1.5' CROSSING PIPE ji LENGTH . 90 LF
SLOPE - 6.7%
6 . 24' CMP CLASS - A INV IN - 198.0
INV OUT • 195.0 6 - 18" CMP
LENGTH • 90 LF

TOP OF MH ELEV,-702.25
' SLOPE - 33%
0 = 15" CMP RIP RAP APRON 12
LENGTH - 10'
60
RCP INV. N.-126.70'
1D'DIP NV. W,-195.20'
RIP RAP APRON 01 WIDTH - S,
60' RCP IN. OUT-126.60' LENGTH . 10' DEPTH . 1.5'
SEE NOTE I WOTH - 5' CUSS - A
DEPTH - 1.5'
CLASS . A -
GRAPHIC SCALE
LAN '
V-40'
( IN FEET )
I L-b - 40 EE
.
. . . .
. . . .
. . . .
. .
. . . .
. . . .
. .
. . N.
.hM . . . . . . . . . . . . .
. . . . . .
. . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
. I* 41O
+N?
. . .
.
. . . .
. . . . . . . .
. . . .
. . . . . . . .
. . . . . . .
. . . . . . . .
. . . . . . . .
. . . .
. . . . . . . . . . . . II'il o

. . .

. . . .

. . . .

ST
E

.

. . . .

. .

. .

2
?L?JJ
<>
m
D 210

? XI
NG
PROPOSED AGE ALONG
ANSWER

. EC? . . . . . . . . . . . . . . . . . . . . ?

W 7

N
.
. . .
. . . .
. . . .
. . . .
. .
. .
. . .
. .0
I' . . .
. . . .
. . . .
. . . .

. \

? [ . .
. . . . . . .
W G
; . .... .... F- Ln .... .... .... ....
235
.. .... .... .... .... \
.. ....

....
....
...
... ....
.... ....
.... ..
.. .
.. .
- ...
----.. ....
. ... ....
.... ..
.. ..
.. ...
... .
. ....
....
-- n.
n .... .... .... .... ....

.

. . .

. . .

. . .

. -_-

-----

'

.

. . .

. . .

. _
-o
'
II
II
I

n.
II

. . . . ...

. . . . ...

. . . .
,
- tI . I
II .
II . . . . . . . . . . . . . . . .
200

... . . . . . . . . __ II
. .... ... .... .... .... .. ....

. . . ..

. . ..

. . ...

. . .

. ...

. . II
I)
11
I.
I.
. . . .
. . . .
. . . .
. . . .

. . . .

95
....
..
.... ....
.... ....
....
.... ....
....
.... ...
.... .... ..
.. ..
. .... .... .... .

.. ..

.. ...

... .

. ....

...

... II
II
11
II I
I.
I.
I
...
....
.... .... ....
.... .... .. .. .... .... .... .... .... .. .. ... . .. II
--4
---J I
. .
. . . .
. . . .
. . . .
190

. 73.27 LF 0
.... .08 *t
.... 60"' RCP
.... . . . CLA
.... S' IV . . . . . . . '44 .84 LF' 0.0.08.7.. RCP LLASS I I . . . I I
11 I . . . . . . . . . . . .' .
.. .... .... .... .... .... . .. .. .... .... .... .... .. 7
.. ...

_ 185

. .... ....

PRO

FILE'
ORI
...
....
....
....
....
...
... .... . . . . . . . ... .. .. .. . . .. N
Z .. .. ... .
.. i .. ... .... .... ... ....
180
--. .. -
ro
N m
N W
N n
O
N ?
r
N a
C
N o <
O 01 a

O
N n
c"I
O
N
355 LF SILT
FENCE
APPRO%IAMATE LOCATION F TYP, I \
?•`3fi" 'DI, AS`P.EI PL l ` ` Et ? 55 LF SILT
m I \
-?f \ l FENCE no,
__
LF SILT
U
^.. _` ?'--_-L#L0._?_+*'_'_T-'?^.. _?=__-- '"l?nP !/ t- tip, /
tirP•?---
-
FENCE
-
-
=
z=
-
-
{'
?-
1
1 \
r
-r
_ __ ___ __ _-4?•??.I?
-
0 1 r
]+'00I o '" _ - `? "^3?-_ r•- - _ ?, _ - EnsnNC .11. AANON
^I \ \ I 60RE(F' IOP rv
-N a <' i' w - ?? •1a'1 E / - __ -_ -- _ EASE4E WQ7 BO% iGA EL•I88
-T \ 1 _ 5
_` E 68.2 I / 00?'-
E "
•
/ \
1 BOR
E
_--
?I fV=158.26 4? 5+?--
'i/I ?? rvr q1I4. OPHEAD WALL-159.20 f:
- 48• RCP TO BE RENO
•
-
? ` rl INV OUT-IS].]9 6+
I C? 1 \ \
% \ „1 Do DURING CONSTRUCTION
/
/
1 PROP ED INVERTED SIPHON
`
OO 1 N ]]D6'
--
-
--
Y
1
t
1
`
y
]z w
-
--'_-- - //
_
=- _
I+oo
OU T STRUCTURE
\ 1 1 I V - 75007; BORE
i j o
5
T
1
9.5
W 157.0 Ir'' 8+ -? _ o I
/,, DRE
? _ ?\u I / 1 I I
_ 1 1\ 1\ 1 I I tl 9, - 1,_ EIEv- __--_ "L?A:IC9?^ °, 1 1 1 I I' ?T G nVSlc Q
Z)
I
?
€
DD
%e,tiqu 0
coz
?
i
1
- •_
I 1 1 1 A
? A V \ 1
. e A 4? LF SILT 1 BORE *5 I +? _?"^n ?- R/ \1
I 1 1 1°
y l l i v ?. 1 I (1 A,,, I V ? 1 Tl ?? Z
FENCE T`t n^-t - J
EV-161.1 % P
_ ? 1 ? I I \ I 1 I / I I . fir' ? _ _ 1 I N T 1' S" W ? 1 I \ \ \ \ V ?5'? 4 - 1 ? ?1 O
/ I • 5
'S, v
I
?
'
I I
N,
', 1
v
I
I
LF SILT -- I S
- 1 ??`1 1 0 1 '' i " I I I - I I I / ?I 1 ! FENCE v70
'
I
I I I
`
-?-?R
I
r 1 I? I
PROPOSED INVERTED _
. 1 /
l ,
R L.
.Ilk W
/
I I I SIPHON CENTERLINE
CITY Of RALEIGH'
DB
2297 PG
255 35 LF SILT
I
.
.
1 0 PROPOSdFJV RTED`SIf7N' 109 I
-
I FENCE SILT ?-
T
'
_ INLET /STRUC
URE,
SEE DwC in in FENCE -091_ _` ti I s/ I_2
r I '_SEME
? Q V)
I \ `?
,
NT
n
OSED?Ut+GZ0(?OX` uW
R?
° HOPKINS, R.B. k ELAINE K. U LF SILT SEE DW6 D7
n `
W u DB. 2038 PG. 311 FENCE
a
-
Of Of LQ LF SILT
+
o GRAPHIC SCALE FENCE
Li
n
<? > j
=V1Z
N h
( IN FErr 1 °
? N
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z I
r??'1YYI '. Z
. ?
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
7
p. ?
+Z

,; . .
184
192. F. r4 '
192
1
1
E "8" BEDDIN
.TYPE •C" Bc
DOMC
TYPE
•B" BEDDINL n
. ? y
2. z r
tR Z
. EE DETAIL TOS ... SE•OETAI'? tOfi . . . . . .SE D'cTAll105 .
1? ALL PI E TO BE RE ] TRAINED JOIN T A L PIPE TO B .
E BALL JOIN . . . . . . . . . . PIPE TO B E RESTRAINED JOINT 179 187 187
BETNEEN STA 0+18.5 AND STA 3- 30 ETW EEN STA 3+3 0 AND STA +50 BE N STA 5+ 50 AND STA 12+06.63
?;.
.
.
. ..
.... .
....
.... ....
.... ....
....
... .. .. .. .. .. .. .... .... .... .... .... .... y
..

...

.... ....

.... ....

.... ....

....
/
/.

. ?.? .
. tO
b YR RO
El
v-174.0.
174
ONCRETE PIF
f CRADLE ?
/. .
/
182

? E71SMNG GRWE
INVERTED 9DHON G PROPOSED
CNRAIwE . W
. .
. . . .
. . . .
. . . 45.17 LF
. .

\
?

. .

. . . .

. . . .

. . . .

. . . .

. . .

. . . .
°
00.087 /

\ J
u

....

.... 17.12

6•
S RCP tt !? /
\
\
. 00.47 S III
CLA
\ \ 169 177 72 P J 177

I o . . . . . . . . . . . . . . u m
+. . . . . . . . . . . CLASS I .

\
?1 p
co

. U
o K m
:

1

0 YR FLOOD EL

Ev-1740
17
U W
m m
_

i?
164 172 172

3

a

+ TOP 2-4 " DIP
.
IL
. . . . . . . . . . . . . . . . . Z F . . . . . . . . . . ----- ---^-- TOP 36' DIP /
v c -- -- 59 167 167

N.
__•_
t." RIP RAP 0 REMAIN
TOP
-46' DIP,
?.
?!
''
•?/
/

n
- \
CONCRETE A

.SPACE 0 5
IPE COLLARS

FEET' OC
TOP 36" 61P.

'-? ' ,-_ .
.

1

62

n
//'

/
, . .

x
m

C
C
3
=>

.

62
+ ca,
In
4
_.
.
? n 1 n?
149 157 157
J j
.
__
Z
N Z.
Z
Z .
. . . . . . . WYE T ELEV-146.0
144 152 152

y? N
b

N m
- m
n

b b
YN

b m
N

b o
N

v)I N
n

N o

b 0
m

N o
CJ

N n
m

N N
P

h o
O

b o
- 0

b
0 m
ci

N o

b

_
b m

b n N

N
b n

,p
N o

m

d
m

W
ED BACKFILL
ACKFILL
(NO MATERIAL
THAN 2")
TYPE A
IN EARTH
101
W

o / \- 24' OF
V CLASS I RIPRAP
COMPACTED BACKFlLL
i \ DEPTH AS REQUIRED
16' OF
^
0.ASS 'A' RIPRAP
3ta 14 \\ 8)?a
NCDOT NO. 57 CRUSHED
STONE TO A THICKNESS
OF I FOOT OVER CROWN
OF PIPE AND 1/6 O.D.
BELOW PIPE (WIN. 10')
W
TYPE A
IN ROCK
102
I' ASPH NEARING SURFACE -
BUTT EXIST PANLMENT
(TYPE A & TYPE B) T
EXIST PAVEMENT-
BITUM CONC BINDER COURSE -
FULL CEPTH REPLACEMENT
(6' WIN. DEPTH)
AGGR BASE COURSE - B'
(TYPE B M TYPE C) -
TYPE C
106
4'-0' S'-4' 5'-4' 4'-0'
#SCIB'
#4018' TIE
#5010'
TYP
I
48'0 DIP.\ 48'0 DIP I
76'4 pP
#4 DWLO
16', TYP n
I

I
rv 6' TYP
0
I
CONST JT 15018' #5018'
CONCRETE PIPE CRADLE-INVERTED SIPHON NO.1
e4019' TIE-I
#5018• I
TYR
3'-o' 4'-0• 4'-0' 3*-0'
s01•'
X42.1 DIP 42.1 DIP
•1 DR11

?n
14 DWLO
8', TYR '
n
e• TYP
I
1
CDNST JT-/ 05018J yP018'
CONCRETE PIPE CRADLE-INVERTED SIPHON NO.2
110
- COMPACTED BACKF1LL
- TOP OF ROCK
- SELECT BACKFILL
MATERIAL OR CRUSHED
STONE 1/8 PIPE O.D.
BELOW PIPE (MIN. 12')
AND MIN, OF 12' OVER
TOP OF PIPE
CROSS BRADNC NOTE: NO ENCASEMENT REWIRED FOR
SPACE GREATER THAN 12'
7j

SHEETING FLOwASLE FILL
FULL TRENCH WIDTH
(SEE NOTE 1)-? 6' PIPE
D.C. 6'
1/2 S I/2 S
I-0' TRENCH
TYPE A J TYPE B
(WIN)
w
TRENCH WROTH

/ `- COMPACTED /
BAD(FILL `
'1 7
/
TYPICAL PAVEMENT REPLACEMENT
107
YNENCN LXCAVAAON WITS
NTLRNAL
D"TER
O NPE W
NAM OF TRENCH
M4 WoMN
4-6 J-9 7-0
e-ID 3-9 1-1
If
I4'-I5 /'- ' A '
IT 4-4
D'21 4-6' a.
N <-u DA'
r T-9'
3 6'- .
36' 7-4• • .
47 e'-T 11 "
V
r. n '

67 O' '
72 0 o.
le' W-e' OO.A7'
e4 U'-0' '
90•
96
Ice'
DEPIN a
CUI T
E
0-4

)10-17
)I •N' W+
N4-le' S-2i
>I6-Id' 25
)Id' 5•'+32
'
W • TRENCH Nom AT BOTTOM OF
NPE. WENCH SUE SLOPES SHALL
BE N ACCORDANCE NM OSHA
REOUIRMNR
111
NOTES:
1 CONCRETE THRUST BLOCKS, ARCHES. ENCASEMENTS,
FLOWA8LE FILL ETC. SHALL BE FORMED USNC
PLYWOOD OR SANDBAGS TO PROVIDE REO'D SHAPE.
2 CONCRETE PIPE COLLARS SHALL BE MADE WTH
CLASS *A' CONCRETE
W

E
„® PIPELINE /I
COMPACTED BACKFlLL
..$ \ \

6' MIN
'
to WIN
12' MAX
\\ X<
\N

M 12
MAX

®
®
_ \\
SELECT BACKFILL
A
i EX{ ST
EO 8
?? MATERIAL (NO MATERIAL
j PIPE PIPELINE LARCER THAN 2')
12' 1' THICK COMPRESSIBLE
MIN JOINT FILLER MATERIAL NCOOT NO, 57 CRUSHED
STORE TO PIPE MIDPOINT
PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE AND I/6 PPE D.C. BELOW
'
PIPE (MN, 10
)
104
I' OVERLAY ASPN WEARING
SURFACE (TYPE C)
EXIST PAVEMENT - REPAIR HOLES,
0' CRACKS, ETC. BEFORE APPLYING
(MIN) ASPH TO EXIST SURFACE
TYPE C _ TACK COAT
CUT BACK EXIST SURFACE COURSE
6' MN FROM BASE
BITUM CONC BINDER COURSE - 2'
?A (TYPE B k TYPE C)
12'
FINISHED GRADE MIN B•
0 .
H 0
0
CONCRETE CURB
AND GUTTER ASPHALT
PAVEMENT
Y R 1 1/2' SLOPE
p. 0
?a
CURB AND GUTTER
108

CONCRETE PIPE COLLARS
PIPELINE 109
19' 6• (DIAMETER VARIES) "• /`/?,/? _
m I I I I 1 I?1' PROPOSED PORTLAND
CLASS B CONCRETE CROAT PLUGS - SPACE AT 4'-0- CEMENT CONCRETE (MIN.
I aM I TUNNEL LINER _ _I I) .I I I RICC. NG PER 3x00 PS)
•j
I- 7 I PLATE PoNC (TUNNEL LINER PLATE) CEDOSTING MENT PDRWND L
1O? ?Tl // J CONCRETE
L 2
L
6' TRENCH WIDTH 6' ?° ° O ° 'L 0 0 ° ° DOWEL OR
VARIES TIE BAIL
° 00p°° 0
SECTION / PPRREVENT ?FLOTATIOONN'MIDGES TO 11 O. °LLO P 13
L (MN 2 SETS PER PIPE JOINT)
PUSH-ON 1 0 ° ° 0 0 0 ° ° RETAINe&
° 0 0 ° ° ° 0 RESEAL
JOINT RCP CARRIER N__ PIPEB' CONCRETE BRICK BULKHEADS
PRESSURE GROUT WITH AIR AND WATER `^, n{ TIE-BARS
EXTERNAL VOIDS INC TIE BAR x eu
?- CLASS B CONCRETE / VENT HOLES
l'
(TUNNEL LINER PLATE) EXISTING MCKNFSS DIA. 'a LENGTH
1 I I BASE COURSE B-1/Y
/ , .I' •a , \ CONCRETE AND WOOD PIPE OR LESS Ir 30
7_1 I- CRADLE, GRADE TO BE AS C ESE
s/r 3c
6' 12• 9' OR
WOOD TUDIN SHOWN ON PUN AND PROFILE NOTE, AaoAt
?
(LONGITUDINAL) 11E BARS (DEFORMED STEEL BANS) SHALL BE PLACED ALONG THE L0401WNAL JOINTS AT 30. ON
CROSS BRACING CEN7EA DOWEL BAAS (SMOOTH ML BARS) SMALL BE PLACED ALCM- THE TRANriERSE JOINTS AT 17•
PLAN OR CENTER. THE AND / NM LENTO ACCEPT GTH OF THE fi PLUS 1UNLESS OMRwY SPECIFIED BY ME N N
DIAMETER
MANUFACTURER Of THE AOESAL RETANNO WASHERS (WALK PLASIK OR COMPOSITE) SMALL BE
USED ON
ANTI-SEEPAGE COLLAR ALL BARS TO HOD THE ADHESNE MATERIAL N PLACE. DE RETANaNG MASHERS SHALL BE
TYPICAL TUNNEL DETAIL W/ PUSH-ON JOINT - RCP LD.•BAR DD, OD.-HOLE D. B 1/4 MIN_ THICKNESS. 176 MR
112 113 CONCRETE PAVEMENT REPLACEMENT
TYPICAL SHEETING
103
TYPE B
105
2'-D'
STEEL POST
TOP STRAND
STAY WIRES
GALV WIRE FABRIC
AND FILTER FABRIC.
BURY TOE OF FILTER
FABRIC A MIN OF 8'
BOTTOM STRAND
GRADE UNE-
8'-0' MAX
ELEVATION
SILT FENCE
NOTE:
1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER) WITH
6'-0' POST SPACING DOES NOT REGVIRE MESH SUPPORT FENCE.
2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.
201
'LE IN PLACE S-0' END
SPACING MAX) WIDTH _\
GRA DE BACK 70
THETIC EXIS TING CRADE
IC
FLOW
VARIES ROW i
b W 10'-0'
MOTH

IED 6' MN 8
'o
RI
b o
1 UP OF SPREADER
iECTIONAL VIEW
INC SHOULD BE A MINIMUM CF 4' WOE. 6'-D- MIN //
1
?
RE SPREADER LIP IS LEVEL
.TRUCT 20 FT TRANSITION SECTION FROM DITCH ._
L
L
!SIGN CHANNEL 10 BLEND SMOOTHLY TO TEMPORARY
N AND DEPTH OF SPREADER. DIVERSION
DITCH
LEVEL SPREADER PLAN VIEW
205
DAM
NC COT ND.57
STONE (V THICK)
2
!\ 1r
CLASS 'A' STONE-
5'W,2'O KEYWAY-
TYPE 8 GEOTEXIILE
SEPARATOR -
IMENT BASIN DATA
MN BASIN BASIN WEIR
M
0 LENGTH
(FT) DEPTH
(FT) LENGTH
(FT) z
5

I
40
3.5
10
Tr ?
1 50 3.5 6 ??
40 3.5 4 c x
30 3.5 8
1 40 15 8
40
30
3.5
fi

209 NCDOT CLASS A STONE
(2 TO 6 INCH DIA) 7
7 o
x
1 =
FLOW
iK/NV/? ylf? 3.
FOR LARGER CHANNELS USE NCDOT CLASS I RIP-RAP
FACED WITH 157 WASHED STONE.
STONE CHECK DAM
210
J'-0' MAX
LENGTH
ELEVATION SECTION
STONE FILTER STONE FILTER
202
KEYWAY
SYNTHETIC CED1E%TILE SEPARATOR
`-CUSS STONE q
o
t:
NO DOT NO.57
STONE (I' THICK)
kt
CUSS 'A'
64 11 . _ STONE
LS+B'
ROCK DAM
(SEE DETAIL 214)
206
STAPLES
oz
.I 7
OW'
N/ OVERLAP
PERSPECTIVE VIEW
3/4 EXTERIOR PLYWOOD CURB INLET
1/1 PIPE DIAMETER _
i OVERFLOW
II
h
BURY BOTTOM OF PLYWOOD
END NEW SECTION WIRE SCREEN 157 WASHED STONE CONCRETE BLOCK
PLYWOOD INLET PROTECTION OVERFLOW FILTERED WATER
RUNOFF WATER /
UPSTREAM END OF STORM DRAIN W/SEDIMENT
STEEL FENCE POST, TYP --_ - •'?? \/\\\/??
TRENCH HARDWARE CLOTH
-? WIRE SCREEN
1/3 PIPE DIAMETER
CURB INLET
2.4 WOOD STUDS
CURB INLET SEDIMENT CONTROL
204
n n u ?.
I' `WASHED STONE FILTER
u u u ACROSS PIPE INLET_
END NEW SECTION
STONE FILTER INLET PROTECTION
203
T DITCH
?-? -1
SYNTHETIC
LINER
NOTE: STAPLES TO BE SPACED AT
3'-0' MAX IN ALL DIRECTIONS.
I'
SYNTHETIC LINER
SEE SPECS
I F-
\\?/\\??\ 12
OVERLAP
SYNTHETIC UNER TYP UNING STAPLES
207
SURFACE FLOW DIVERSION NOTE: DIVERSONS SHALL OUTLET TO A STONE
(TYP), SEE NOTE CHECK DAM OR SEDIMENT BASIN.
5HAV SIDE SLOPES 25-0' MINN I 'EXISTING GRACE
(STABILIZE W/ GRASS (TYp)
AND STRAW NETRNG)? I
f/
5 -- S 1 Z
SYNTHETIC TITER
3
CLASS A RIP RAP SEPARATOR- - FILTER To
FABRIC
TEMPORARY STREAM CROSSING (FORD)
211
FORM BERM WITH
EXCAVATED MATERIAL
EXISTING OR
TEMPORARY DIVERSION SWALE
212
STEEL POST -\ 1RENCH UPSTREAM END OF STORM DRAIN
TOP OF BERM
CARRY CLASS 6 STONE
UP SIDES OF SPILLWAY
TOP ELEVATION OF $TORMWATER 157 WASHED STONE •--\ I T8' MII
- - - - - - - - - - - -
nOw \
\ p?2 MAX 2 MAX
S t I- I
NOTE: CLASS 8 EROSION
CLEAN BASIN WHEN CONTROL STONE
1/2 FULL LENGTH (SEE SEDIMENT BASIN DATA)
SECTION THRU BASIN AND FILTER SYNTHETIC CEOTEX7ILE-
NOT TO SCALE SEPARATOR- FILTER FABRIC
CARRY CUSS 8 STONE
UP SIDES OF SPILLWAY
18' WIN
12 ?
I (3'-D' WIN)
SECTION THRU BERM AND FILTER
NOT TO SCALE
GRASS LINED CHANNEL (PERMANENT) STRAW W/ NETTING '
STRAW W/ NETTING (TEMPORARY)
1
] J
TYPE T
DITCH EROSION

GRASS UNED CHANNEL (PERMANENT) RETENTION BLANKET,
SEE DETAIL 107
DITCH EROSION RETENTION BLANKET (TEMPORARY)

3 3
TYPE 2
/V J J
AVy\q_,

12' (MIN) CLASS 'A' STONE LINING
TYPE 3 SYNTHETIC GEOTEXTILE
TYPICAL DITCH DETAIL FABBRICATOR- FILTER
(SEE DETAIL 215)
213
/ x-21' :..7CUSS N
CONTROL STONE -
-157 WASHED
STONE
-TYPE 8 SEPARATOR
GEOTEXTILE
TEMPORARY SEDIMENT BASN
208
ROC( DAM TABLE
NO. GRACE
ELEV.
(FT-WSL) DAM
ELEV.
(FT-MSL) LS
(FT.) LA
LENGTH
t
2
J
4
NOTE:ELEVATIONS AND REQUIRED LENGTHS SHALL BE
CONFIRMED IN THE FIELD BY THE CONTRACTOR.
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
214
PERSPECTIVE VIEW
NOT TO SCALE
DITCH LINING TAM
PIPELINE STATION LINING
FROM TO
15+00 16+00 TYPE 2
n+w 17+70 TYPE 2
27+00 25+50 TYPE 2
33+80 34+00 TYPE 2

34+10
34+60 -
TYPE 2
37+82 37+92 TYPE J
38+05 39+50 TYPE 2
40+25 42+50 TYPE 2
42+75 43+20 TYPE 2
48+85 51+10 TYPE 2
61+30 61+63 TYPE 2
68+80 69+90 TYPE 2
75+60 76+65 TYPE 2
84+45 84+85 TYPE 2
NOTE All NON-PAVED AREAS SHALL BL
ESTABLISHED IN GRASS AS SPECIFIED.
215
i
MIN
SECTION
SILT FENCE
Il,A1ij01E
AH s
r?
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE / EXIT
301
B'H GALVANIZED STEEL
LENT (WHERE SHOWN) -STREAM FLOW
ION YEAR
FLOOD CLEV-

?o

STANDARD MANHOLE
(66'x 48' TEE)
(60'x 48' TEE)
(SEE ALSO DETAIL 303)
304.
SEE DETAIL 805

d
DR RCS E(T'RQR
/ „FOR IS
4d
FLAT TOP SUB
SEE NOTE R
CAST-W-PLACE MANHOLE RISC AND
COVER. SEE BINS FOR TOP
DEVATDN (SEE NOTE 7)
GRACE PARES, YE PLANS
SLOPE PIVSHO GRADE AWAY
FROM MANHOLE (ALL SDES)
GRADE RINGS PERMITTED
.
.
-?t 7, T
77 ,'7777
a NOTES
?..
r Kq
B•. OALVANIZD
STEn
.
VENT (WHERE SHOWN) -STREAM FLOW

SMALL FIELD MOTE EXACT
IPITO LWATON,
1. THE CONTRACTOR
OF
DIM
SCE DETAL 505 ORIENTATION, DIMENSION, AND MATERIALS S OF PIPING TO BE CONNECTED TO

STEEP CUT ON FILL SLOPE
- - - - - - -
_

ON YEAR i
/ PRIOR 10 ORCERINC MAIERIALS. CDN TRACTOR SHALL NRHISH AND MIIAn ALL
PUT I_ SLAB IRAN-ON PIECES, CLOSURE NIECES ETC. REQUIRED 10 CONNECT TO THE
SEE NOTE A EXISTING PIPING AND AS NECESSARY FOR A CWPLETE INSTALLATION-
2.1 SLOPE (uA1) j
ROW CtFV? ' l /
1. WHEN uA TOP VI w EXCESS OF J FEET ABOVE FINISHED GRACE. OU7SYIC
\\ / RING & CAST-N-PLACE MANHOLE STEPS SMALL LL B BE PROVIDED
RING b COVER- - SEE FF PL PLA ARS
]y- / FOR TOP ELEVATION 3 CONTRACTOR SHALL COAT THE ENTIRE INTERIOR SLIRFACE OF MANHOLES IN
? ??RHRRAWA
' cam
Jf - TWO COATS COAL TAR EPOXY (YIN ZX MIL OFT). SEE SPECS
x[nNNO GRADE VARIES, SEE PLANS
SLOPE FINISHED MADE AWAY ' Ul /, NO GAAGE ANGS WLL BE ALLOWED, THE MANNA( TOP ELEVATION SHALL BE
5
FROM MANHOLE (AIL SIDES) / EDUAL TO OR GREATER THAN THE ELEVATION INDICATED ON THE PLANS. MC
\\?
\1 PO ELEVATION FROM THAT INDICATED M THE
7
OT
L
Q
/?
\/?/,
UPSLOPE TOE S
POSITIVE GRADE I.OF MAX. r
?
PUNS SHA
\
iD
L N
[%
0
i
SIDE SLOPES ND GRADE ANDS PERMITTED
3: 1 (NM.) A V A \\\\

STEEP C
T OR FI
OP[
S
LL
U
L STANDARD R' RISER SECTION

IRLM WN HEIGHT AS REWIRED
DIVERSION DITCH
302 TRANSITION FLAT TOP SLAB

10' 1
17
FOR 60• AND 66 P'l T- SEA
Sx AISLR SECTION
.
. TRANSITION 1CP WIN 6' HEIGHT

SPACE
NOTE Fu ANNULAR
BETWEEN
INTERCEPTORS
PIPE ro
OF
MIN WIN
WISIX OF PIPE AND YI N
CONCRETE TL MASONRY 10 5[[ DCiq )Ot
N
?
NSA[ RARATYNINESS. AI. WI H Il' YN AN
IN
iOLE BAY SECTION SHALL BE ,
REINFORCED CONCRETE, WATERTIGHT
INSTALL 5 RAC[ W RISER SCCMN INTERCEPTOR BOOTS REWIRED FOR PIPE CONNECTION.
POOP QUIRES WALL DWG
MANHOLE
¦ATERSIOP CONNECTION SLOPE
1//'ATT. SUCH THAT It B EMBEDDED
/ 1w
CLAOECE .
10 BE 1-SERIES BY TINDALL CONCRETE
AROUND EXISTING PIPE - A PRODUCTS, DR EW AL
SEE DOTAL 631
\ TEAL DEPTH BENCH, IN FOREGROUND
CONCRETE COLLAR-EXTEND fY
BEYOND OUTS" OF MANHOLE BASE a CLASS 'A* CONCRETE SQUARE
I i ' ( STAB, SIDE LEMON 17' .
M[OVCO MANHOLE BOLTED
i . I GREATER THAN OUTSIDE
JOINT CONNECTION REQUIRED N I I - DNEIEA OF YAPNO[ RISER.
FOR NAICABGHr MANHOLES
-?
16 BARS AT 1' OC/EW
CRUSTED STONE BASE
a 8' MCA WN
DOGHOUSE PRECAST MANHOLE
305
BELL b SNGOT RANT (TIP) 6'A GALVANIZED S1EEL
JOINT SEALANT IEOIRED VENT (WHERE SOWN) -STREAM FLOW
SEE SPECIFICATIONS EE CEIAL I=
AT TOP SLAB
9 EE NOTE 1
ION YEAR
FLOOD ELEV

1

CAST
-N-PLACE M
ANHOLE

Z
ING k COVER- SEE PLANS
OR TOP ELEVATION
GRADE VARES. SEE PLANS
SOPE FNISHED GRADE AWAY _
FROM YANHDIE (ALL
SDES)
/,?y.,
A SRCDT'O-RwC
(Tr) .
GRADE RINGS PERMITTED
STANDARD PRECAST MANHOLE
(TO BE USED WITH DETAIL 305 ONLY)
307
TYPICAL FLAT TOP MANHOLE
MANH?H F PAtF'-T
Si -ww S HEIGHT NS"
72'-MN 7• HEIGHT NNSDE
78'-MN B' NEIGH SCK
11'-YN 9' HEIGHT INSIDE
AS REQUIRED BY SUPPLIER
ALTERNATE MANHOLE
TYPICAL MANHOLE SECTION
54' AND LARGER PIPE
303
N7
FILTER FABRIC
' SEE SITE SECTION
GRADING PLAN
RIP-RAP APRON
307
r
FLAT HEAD MACHINE SCREWS,
OPENING VARIES AT CORNERS AND AT 24' MAX
AT 3'-0' MAX OC SEE PLANS SPACING ALL AROUND OPENING, AL CHECKERED PATE
REQUIRED ONLY WHERE INDICATED RUSH WITH SURFAC

ON DRAWINGS A BOLTED OR
TED OR E

WAIFRTIGIT ACCESS MATCH. EXTRUDED
ALUMINUM FRAME

ALUMINUM W
8
ANCHOR L00018'DC
CHECKERED PLATE MIN TWO EACH 5CE, 7TP
(SEES SPECIFICATIONS) = W
= W AL STIFFENER ANGLE AS
MALL HAVE MIN b RECD WELDED TD CHECKERED
3EARNG ALL PLATE, (SEE SPECS)
FALL THROUGH PREVENTION
JJv.' \ SYSTEM REWIRED AT ALL OPENINGS
STANDARD
LIFT HANDLE, TWO HANDLES
ACCESS HATCH ARE REQUIRED WHEN THE
OPENING IS GREATER THAN X.
401
ADDITIONAL DIAGONAL BARS. REQUIRED IN LIQUID
RETAINING WALLS ONLY, ALTERNATE WITH HORIZONTAL
BARS USING THE SAME SIZE
AND SPACING.
'ICAL
VERTICAL BARS BARS CNTAL BARS
HORI
ZONTAL
BARS - ?? ??

W4 OIA LAP MIN '`-STANDARD 90'
(OR AS SHOWN) HOOK
DRNER . STD 90• HOOK LENGTH INTERSECTION
TYPICAL WALL REINFORCING
404
CONTINUOUS FULL SPACINGS 3' MIN
HALF SPACING MAX 6,5
HALF SPACING, WIN 0
FULL SPACING, MAX a
TYP EACH END
SID 90' HOOK ON •?'
_ o VERTICAL REINF
REO'D WHERE SHOWN
ON PLANS.
\ ? z
WALL BEAM WALL
F PA
N WALL DOWEL7YP y
ROOD COVER.
119
(
II ° ?o
CONTINUOUS FULL SPACINGS
-HALF SPACING, WIN - FULL SPACING, MAX
TYP EACH END
SECTION - WALLS AND SLABS
-STD 90' HOOK, TYP
NOTE: ORIENTATION OF OUTSIDE
AND INSIDE LAYERS OF REINF
SHALL BE AS SHOWN ON PLANS.
'FULL SPACING' IS BAR SPAGNC
CALLED OUT ON PUNS.
TYPICAL BAR PLACEMENT
407
d
' NOTES:
PLACE EXTRA BARS OF THE SAME SZE AS THE I CONCRETE FCRNYpAK SHALL BE W ACCORDANCE WITH Ap 347,
INTERRUPTED BARS Al EACH SIDE Of OPENINGS. RECOMMENDED PRACTICE FOR CONCRETE FORMWORK AND U.S. PRODUCT
pUAN71TY OF EXTRA 8AA5 AT EACH SOE SHALL STANDARD FOR CONCRETE FORMS, CUSS I, PS I.
EQUAL HALF THE OUAN7ITY OF INTERRUPTED
BARS, EXCEPT WHERE NOTED OTHERWISE. 7 CONCRETE PROPERTIES SHALL BE:
BENT 5/16' SST ROD PROVIOE ONE DIAGONAL BAR EACH SOE OF FC•4000psi LINO 0 25 DAYS CEMENT-TYPE F

RECESS DRILL 5' AND TAP FOR
lG SST FLAT OPENING, SZE TO BE EQUAL TO MAIN REINFORCING.

A
T
•/C<0,45 AIR CONTEN7.6StL5b
REST
WHEN AT REST
CUTOUT N PLATE
/ HEAD MACHINE SCREW TYP
REWIRED
AS YPIC
(
L EACH FAME) 440.119
3•
+ + + + + + + + NOMINAL SLUMP-4 INCHES
AN APPROVED POZZOLAN MAY BE SUBSTITUTED FOR AN EQUAL AMOUNT OF
CEMENT BY WEIGHT UP 10 25X. GRADATION AND MATERIAL REQUIREMENTS
1/B
SECTION
ACCESS HATCH
402
- -

I
+ + + + + FOR ALL FINE AND COARSE AGGREGATE SHALL BE SIZE NO, 51, ASTIJ C33.
PRIOR TO COMMENCING CONSTRUCTION, A CERTIFIED CONCRETE MIX DESIGN
\
`- I
e' NEOPRENE
WAO SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL ALL CONCRETE
ALL
WITH AFT BURLAP FOR AT LEAST 5 DAYS
SHA
BE MOI
T
R
BONDED /
BONDED TO FRAME + + .
S
CU
ED
LL
EXPOSED CORNERS SHALL BE CHAMFERED 3/4
CONTINUOUS AROUND 1 I
OPNC
-} +
+ +
+
OPENING I
I 3 CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRACE
+ + + 60, AND SHALL BE PLACED IN ACCORDANCE WITH'RECOMMENOED PRACTICE
'
-2'x3/16' AL BAR LATEST EDITION AS PUBLISHED BY THE
FOR PLACING REINFORCING BARS
'
'
+ + + + + + CONCRETE REINFORCING STEEL INSTITUTE. SPLICES SHALL BE CLASS
8
\-3/8' A SST HEX NUT CONFORMING TO PROVISIONS CF ACI 318.
+ + + + + + + + 4 WALL FINISH SHALL BE GROUT CLEANED. SUB FINISH SHALL BE WOW
WATERTIGHT FLOATED AFTER SCREEDING. TOP SLAS SHALL RECIEVE A BROOM FINISH
NOTE: THIS DETAIL IS FOR OPENINGS
' FLOATHC.
FOLLOWING
8
0 OR LARGER, FOR SMALLER
OPENINGS, BEND BARS. 5 PVC WATERSTOPS SHALL BE FLAT RIBBED TYPE, 6 INCHES MICE WITH A
MINIMUM THICKNESS AT ANY POINT OF 3/8 INCHES AS MANUFACTURED BY
A.C. HORN, INC., VINYLEX CORPORATION, OR GREENSTREAK PUCTTCS
TYPICAL REINF AT OPENINGS PRODUCTS. PVC WATERSTOPS SHALL BE MANUFACTURED FROM VIRGN
POLYVINYL CHLORIDE PLASTIC COMPOUND AND SHALL BE INSTALLED PER THE
403 MANUFACTURER'S INSTRUCTIONS-
6 EXPANDING RUBBER WATERSTOPS SHALL BE A CHEMICALLY UODFIED
NATURAL RUBBER PRODUCT WITH A HYDROPHILIC AGENT. EXPANDING RUBBER
WATERSTOP SHALL BE AOEKA ULTRA SEAL MC-2010M BY ASAHI DENKA
KOYGOKIK, HYDROTITE BY GREENSTREAK PLASTIC PRWUCIS, OR EQUAL, AND
SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS.
WATERSTOP WHERE
QASREWIRED, SEE
SAUCE 4 2' SPECIFICATIONS AND
GENERAL CON CRETE NOTES.
1/3 1/3 1/3
WATERSTOP
?- FOR TYPICAL KEYWAY, 2
SEE 406
FOR SUB OR WALL THICKNESS AND
REINFORCING, SEE DESIGN DRAWINGS.
TYPICAL CONSTRUCTION JOINT
405
RECD COVER,
TIP T
CONTINUOUS FULL
HALF SPACING, MIN
FULL SPACING, MAX
TYP EACH ETD
TYPICAL KEYWAY
406
SPACINGS
aao
F N
o
4 VERTICAL BARS
IN CORNER
I
HALF SPACNC, MIN CONTINUOUS HALF SPACING, MN
FULL SPACING, MAX FULL SPACINCS FULL SPACING, MAX
PLAN - WALLS
FOR BARS IN TENSICN
ly • 60,000 psi Ic' • 4000 psi OR GREATER
BAR DEVELOPMENT LENGTH,1 dN
SIZE BASIC W/ CONC COVER '
IS B' 6'
14 10' 7'
j5 1'-0'
F6 1'-3' 11'
17 V-5' 1'-0'
?a V-7' V-2'
13 V-10' V-4'
110 2'-I' V-6'
J11 2'-3' V-7'
'SIDE COVER NORMAL TO PLANE OF HOOK
AT LEAST 2 1/2' ; AND FOR 90' HOOK,
END COVER BEYOND OUTSIDE END OF
HOOK AT LEAST 2'.
AH
7 ALUMINUM SHALL BE ALLOY 6061-T6. ALUMINUM CASTINGS SHALL CONFORM
10 ASTM B26, 885, OR 8108. ALUMINUM PLATES SHALL CONFORM TO ASTM
8209.
8 CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS,UNLESS
OTHERWISE NOTED ON THE DRAWINGS:
A - CONCRETE DEPOSITED DIRECTLY AGAINST EARTH 3'
B - CONCRETE EXPOSED TO EARTH OR WEATHER 2'
C -SLABS 2'
AT SURFACES CONTACTING WATER OR SEWAGE 2'
D - BEAMS AND COLUMNS (TO MAN REINFORCEMENT) 2'
(TO COLUMN TIES OR STIRRUPS)-1 1/2'
SURFACES EXPOSED TO SEAWATER-4'
E - WALLS 12' OR MORJ 2'
WALLS LESS THAN 12 2
SURFACES EXPOSED TO SEAWATER-3'
F - FOR SURFACES EXPOSED TO WATER OR SEWAGE IN BEAMS,
COLUMNS AND WALLS ADD 1/2' TO ABOVE
9 SPLICES SHALL BE CUSS'S' CONFORMING 10 THE PROVISIONS OF
ACI 318-99 UNLESS NOTED OTHERWISE.
10 ALL EMBEDDED ITEMS SHALL BE INSTALLED AND SECURED IN PLACE
BEFORE CONCRETE PLACEMENT.
11 ALL JOINTS N WATER BEARING STRUCTURES SHALL HAVE A WATERSTOP,
ALL JOINTS BELOW GRADE IN WALLS OR SUBS WHICH ENCLOSE AN
ACCESSBLE AREA SHALL HAVE WATERSTOPS
12 CONSTRUCTION JOINTS NOT SHOWN SHALL BE SUBMITTED BY THE
CONTRACTOR FOR THE APPROVAL OF THE ENGINEER PRIOR TO
SUBMITTING REBAR SHOP DRAWINGS
13 PROVIDE VERTICAL CONSTRUCTION JOINTS IN WALLS AND HORIZONTAL
JOINTS IN SLABS NOT GREATER THAN 45'-C' ON CENTER
14 NO BACKFRl SHALL BE PLACED AGAINST ANY SUBSTRUCTURE WALLS
UNLESS ADJACENT FLOOR SUBS HAVE TAKEN THEIR FINAL SET, OR
WALLS HAVE BEEN PROPERLY BRACED, AND IN ANY CASE NOT SOONER
THAN 16 DAYS AFTER THE PLACING OF CONCRETE UNLESS APPROVED
BY THE ENGINEER.
FOR BARS N TENSION
ly • 60,000 PSI W • 4000 psi OR GREATER, NORMAL WEIGHT CONCRETE
BASIC DEVELOPMENT LENGTH "
Ad
BAR CUSS B SPLICE LENGTH "
1.3 xJ d
CLEAR SPACING23' CLEAR SPACING<3' SIZE CLEAR SPACINC23' CLEAR SPACING<3'
BASIC TOP ' BASC TOP ' BASIC TOP ' BASIC TOP '
1-3' V-a' V-9' 2'-4' 1 3 I'-8' 2'-2' 2'-4' 3'-1'
I'-7' 2'-1' 2'-5• 3'-7' Y 4 2'-1' I'-9' Y-2' 4'-B'
2'-G' 2'-8' 3'-0' 4'-6' 5 2'-7' 3'-6' 3'-11' S'-11'
2'-5' 3'-2' 7-8L 5'-6' F 6 3'-2' i-2' 4'-10' 7'-2'
3'-6' 4'-7' 5'-3' 7'-11' 7 4'-1' 6'-0' 6'-ID' 10'-3'
4'-0' 5'-3' 6'-0' 9'-0' F 8 5'-3' 6'-10' 7'-10' II'-9'
4'-6' S'-11' 6'-9' 10'-3' Y 9 5'-1l' 7'-9' 8'-10' 13'-4'
6'-B' 7'-8' 11'-B' ID 6'-8' 8'-8' 10'-0' I5'-0'
5'-1' 7-4' 5'-5' 12'-B' a TI 7'-4' 9'-7' II'-0' 16'-6'
' TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN
12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT.
LENGTHS SHOWN IN CHART SHALL BE MODIFIED WHERE REQUIRED TO CONFORM TO
THE PROVISIONS OF ACI 318-99, SECTION 12.2.
FOR BARS IN COMPRESSION
ly • 60,000 psi Ic' • 4OJ0 psi OR GREATER
BASIC DEVELOPMENT LENGTH BAR SPLICE LENGTH
BASC CONFINEMENT' SIZE BASIC CONFINEMENT'
3 IY 12'
10' B' F 4 11-3' 12"
1'-0' 9' / 5 1'-7' I.-3'
1'-3' 1'-0' # 6 V-11' 1'-6'
V-5' I'-I' t 7 2'-3' V-9'
1'-7' 1'-3' f a 2'-6' V-11'
V-10.. V-4' F 9 2'-10' 2'-2'
2'-1' 1'-7' 10 7-3' 2'-6'
2'-3' V-9' F 11 3'-7' 2'-9'
' BAR ENCLOSED WITHIN SPIRALS OF NOT LESS THAN 1/4 NCH DIAMETER AND NOT
MORE THAN 4 INCH PITCH OR WITHIN t4 TIES IN CONFORMANCE WITH ACI 318-99,
SECTION 7,10.5 AT NOT MORE THAN 4 INCHES ON CENTER. FACTOR 0.75 USED.
•

I1 S_ . AFTER STEEL STRAP. ROT DIP W1V
If1EA
?? FAB. 1 REO'D EA PIER 5/a- STRAP 13OLI
I
REO'D EA PIER
I
I
I

I
12.0/4
I
I
G

H-HEICHT OF PIER
D•NONINAL DIA OF PIP
00•OUTSCE CIA OF PI
RENFORCIHC STEEL
I ALL DOWELS AND VE
TO BE 07012• OC (L
2 ALL NOR12ONIAL ON
J4012' DC (MAX) Al
3 AOJ.IST BARS TO
ACCOMMODATE PEES
;4 *PILE FOOTING ONLY
PIPE BRIDGE PIER
SCALE: 3/B'•P-0'
801
;ENE WALL-
ED CONCRETE
IPE OR REINFORCED
PIPE WITH RUBBER
WALL
RCP WALL PIPE
806
PIPE
CEMENT MORTAR LINING
WATERSTOP (LOCATE AT
CENTER OF WALL). CIM _H_-
2" FOR PIPE 36* 04A AND SMALLER
3• FOR PIPE 42' TO 54' OA
4' FOR PIPE 60. OA AND LARGER
EXISTING RCP
ADAPTER
807 (USEDDONLYEWITHAL
SECTION

OR BOLTS 17' LONG r- -- -------- --------- - -,
HOT DIP GALVAN12EO
2 REOT) EA PIER I
I I
I

o I
I
I

_
MPU.53, m
I

I OUTUNE OF BRIDGE
PIER ABOVE POCTNNG
I
I I 0• MIN)
I
I

I I

I NOTE-
PIE FOOTINGS ARE ONLY
NECESSARY FOR PIERS
LOCATED BETWEEN STATIONS
I 04.40 AND PNBO.
L -------------------------? SEE DETAIL 803
PLAN NEW - PILE FOOTING
Ni$
802
RJ R PE OR MJ A PE, SEE PLANS
FOR CONNECT.N^G PIPE
*PILE FD071NC ONLY
•
.'W - WIDTH OF WALL'.
W •'
.W W/3 IWIS.
4FA. ../ TWO SEPARATE WRAPS
T
LL .
V OF EXPANCWC RUBBER
WATERSTOP
NOTE: EACH WRAP SHALL BE LAPPED 4•, WITH THE LAP ABUTTING
SIDE BY SIDE. LAPS SHALL BE SEPARATED BY 187.
WATERSTOP CONNECTION
AROUND EXISTING PIPE
RCP EXISTING CONNECTION
NOTE. UNLESS SHOWN OTHERWISE ON THE CONTRACT
DRAWING, HANDRAILS SHALL BE TYPE I.
-0• MAX 6'-G• MAX 3/4-
1 112• AL PIPE 4' MAX CC n MIN
RAVING -? ,n n
I
W I/2' AL PIPE'
(VERTICAL)I
TOEBWRO-TYPICAL 1I ,
w° ALL HANDRAILS
TYPE I WALRNG SURFACE TYPE B '
ELEVATION C
S• MIN
3 1/2' MIN
PLAN
ALUMINUM HANDRAILS
snq
EXTRUDED ALUMINUM BASE FLANGE)
TOEBOARD 1 1/2' ALUMINUM
PIPE POST
I 1/2•il/8• AL
7H• EDGE OF CONCRETE _ CLAMP
CAST AL
WN
7 SASE FLANGE
-4-1/2'? SST EXP
ANCHORS (MIN 3•
3 /
J/ EusEDMENi)
HOLES I8
-4-1/2.4 SST EXP 318'0 SST
ANCHORS (MIN 3• SET SERE
EMBEDMENT) SURFACE MOUNTED
-CAST AL BASE
PLATE TO CONCRETE
12'
PER FOOTING- 4
II
II g
II
• II ,
PLACE P' IN 00HONE
FILL
TH I
AND IACX
CONCRETE II
=i

II
II - 20'0 MN AUGER HOLE

II NOTL,
MOLE SHALL BE CLEAN AND DRY
BEfDRC CONCRETE PLACEMENT.
A TEMPORARY CASINC MOST UKELT
ELEY-1550 WILL BE REQUIRED.
wN
III, E v
PILE EMBEDMENT
803
NEW WALL PIPE AS REDO
NONSHRINK GAIN
3/8•.6' SPUR WATERSIOP
AROUND PERIMETER OF
OPENING

2• MIN EXTENSION 0
DF BOLT AfiOVE NUT,
TYPICAL
CUT EXISTING RENT
AS RE
SPLIT WATERSTOP
CUT IN RCP
808
NEW PIPE
L THE CONTRACTOR SMALL FIELD VERIFY EXACT ELEVATION, LOCATION,
ORIENTATION, DIMENSION, AND MATERIALS OF PIPING TO BE CONECTED TO
PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL FURNISH -0 INSTALL ALL
TRAMS RCN PIECES, CLOSURE PIECES, ETC. REQUIRED TO CONNECT TO THE
EXISTING PIPING AND AS NECESSARY FOR A COMPLETE INSTALLATION.
2. DESIGN BASED ON A MAXIMUM PIER SPACING OF 72 FT ON CENTER ESTABUSH
PER SPACING BASED ON BRIDGE LAYOUT SHOWN ON SHEER 10.
3. ALLOWABLE SOIL BEARING CAPACITY IS 2000 PST.
4. ALL WALL PIPES SMALL BE CAST L04LES$ OTHERWISE NOTED.
S. PROVIDE PIPE JOINT WTIBN TWO (2) FEET OF EXTERIOR FACE OF WALL AT
CONNECTION 10 ALL NEW AND EXISTING STRUCTURES OR MANHOLES.
B. SPLIT WATERSTOP SMALL BE REQUIRED AT ALL NEW PIPE PENETRATIONS
THROUGH EMI STIMG COMCRETE WALLS UNLESS OTHERWISE INDICATED ON THE
CONTRACT ORAWNCS. SEE SPLIT WATERSTOP DETAIL BOB.
7. ALL NEW OPENINGS N EXISTING CONCRETE WALLS SHALL BE ACCOMPLISHED
WITH A CLEAN SAW-CUT. SURFACES SHALL BE ROUGHENED BY APPROVED
METHCOS.
NEW CONCRETE WALL
WALL PIPE WITH INTECRAL
WATERSTOP, DRILL AND
TAP FOR STUD BOLTS.
DUCTILE IRON WALL PIPE
804
NEW CONCRETE WALL
OR SLAB
WALL PIPE WITH INTEGRAL
WATERSTOP (FLG A PE)
DUCTILE IRON WALL PIPE
(FOR VENTS AND MH VENTS)
805
m f1/4?TYP

5/8' SST EXP BOLTS POOR WALL SECTION
0 12. OC, STAGGERED ALTERNATE
WALL
S/16'Q' CONTINUOUS
SST BAR, 1YP PROVIDE SELF-CLOSING
CATE AT ALL LADDERS
AND AT ACCESS POINTS
WHERE NOLAIEp ON
THE CONTRACT DINGS
BEG OF SEALANT
OR ADHESIVE BETWEEN n
WATERSTOP AND CONCRETE
CAST AL BASE FLANGE (SEE 2'_4 12'
EXISTING CONCRETE WALL PLAN NEW DETAIL 0:52000)
OR 6•X6%I/4• SST BASE T
2-3/8• SST ANCHOR
E• BOLTS AND INSERTS, TYP-\
71-11 --T __7
CC
D BRACKETS' EOUALLY
Ll SPACED AT NOT MORE
p THAN 5'-0' OC-
u 1-1/2• AL PIPE RAIL
G
l3/4" MIN CLOSED
z EXTRUDED AL RUNGS
rc r
2 1/2'.3/8' ALUMINUM 19• I
hl BRACKETS W/ 3/4• SST
ANCHOR BOLTS AND INSERTS
OR ADHESVE ANCHORS
-IF CONCRETE IS AVAILABLE FOR
K\ BASE REPLACE BOTTOM BRACKET
WITH AL PLATE AND SST ANCHOR
BOLTS AS SHOWN AT TOP OF
SECTION LADDER ELEVATION ?tGy
ALUMINUM LADDER
810 i
?...
71
III
I I II I III 111 1111
? I 1 1 1 1 ,I I I I I
1 I I I I I l i 1 1? l I I'
I I 1 ?? I 11. III I
III
! , 11 I I I I I I
_ ? I I I ' I I ?'? I I I II
1111?1f1 ?II
/ ' I I I I I I I( III'
/ 1 I l l l I I I I I( I
r/ 1 Oj 1 1? I I I1711
1 a' I 'I I II 1
.-1": ? ? I I I I
- ?:? ? I I I I II
-? I I I I I
` '1 VIII
/ 111 ,
I
PROVOYD AINCTION 80? I II
1 I I
I
I1 / I I I I n
-[x1511NG JJNCf1M BOx O I
II 1 I'''?I?
1I I 1 I
1jj911?II'Il'
III 111' IIl
III 1111111
III 11111111
111 III III
Illl ''' III
111 ''?Ij11
I I 1 1' I I.
?I1? 11111 II,i!
1 1 1 l 1 1
1?111111,,1,I,I
1 11 II 1 1111 II III 1111 1
,1,,111 111
III I l,.
VIII 1 ( I
I, T I 1 1 11]65
I I l
9VCI III Ilt\1? ?
`' i /
(/ / / 1 t
1 \.
0/ A
-Top of Slab 1\`
-a:STGC.UY'2Rt10.•SIR11G1;B0X` ,1 UI I ( )
1
A
y% VA '0 .1 1 1
\\
PROPOSED INVERTED S;PHC INLET BOX
I'll
i.1 1 1 I
,11
1 I? I? li 1 1 1
II ?1 1'\
I I I \'rrcc?S•11 1 1 ` C
I I I 1? 1 1 1 ` L
\\ I 11 11 1 1 II
VA' 1 II ? l 1
1\\ 1 1 1 I I I
I\VV I I ( I
\ 1
I ?\\ I I
PROPOSED GRADING PLAN
SCALE I' . 20'
EXISTING 72' RCP- '
EXISTING 4d• RCP TO
BE REMOVED DURING
CONSTRUCTION
SEE NOTE I AND 2.
14'
NOTES:
L THE INVERTS SHOWN FOR THE WALL PIPES ARE BASED ON THE BEST AVAILABLE
DATA FROM RECORD DRAWINGS AND A SURVEY PRONGED BY BARBARA H.
MULKEY ENGINEERS. THE ACTUAL INVERTS OF THE STRUCTURE AND WALL
PIPES SHALL BE DETERMINED PRIOR TO STAKING. THE ACTUAL ELEVATIONS
SHALL BE REPORTED TO THE ENGINEER AND VERTICAL ADJUSTMENTS MAY BE
REQUIRED TO ACCOMMODATE ANY CHANCE.
2. CONTRACTOR SHALL MAKE SURE EXISTING 48' SLUICE GATE IS FULLY CLOSED
BEFORE REMOVING 48' RCP. CONTRACTOR SHALL INSTALL A MASONRY
BULKHEAD FILLING THE VOIO OF THE EXISTING 4B' PIPE AND THEN INSTALL A
60' SQUARE. 1/2' THICK GALVANIZED STEEL PLATE BOLTED TO THE STRUCTURE
WITH 1/2'9 EXPANSION ANCHORS SPACED AT 18'OC.
?I
EXISTING
JUNCTION BOX
(SEE NOTE 1)
.--ExISTING CONC
BEAM. TYP
EXISTING GONG
SEAM. TYP -
72•A CLASS IV RCP
ALUMINUM
CHECKERED
PLATE AND
FRAME
............................._
CAST-N-PLACE
YA CLE RING
AMID COVER
/oT11
VENT. TYP -? r
(MP. 2 PLACES)
L'
zi
x _
4d'x 8.
ALUM. DOUBLE
DOOR MATCH
Q
-------------------------------------
A'-
ALUM LADDER
ALUM HANDRAIL
72'0 CUSS N PCP 0 0.477.
--------------
FOR INVERTED SIPHON N0. 1
INLET BOX. SEE SHEET D8.
171'.77'
SUNCE GATE.
TYP 66'0 CLASS IX RCP 00.08X
?STA. 12..2.31^
CAST-N-PLACE
MANHOLE RING
AND COVER t?Ll.
---------------
`FOR JUNCTION BOX
SEE SHEET D7
EXISTING 54' RCP
r-EnSRNG 66' RCP
LAYOUT PLAN
SCALE: 1/0.1'-0'
7 -7,
EXISTING 56'
INTERCEPTER
I I I
r
R
\ ------- -------

/ EXISTING CONIC \
/ BEAU, TYP \
?
______?
?/____________________
L____________________________ _,..?
CASTING LADDER
i I
Gnx
EXISTING I
ALUMINUM
CHECKERED PLATE I
kf'.
AND FRANC I 10.27 LE 72' CLASS It
RCP 6 DI
EXISTNG CONIC
I BEAM. TYP
L`..
-
I

\ EX1SnNG SLUICE / N
\ CATES
8
r-o• r-o'
1-2
I
r ---- i--------- -
__+_ __
P_____ _i
F--ALUM LADDER
SEE DETAIL 610
I
I
.
I Rj? y I,
CAST I N PLACC
ww>,aE R ING -0
GIVE
I
2 03 DIAGONAL
1 TOP h I BOTTOM
c
I
_
SLUICE GATE AS SHOW4, TYP,
(TYP 2
PLACES)
I I I I
I
I
I
ALUM HANDRAIL
I SEE CETAL BDB
_
\\ ?/ FASTING 4e' RCP
\ / \ 70 B[ RCu0VE0
\ / \ / CONING
CONSTRUCTION.
SEE NOtESl AND 2
I I
EXISTING 72;',
INVERTED SON
NO. 1
TOP PLAN
SLOE: 1/4••1.-0'
'DIMENSION BASED ON RECORD DRA.NGS
PROVIDED BY THE CITY OF RALIEGN.
EXISTING OCTAGONAL
,/__ANCnON BOX
11 t.
EXISTING 7Y wv 1 1
OUT EI.173.615 L\\ /
'SEE NOTE 1
EXISTING GROUT
CONTRACTOR TO REMOVE EXISTING
GROUT AT LEAST 72' WOE FROM
PROPOSED 72' CONNECTION TO
EXISTING 72' INVERT OUT. -
l6•
L_____ _____-
I I
I
J

14'-0'
12'-0' I'-0•
JMINUN HANDRAIL
?- CAST-IN-PUCE
MANHOLE RING
COVER
TOP EL. II.A.
.EXISTING JUNCTION BOX L
ALUMINUM UDDER
-PROPOSED GRACE
rCOMPACTEO FILL MATERIAL
EXISTING
I
I
10 23 LF 77
A '0
~- LP 0 0.0:
I
I
I
'`? 0 I2'
06
0 12
HAUNCH, SEE
14' DETAIL 306
72'X72• SLUICE
GATE W/WALL
THIMBLE
ADDITIONAL REINFORCING
REQUIRED. ALL LOCATIONS.
SEE DETAIL 403
PROPOSED 66*
ROP INTERCEPTOR

I \
I
I r
I 1

I I
1 /
I \ 9 /

l
EL 171.50'
INv EL-173.61
SLOPE GROUT TO INVERTS
SECTION
SCALE I'0'
EXIST 72' INVERTED SYPHON
[AST ISIS' INTERCEPTOR
CONTRACTOR SHALL
`
REMOVE AN ADEOUATE
\V SECTOR OF THE
\ \ EXISTING CONCRETE
WALL TO PROVIDE AN
1 OPENING FOR THE 72'
I I WALL PIPE SEE DETAIL
606.
EXISTING 65'
INV EL-174,35
'SEE NOTE I

860 12', TYP
P80 B•, TYP
GRADE
PACTED FILL MATERIAL
EXISTING GRADE-
/-00 12• DOWELS, TIP.
406
EL. 171.06
1 \\ x{90
#8 0 12- COMPACTED ABC
COMPACTED SUBGRADE
4
J
BOTTOM PLAN
SCALE, 1/4'd-G-
NOTES: -
1. THE INVERTS SHOWN FOR THE WALL PIPES ARE BASED ON THE BEST AVAILABLE
DATA FROM RECORD DRAWINGS AND A SURVEY PROVIDED BY BARBARA H.
MULKEY ENGINEERS. THE ACTUAL INVERTS OF THE STRUCTURE AND WALL
PIPES SHALL BE DETERMINED PRIOR TO STAKING. THE ACTUAL ELEVATIONS
SHALL BE REPORTED TO THE ENGINEER AND VERTICAL ADJUSTMENTS MAY BE
REQUIRED TO ACCOMMODATE ANY CHANCE.
2. CONTRACTOR SHALL MAKE SURE EXISTING 48' SLUICE GATE IS FULLY CLOSED
BEFORE REMOVING 48' RCP. CONTRACTOR SHALL INSTALL A MASONRY
BULKHEAD FILLING THE VOID DP THE EXISTING 48' PIPE AND THEN INSTALL A
60' SQUARE, 1/2" THICK GALVANIZED STEEL PLATE BOLTED TO THE STRUCTURE
WITH 1/2.0 EXPANSION ANCHORS SPACED AT I8"OC.
12 6'-O.
C
o?
HAUNCH. SEE
DETAIL 308 -
1172'.12' Cl
AU(TYP 2 PUCE
I I
I I
72'0 CLASS I'Z CPS
I I
I I
I I

1
ALUMINUM HANDRAIL
L 1,6 0
0 12
15 DVASo
I -
I
\ 1l
I' COMPACTED ABC 1- L '- #8 0 12-
#a 0 12'
COMPACTED SUBGRADE RVERT- 173.61
IS

TOP PLAN
SCALL J/IE'•I'-0'
5 . 5 .
EN7, M vale'
Hula' TIC Ia'. DP • 16'. DIP ?I
Ja'. DIP
/SOPe'
M 18 Dw.o
le', M
M
.I
0
CCNST Ni pwa' pole'
I II'-e' SECTION C
I rl SCALL J/e'•I'-0'
LP
E50 I7'
ro0 tY
9012' Ai01

TOP EL=19800 F
I.-C. 6
I

OP a•lea

D

w o t2' e e 12' w e tY CA51-IN-vuCE
MANHOLE RIND
AND COVEA
.
/r GALV. BIRD
SCRECN CONNECTED
MiN RANGE RING
N07 wo IY, M PROPOSED GRADE EL•184.0
LENGTH OF PIPE
SEE PLA
N AND PROFILE DWCS
w0 9, M
WSO 12'
05 D
PROPOSED GRADE '
EL•SED.O
p0 te' OWLS I E5 TAEO 'T w0 12, M
E50 la' LONGITUDINAL

S I a
'T
EXPA
NSON
1/2'
77 -
I. ADDITIONAL REINFORCING

R
T
IE MATERIAL
AT
JOINT
FACE OF WALL I
A I
^ EQUIRED A
OPENING
SEC DETAIL 101 (M.(
iApLE
tl06 I I
/a'. DIP NICK FLOW WEIR ,!,M 2' p0 9', M
_ x
MAX aD4

I
? x'. DIP EL•171.0 M
48"S DIP
'c BEND 72'. AV ?
rip
M
LOW ROW wEIP
R•171.3
I I I

56'. DIP DO SEE BOTTOM NV EL•173.50
INV [L•I)J M
.
PLAN FOR WEIR -
1
ELEVATIONS
0 \

- - '..
. F M INV CL-I1J.C0
t2' ? . CUSS 'B' CONCRETE -
r HGB
,
/ EL•111.50

i EL-171.50
050 la- Ew

V CT IN AT SAME 6 COMPACTED ABC 106
JOINT I/2 EPE AT XP JT MAIL - J9oa' w0 li' \ (\ H
e' COUPAC7E0 ABC N o a• N>•M,.N?IQV.
\\
COUPACIEO SUBGRAOE \
CONCRETE i9 0 a'
L' N A \..
COMPACTED SUBGRADE
SCALE ]/a'•i'-0' SECTION 8
}
SCALE.
( 1, I ( I? ? CUIIUM YLAfV
\_// \`I'/ SCALE: J/B'•I'-D'
EHISllNG WALNUT
CREEK UFi STATION
EXIST
ASPHALT
ASPHALT EAST-N-RACE
SEE NOTE I uANHa,[ "INC AND
COVER ------- \
EMI SnNG WALNUT
CREEK LIFT STATION
11,-:
l5 O.LSo 12-
1 p FEUD-
I I
T'13 I
c .O AT PUMP
STAON WALL. SEE
HOTE 2
I
I I
I I
I 1
I 1
I 1
I
I
EL-160 75
.t7--
TOP OF STRUCTURE
SEE NOTE I --
LENGTH AS REO.AREO
TO LOCATE OUTSIDE
CURB -0 CUTTER
12' DR VENTS
(2 REWIRED)
rI/4' CALV. 91
/ SCREEN DIC
/ MM RANGE F
E 1

h $
D R-lef.40

_L
-r b
n
0'
caNCRnE sLwa
CRADLE (LENGTH
REO.ARED)
'
9:10 9
, T7P
/-96012'• TYP

1 r MAX.
b25TNG 72'0 RCP 1
SEE NOTE 2 804
C
111-INV EL-170.25 NV EL•170.75
1
OF
F
-960 12' Tor \ B' COMPACTED ABC
CLASS'S' CONCRETE COMPACTED SLBGRADE
SECTION A
•
TOP PLAN
SCALE: 3/6'-I'-0'
.. - -.11 e .. - .. -' N OTES
•
1. TOP OF OUTLET STRUCTURE SHALL BE LEVEL WITH EXISTNG
PAVEMENT.
r -- - ------- ---------- -- --- -- -?
2.
CONTRACTOR SHALL REMOVE (SAWCXI7) EXISTING 72' RCP 10
I T FIT THIS STRUCTURE. ACCORDING TO DRAWINGS FOR THE
WALNUT CREEK LIFT STATION PRINCED BY THE CITY OF RALEIGH
THE CENTERLINE ELEVATION OF 72' RCP AT EXISTING
1 STRUCTURE IS 173.00. CONTRACTOR SHALL VERIFY THIS

I
1
I

I I
I
I
•' ELEVATION PRIOR TO CONSTRUCIION.
I
1-4

! I

4e'0 CUSS 51 DP
• 48,o DIP

- Nv-170.75
I
906
Rp ED4
36'0 aP
NV-110.17 I '
! SIDPC CLA55 'B' 6 A CIAS I P
411 CONCRETE TO INVERT Wi I

4e'0 DIP I
I T

,
Nwi70.77 I

I
1
I
I
I.

?

I
I
I 4e'0 ttASS 51 DIP

I
I . .?
I
I
I
11-I/4' BENDS
(TYP, 3 RACES)

N L___________
___________
__ I
________3
B
BOTTOM PLAN
SCALE
960
NOTE
9' "- 960 12'
(&) 12' OW vExn ??r I
\y{/ (TgREOURCD) r?vAJ+Y': {IL
ADDITIONAL REINFORCING
Z REWIRED AT OPENINGS SEE X60 12', TTP
DETAIL 403 (TTR,)
i i 48'0 DIP
/r 4E'0 OF
r 36'0 DIP
11-I/4' BENDS

J ? \ 8' COMPACTED ABC
Cuss 'B' LCNCREIE Ago 12• 990 B' \\`
COMPACTED SUBGRADE
SECTION
SCALE! '-I
0? C?RpGy
SI C4,
?
I

----- - -------------
1/2- EAPANSIDN CUSS 'S' CONCRETE
JOINT MATERIAL AT
FACE DT WAIL
? ? I I
I I
BD. 1M (1 PLACCS)
9 CLASS 51 DIP MIDI FLOW WEJA p
uEV-111111 C
A'A DIP
INV-179.5E - - - -
00'R DIP 66'0 RCP
IHV•179.Sd W INY•119.9e
I CLASS 51 HIP 66'. RCP
LOW FLOW WEIR
- - - = ELEV-1e1.51
es6
42'P DIP
NY-119.511
I ass s, HIP
I
I
I I ? I I
I I
c I -i
----- -----------------?
B BOTTOM PLAN
SCALE ]/11'•1'-0'
I ,
0
F9o 4'
17• 18011' GAST-IN_PLACI
MANHOLE RING
TOP El•169 eJ /5012' AND COVER -\
.
SECTION SCALE 3/B'•i'-0'
ADDITIONAL REINFORCING REDUCED
AT OPENINGS SEE DETAIL 403
42'- HIP 50'. DIP
71 41'4 Dv
LOW FLOW 'A[IR HIGH FLOW MEW
EL-161.11 ---r F? EL•Ie1.61
,VV1 #4012'
,\ V i\ v
CLASS '6' CONCRETE
Fee 12'
SECTION B
SCALE: 3/9'.I'-0'
F" 12'
Fe0 W. TYP
F50 12', 11P
160 12'
DOWELS, TYP,
INV EL-1711.011
6' COMPACTED ABC
COMPACTED SUeGRADE

a11? ??0/iT.
I
,O-,I-,7/C 3T'Js
8I ??
30rtlJBns o3Uvdn0o 'dLL',Ll OSI
tl eal a a71 3134Nm ,¢, ssro
JBV antra of .7 e>I
nu.-a T L.1 _..?.,
46'141.13
dAl zn*oa tl 041
?? `?dW 1,9C
OS'C71.13
dAl T1rM d01 dp 1.71
dq /,Br
dLL ',tl 091 19'611 'l3 COr in17o 37s
3d01S 11O n37 N439 SJNIN3d0 !r OUMC130
9AJd03+i38 7VNOLLJMY
1B'eu'13
idols 110N3B WON °
1
dU .6 07
i
0
00rE1.13 d01
.L wsl ,El eh .Ll oN
j107' M3naJ ONr OnI7
30NNV1 37r1d-W-1Sr0

dJd 1,99

a
u

9 r?u53?
DWQ # 05-0694 City of Raleigh Crabtree Creek Parallel Interceptor
Subject: DWQ # 05-0694 City of Raleigh Crabtree Creek Parallel Interceptor
From: Laurie Dennison <[e-mail]>
Date: Fri, 10 Jun 2005 15:03:05 -0400
To: [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. 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.
Laurie Dennison
NC DENR - DWQ
Wetlands-401/Unit
050694CORCrabtreeCrkInterceptor(Wake)hold. doc Content-Type: application/msWOrd
Content-Encoding: base64
1 of 1 6/10/2005 3:03 PM
O?0F V4ATF9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
CO r North Carolina Department of Environment and Natural Resources
Q _ Alan W. Klimek, P.E. Director
Division of Water Quality
June 10, 2005
DWQ Project # 05-0694
Wake County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
City of Raleigh Public Utilities Department
Attn: Robert Massengill
One Exchange Plaza, 219 Fayetteville Street Mall, Suite 620
Raleigh, NC 27601
Subject Property: Crabtree Creels Parallel Interceptor
REQUEST FOR MORE INFORMATION
Dear Mr. Massengill:
On April 22, 2005, the Division of Water Quality (DWQ) received your application dated April 7, 2005 to
impact .036 acres of wetlands, 435 feet of stream and 0 square fe4t (ft) of protected riparian buffers to
construct the proposed interceptor line. The DWQ has determined that your application was incomplete
and/or 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 2H.0506 and 2B .0233(8) and
will place this project on hold as incomplete until we receive this additional information. Please provide
five copies of the following information so that we may continue to review your project.
Additional Information Requested:
1. Please indicate all buffer impacts on the site plan.
2. Please indicate the location of the protected buffers as overlays on the site plan.
3. Your application proposes 3 crossings however, the soil survey indicates the possibility of 14
crossings, please address this issue.
4. The 3 proposed crossings are perpendicular crossings that disturb greater than 40 linear feet of
riparian buffer with a maintenance corridor greater than 10 feet in width; this is an allowable
activity within the Riparian Buffer Rules, which means we need to know the proposed riparian
buffer impacts. Please revise your Pre-Construction Notification Application to reflect these
changes.
5. What is the proposed width of the maintenance corridor for all crossings?
6. What is the re-vegetation plan for all crossings?
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
N?o?r Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/101% Post Consumer Paper
City of Raleigh Public Utilities Dept.
Page 2 of 2
6110105
7. Please identify the proposed crossings on the Wake County Soils map and the site plan maps.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
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 Ms. Debbie Edwards at 919-733-9502 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly,
401 Oversight/Express Permitting Unit
CBK/dae

cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Kevin F. Carter, P.E.-Kimley-Horn and Associates, Inc., PO Box 33068, Raleigh, NC 27636
Filename: 050694CORCrabteeCrkIntereeptor(Wake)hold

Date G (y / VS Who Reviewed: `^ (Q.
DWQ# _
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
-? Please provide cross section details showing the provisions for aquatic lie passage. -
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater. management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan. V,
V
? Please indicate the diffuse flow provision measures on the site plan. V.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
El The labeled as on the plans does not appear to be necessary. Please eliminate the or provide adtiitiohal
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
a
?
The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
lans and provide calculations to show that diffuse flow willbe achieved through the entire buffer. If it
evise the
Pl
p
ease r
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management

can be discharged through the buffer.
'nts before the stormwater
practices that remove nutrients
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
4 provide $ . This additional fee must be received before your application can be reviewed.

? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
0500 and must be appropriate to the type of impacts proposed.
5 A NCAC 2H
.
plan must conform to the requirements in 1
? Please indicate which 404 Permit the USACE would use to authorize this project.
Kimley-Horn
and Associates, Inc.
April 21, 2005
Ms. Cyndi Karoly
Environmental Supervisor
DENR - Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Re: Crabtree Creek Parallel Interceptor
Applicant: City of Raleigh
Public Utilities Department
KHA Job # 011063014
Dear Ms. Karoly:
n¢604
0
P.O. Box 33068
-? Raleigh, Not Carolina
27636-3068

FILE, C +I
Please find the enclosed seven (7) copies of the PCN application and
corresponding figures, plans, and appropriate review fees. An additional copy of
this form and associated documents was submitted to the USACE Regulatory
Field Office.
Project Description: The City of Raleigh is proposing to construct approximately
2.23 miles of 60/66-inch RCP parallel interceptor within existing City right-of-
way from an existing junction box on New Hope Road to an existing lift station
at Barwell Road. The project portion for which permits are requested include the
areas designated as Phase 11 on the included site maps. Phase I on these maps
has already been constructed as part of the US 64 By-pass project. The project
will impact 0.36-acres of wetlands that are located within existing public utility
easement. Also, the interceptor will be installed underneath or over three
streams. Portions of the construction drawings are included for your reference as
well as accompanying maps and areas of impact figures.
Given the large size of the proposed interceptor and site conditions, installation
of the sewer is planned for open trench excavation for the entire route with the
exception of tunneled highway crossings as required. An environmental
assessment was previously issued for this project and a subsequent FONSI was
issued as included within this package.
Impacts to streams and wetlands have been minimized by the planned installation
of one aerial creek crossing and two inverted siphon sections of sewer.
Accordingly, such installations will minimize long term impacts to the streams
and wetland areas.
13
TEL [phone]
FAX [phone]

Kimley-Horn
O - and Associates, Inc.
Consultant Contact Information
Jeremy Rivenbark, P.E.
Kimley-Horn and Associates, Inc.
Phone [phone]
Fax [phone]
[e-mail]
Applicant Contact Information
Mr. Robert Massengill, P.E.
City of Raleigh
Public Utilities Department
Phone [phone]
Fax [phone]
[e-mail]
Please do not hesitate to contact me at 919-678-4133 should you have any
questions.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
J l1 '
Jeremy Rivenbark, P.E.
Project Engineer
cc: File
PA 'i` -EI"T
APR `z 2005 _ i?ECEl ED
QUALITY
Office Use Only: DSRItp S?? Y Form Version May 2002
V,
Q ® 4
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing'
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: City of Raleigh Public Utilities Department
Mailing Address: One Exchange Plaza, 219 Fayetteville Street Mall, Suite 620,
Ralei.gh, NC 27601
Telephone Number: 919-857-4540 Fax Number: 919-857-4545
E-mail Address: Robert. MassengiI10,ci.raleigh.ne.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kevin F. Carter. P.E.
Company Affiliation: Kimley-Horn and Associates, Inc.
Mailing Address: P.O. Box 33068, Ralei.9h, NC 27636-3068
Telephone Number: 919-677-2000 Fax Number: 919-677-2050
E-mail Address: Kevin.carter0kimley-horn.com
Page 5 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Crabtree Creek Parallel Interceptor
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): several - see site plans
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The Route begins at the existing
junction box near Rogers Lane (SR 2517), parallels the existing Crabtree Creek Interceptor to
Poole Road (SR 1007) and then to the Walnut Creek Lift Station. The proiect terminus is the
south side of Walnut Creek at the City owned Walnut Creek Lift Station on Barwell Road
(SR 2551) (see overall site map).
5. Site coordinates, if available (UTM or Lat/Long): linear project; see attached sheet
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 28 acres (total project area)
7. Nearest body of water (stream/river/sound/ocean/lake): Neuse River, Stream Connection
between Carolina Lake and Crabtree Creek (mid-project), Walnut Creek (proiect terminus)
8. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The majority of the proiect is located within NCDOT right-
Page 6 of 13
Aft.
of-way or City of Raleigh utility easements. General land use in the vicinity of the proiect
consists of residential, light commercial, and agricultural.
10. Describe the overall project in detail, including the type of equipment to be used:
The project is a linear project with the construction of a proposed RCP gravity sewer. _ The
gravity sewer consists of approximately 7000 feet of 66" pipe and 4800 feet of 60" pipe.
The type of equipment to be used on this project consists of backhoes, excavators, trenchers,
loaders, etc. The gravity sewer will be constructed primarily within City of Raleigh utility
easements. The gravity sewer will be bored underneath NCDOT road crossings and trenched
through stream crossings.
11. Explain the purpose of the proposed work: The purpose of the Project is to parallel existing
interceptor along Crabtree Creek, which would provide an increase in capacity of sanitary
sewers to the City of Raleigh Neuse River Wastewater Treatment Plant.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits 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 this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
Page 7 of 13

and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
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. Provide a written description of the proposed impacts: Mechanized clearing, excavation,
and backfill to pre-construction conditions
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
Wetland #1 Trenching 0.13 Yes Adjacent Grassy, existing easement
Wetland #2 Trenching 0.02 Yes 810 Grassy, existing easement
Wetland #3 Trenching 0.21 Yes Adjacent Grassy, existing easement

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cteanng, grading, vu,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.36 acres
Total area of wetland impact proposed: 0.36 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif
Stream #1 Trenching 110 Lower Trib. For
Crabtree Creek 10 Perennial
Stream #2 Trenching 132 Lower Walnut Creek 27 Perennial
Stream #3 Trenching 120 Unnamed Trib. To
Neuse River 12 Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 8 of 13
A00.
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.cov. Several intcmet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 435
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
none

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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 here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): none proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed 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 feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Stream crossines are planned for oven trench excavation due to site constraints (tooo and nine
dia.) and small nature of stream crossings at Stream #1 and #2. The route of the proposed
facilities is set based on existing City Right of Way and fixed connection points at each end of
the gravity facilities.
Page 9 of 13
Atb-
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strms,ide.litm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed 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.
N/A - Mitigation is not anticipated as stream crossings are perpendicular and wetland
impacts are less than i acre.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at littp://h2o.enr.state.nc.us/wrp/index.htm. If use of
Page 10 of 13

the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs 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 (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 11 of 13
A?
I I Zone* Impact I Multiplier I Required
(sauare feed Mitiuation
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Stormwater is addressed with proper erosion control measures. There is no additional
impervious acreage proposed with this project, as the gravity sewer will be installed and the site
restored to pre-construction conditions.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This protect does not generate additional wastewater.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
Page 12 of 13

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 (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
P ?. ? - t C G?nS r..c •p.. v •eo? /`?? t r r?' /fir -7??`>
Applicant/A ent's ignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

- - _. - "• - I
•-
•
t CREST
se-f ?1
tanwooow .fF?? ?' sft /fir
HOPE (MIPI ,' r?
?'' I 0
v I ? ci
?I 1 iii oPE
it fS" o ?S/' - 4 JR.Iy"+ri? m
.
] O ^
] (
!'
i
r
,
1
ry? o y
`
?? e
i
o ,
I
` '?
T ?
n
0
U
n L f ??? ?flq0r??
" " o ?Nl `Nraitl?]PdL
M Oj
3?
'?
na0NI 011
'
?±R:"iltu,o'n
` ! ?, 11?" S
hanl
f
vao4xPU?frPai
9 N
?
q f s GRO
1
?.. ? ?ffw n w
r
] MMRON rl I
IWOfY t1
O4 _
0
cwfcrwxu"G G.uI
frPl4olub (?
lfC C ..'.?
? aw yy,, n
? ? WMIPM NKl1 CT'? rl1m 114!
j 0?K 1M Y0f CT l I /.¢i y'
?

~_ _
'
1lrK1 NOMP Ci 7
IC AtiTIM?CT?" ? IKWa{ION xIPIx Wr Q• fy'
,`
'
.
: .. 64 1 I
S
n.NP a
® 1 usl ' f
••?
Y ?
1 'G
1Nreld av i 64
Nd rt? ?
?i
??
fiS C ME
Op 4f
s3.
MILBURNIE
K
W?
f
REEN
ES
h _ 1? v sivxnaa,n oll I PIN
InK
f
w.`.
N?,1•.. E S ING 1 TFTJN 00
icAT, P?'?K
LIGNAA;,
\A

iria W \
eARCLAY
bt„ °- DOWNS

€ ]ON Ci
?? nN,a pv1 m I I ? p? ___?I ;:IIW\?s naw uN , j Y/ ,a"
_ '?.-•-
I
u1aNNNl -? _
ROO
r ® 'P Y
oN
' BSi PR • 6' ED T

!<g?AIE
? ?t l
E ?
a
4la4 ;
IRTH
_
d
f lyj GOLOE r
'- 1 FORES vl
. I 9 u n

e :. ?") . ?qq 00 HICKORY
; PNr PCH
MEA 9 y M CT
14
2
X111
i
g
wwu.LkP+]r (_ G
pq i
VgN804 ... -Ja` E f
q 1
e
il
vr
.,
64

UY

l 4
n'
Ni
r?o
_
!
°
SAWll, \
Complex 1
• ?ewoo4 nx P ?v
' "=f a ?
A -LE

-
I ] x IT ,?Y.._.

oMO c.` nI
-o ASE
evx8n° n u4P •i?
q0 \Valnw Crcck
Amphilhcam`/d
4nl ? fT i_
8 © ? i "- ¢ I Y
'a
'

:'
r_ I _ 00
9 p uP //
JJ
N Y4 A
Title: Vicinity Map

E pppr- I Project:
Crabtree Creek Parallel Interceptor
_ City of Raleigh

' Kimley-Horn and Associates, Inc, Raleigh. North Carolina
Date: Scale: Project No. Figure:
12/20/00 N/A 011063014 1

Ik.

01
4 15
z
?

REM
9 AkVS
?
?DAM
' __x 273
c
>r
4 6 MARKED HIS RIC'
TARY .I ... _ o
PHASE 1

K295-,t

a H.
x2cj
i raj I_

• 11•
' i
=====-.
9 WILLIS- WYATT ?I "?
FARM
4. YI)1:1 } 01 .0 it -
w
J / ??? ? 1 l r! ]'pl f as ?V\
_
Pool
E2
New Bethel
o ?Ch
m i J

n
J?
Csr -
I
I ,
n
'ZI
ll Poa?
• u,ii
,
`S9Wirgti D15 SBI
//
• •?I -,
• ;, II'? •
(
i.
\
1
J/
? ,
.
(
a
I kr .. .It-
\! /

2s t r. / Qb
n L81
Poole
00 B, d
WETLANDS STREAMS ;

? - REGISTERED HISTORI SIZES
? • -
-
=I
N??? O'?
?-''
LL
?
, '
)EIS-TING
- -
ILIGNME
U 4-PROPOSED ALIGNMENT ------- w.\
B,.
--__?y-?_.
-
C
f

ll I Wei
"'..
?
,
i ? •'

Title: USGS Quad Map (Raleigh East, 1987)
-

F1 Project:
Crabtree Creek Parallel Interceptor
- City of Raleigh
Kimley-Horn and Associates, Inc, Raleigh, North Carolina
Date: Scale: Project No. Figure:
12/20/00 1:24,000 011063014 2

' TING ALIGNMEW- -
•- r
f ? N
aF?la:` ?_
i R?uBN

PHASE.1 t mil"
`__ - -1?1)l5rih

I r

w
PR
OSED ALIGNMENT

1

t) I F ???
e
\

PHASE 2
..
.

J b
`PAa4x
OPAC
i

?- J
PF, A
0 1
-
V U
'
_ V
J8?`h ST M. T _.
U ` 'J PFOIA
E IA PrOIL PFOIA ?rt . .ii

-- ?
ill?r Na{k-
PFO1C
PSS?C . I
rS-n IF KC)A Prc
- 1. PUBI-11,
T
?

GFOIR
PFOIA_?
?
;

Title: NWI Map (Raleigh East, 1987)

C pppp- Project:
Crabtree Creek Parallel Interceptor
- City of Raleigh
Kimley-Horn and Associates, Inc, Raleigh, North Carolina
Date: Scale: Project No. Figure:
12/20/00 1:24,000 011063014 3
W
;,A p pB
VB7
LoC
w
Y
g
ApB2
DuB2
ApC2
oV? ¢ TP
?Z
2
Q AP LoC
FaB
Loo E
LOB D ApD
LoC
ApC P
FaB
ROGER q P AfA
ApB LoC pB
ApC
L-3? V LoC LLOB Cm
n LOD W /Ap
LoC
ApC
ApB
k LoC Lo ApB2
2 B2
p2 /P
oB WV JJ
N
Wake County Soils Map
W E
Figure 4a
S 0 460 920 1,540 2,760 3,6$O
Feet
LoC
LOD
o y k LoD
D eC AfA Wn ApC LoD DuB

p8
Ap
oC
LoB ApC
m Cm
WkE oO
LoC
LoC
ApB2 n
B C
p,CH? WmC2
k Dub C2
Co L°D
P Lo WkE E
O
Bu
mC
Wx
O
L Ce
LoD
P e
P ApD
P

o WkE
?N
F Q
? LoD
F- p O
O? O
Wn LoB
w APB
°

w
APB u
G °
mC
B AfA %pB2 WmB2
Y FIS
E LoC m
APC APB N ?
y2 Cm
2 LoD
D k
5N
E APB
k LoB
Au
ApC2
AfA w m A
ee Wa
Wo
ApD APB W9A
HOLIDAY Lo Wk
f
f 0C 0
LoD Wk Z

oC Lo
Ap HATM S
0
Q
Cm WaC p
RQCK oC 9
ApB2

C
pB2
B
p
2 LoC

PB2A L
Wa6 m 2
oD
N
W E
S
Wake County Soils Map
Figure 4b
0 460 920 1 840 2,760 3,60-0
et
WETLAND 1

- - _ _ / ._.. - - -- - - -.. _ND WI .- W-1---- -- VNT-- - -? a /_- ---- - - -1
!WETcA?ATHIN EA EME z
l
?QEPTQR \
`..A'4
0
/950
-- \
%7
\
--
0
----
/
r-
\
E) ItTINPiNTE CEPTOR r'c % - 1

i
C,1, t EDGE-dF EASE j < ? C ? , I 1
MEN WeTLANL>! OUT OF EASEMENT' / l G'O I I I I ?j
j j
l

EMERGENT WETLAND
I •? I

`title: Wetland Figure

F1
C
] Project:
Crabtree Creek Parallel Interceptor
= City of Raleigh
Kimley-Horn and Associates, Inc, Raleigh, North Carolina
Date: Scale: Project No. Figure:
2/9/01 1`50' 011063014 5

l UU'L
WETLAND 2

WETLAND OUT OF EASEMENT

--
' / E OF EAS
h EMENT
W WITHI MENT :SY' /'r:

1------ AL k
?----------- - :-'-- _ - -? - \-- - r--
L
_..
dip 11:11??
-
*
4+0

EXISTIN J'k?LTER EP-TOR

I
J
\
v PALUSTRINE F6kESTED WETLAND
\

ti6
Title: Wetland Figure
' Project:
Crabtree Creek Parallel Interceptor
City of Raleigh
Kimley-Horn and Associates, Inc, Raleigh, North Carolina
Date: Scale: Project No. Figure:
2/9/01 1"=50' 011063014 6

\1 WE7LAN UT
OF EAEMEN 1
\
\ SEDGE Of EAS \ \1

?-H--N

H .... _... ss\..... - >,.- .... k-- --ate ,-_

I \ \ 1 \\ \ III( \? f ;? \ \ \ \ 1 \
\
WETL
A\ND, WITHIN EAkE f IN ,??' ?? I \\ `\ \ \ EXISTING INI\ERCkPTC44R
\ \ \ \,
'
,
? \ \
1
)
II
`
11
o ?
1 \ \ ,
,
\
\
?
1 I
I
I
\
\
?I
1, \\ /X11 II1` I \ I ` )) 1 \ \ \ \ \ v
I I I ? I . I I ? `)? 1 \ \ \ \ \`
L
.
. 77A

EMERGENTXW/?-f L'ND
1 ,

1
Title: Wetland Figure
_ Project:
Crabtree Creek Parallel Interceptor
Ci
f R
l
i
h
ty o
a
e
g
Kimley-Horn and Associates, Inc. Raleigh, North Carolina
Date: Scale: Project No. Figure:
2/9/01 I"=50' 011063014 7
Project: City of Raleigh Prepared by: Peter Romano, REPA
PP', M Kimley-Horn Title: Crabtree Creek Parallel Interceptor Job Number: 011063014
and Associates, Inc.
Sheet 3 of 4
95 - View looking southeast showing commercial encroachment into existing easement area in Phase 2.
#6 - View showing existing bridge area over wetland/stream in Phase 2.
Project: City of Raleigh Prepared by: Peter Romano, RBPA

bbb, I , Kimley-Horn

and Associates, Inc.
Title: Crabtree Creek Parallel Interceptor
Job Number:
011063014
Sheet 4 of 4
#8 - View looking southwest at existing sewer easement corridor in Phase 2.
#7 - View of adjacent wetland area located in Phase 2.
E® Kniley-Hom
and Associates, Inc.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Environmental Services
Project/Site: -' Date:
Applicant/Owner C' of 1": a County:
Investigator. Kimley-Horn & Associates. Inc. - PTR State:
Do normal circumstances exist on the site? 'dyes ? No Community ID: (-J0 -/ O
Is the site significantly disturbed (atypical situation)? l] Yes A NO Transect ID:
Is the area a potential problem area? ? Yes 7A No Plot ID::
(If needed, explain on reverse)

Dominant Plant Specfos Stratum Indicatorz Dominant Plant Speclos Stratum Indicator
i
1. P"nm, s ?? rJ ccl vmcr 9.
2. e,f,,,IC w'l?e ? JrfI, e. 10.
3. Ca-f denr?( yn?e? 11.
4. R,3-.h M / 12-
5. 13.
6. 14. ?-
7. 15.
8. 16.
Percent of dominant spocias that are 081, FACW, or FAC
(exduding FAG)
Remarks:
Mgrb 'LrL.t

-Recorded data (Describe in remarks): Watland Hydrology Indicators:
_.Stream, lake, or tide gauge Primary tnd •
Aerial photographs -Inundated
Mar YSahrratod in upper 12 Inches
No recorded data available Watermarks
Drill Ilnas
Sediment deposits
Feld Observations: ,U Drainage patterns in wetlands
Secondary indrators (2 or mows required):
Depth of Surface Water. (in.) Oxidized root channels in upper 12 Inches
Water-stained
_ leaves
Depth of Free Water in Pit: ? Cn.) -Local soil survey data
_FAGneutral test

Depth to Saturated Soil: (in.) Other (Explain in remarks)
-
'
-U.S. Water
Determination
-Defined Channel
-Hydrologic Regime
Remarks:
H:kEVERYONE.VOLCOXIDFOR:.taLDOC
n ®?1 Kimley-Nom
??J a (__ J and Associates, Inc.
Environmental Services

Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ? Yes Cl' No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, Etc.
D _ -7 7. YR
-1 5 YR s I
?o t C a, jC) lk, rs?- Flu
r' rie.)
Hydric Soil Indicators:
Hlstosol -Concretions
tiistic Epipedon -High organic content in surface layer in sandy soils
Sulfidic odor -Organic streaking in sandy soils
Aquic moisture regime Usted on local hydric soils list
_Reducing conditions -Listed on national hydric soils list
-Qr_Glayed or low-chorma colors _Other (Explain in remarks)
Remarks:

Hydrophytic vegetation present? J2 Yes ? No Is this sampling point within a wetland? Yes ? No
Wetland hydrology present? 9 Yes ? No Is this sampling point within
Hydric soils present? Yes ? No a "Water of the U.S "? Q Yes ? No
Is the "Water of the U.S." an
ephemeral water? ? Yes ? No
Remarks:
I4 ,F:%lFiw(UTAW1 ?nnncno.,o, .....
= Kh-tley-Nom
and Assoctes, Inc.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Environmental Services
Project/Site: Cr,i.+", Cau..k 1?4M=f4-19r Date: It a,L. / bD
Applicant/Owner. C%-ky of PW,%.1 County: LJ%k -w
Investigator. Kimlev-Horn & Associates. Inc. - PT2 State: 0c-
Do normal circumstances exist on the site? l&Yes ? No Community ID: &_Y
Is the site significantly disturbed (atypical situation)? ? Yes jZNo Transect ID:
Is the area a potential problem area? El Yes )'$ No Plot ID::
(If needed, explain on reverse)

Dominant PlantSpodes Stratum Indicator Dominant Plant Species Stratum indicator
1.
14co u wt u.:ic.r 9.
'
2. oa 10.
3. 11. -
4• 12-
5. 13.
6. 14.
7. 15.
8. 16.
Percent of dominant spades that am OBL, FACW, or FAC
(oxcluding FAG)
Remarks: ?< ?l?l.? +.•?f Isr
445:d, ,F
-Recorded data (Describe in remarks):
-Stream, lake, or We gauge
Aerial photographs
Other
_No recorded data available
Feld Observations:
Depth of Surface Water. 10 (in.)
Depth of Free Water in Pit (n.)
Depth to Saturated Soil: 6 (in.)
Wattand Hydrology Indicators
Primary Indxcrtorw
Inundated
Saturated in upper 12 inches
-Watermarks
-Ord lines
-Sediment deposits
-Drainage patterns in wetlands
Secondary Ino5cstors (2 or more required):
_Oxidiz root channels in upper 12 Inches
-Water-stained leaves
-Lod soil survey data
-FAG-neutral test
-Other (Explain in remarks)
`U.S. Water' Determination
-Defined Channel
-Hydrologic Regime
Remarks:
H:%E VERY0NElw1LCOX10FOPWBL000
® ey-Hom
U Kiml and Associates, Inc.
Environmental Services

Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ? Yes ?' No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
Cinches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, Etc.

3'=`t_ ic? Yn G_/I lb qrN fix- 'r" conrsc i10 J?'? .r4„

Hydric Soil Indicators:
I Iistosol -Concretions
H'istic Epipedon -High organic content in surface layer in sandy soils
Sul@dic odor _Organic streaking in sandy soils
Aquic moisture regime _Usted on local hydric soils fist
Reducing conditions Listed on national hydde soils list
Glayed or low-chonna colors -Other (Explain in remarks)
Remarks:
11) 11? 1! 111 12
Hydrophytic vegetation present? y ( Yes ? No is this sampling point within a wetland? 4Yes ? No
Wetland hydrology present? ?f Yes ? No Is this sampling point within
Hydric soils present? /0 Yes ? No a "Water of the U.S "? ? Yes ?![`No
Is the "Water of the U.S." an
ephemeral water'? ? Yes ? No
Remarks:
H IEVERYONMVt r.n1MFn PP.;wt nnr
COE Data Form: Routine wetland delineation
Project Site: C,,t,{r Cxwk Ty\-4o.r«ya4or Date:
Applicant/Owner: c'.ky of R?l?;sly Count
Investigator: P-rK - . M)t - Ko, oc ,f? l• r: State: NC__
LNormal Circumstances exist on the site? Yes Community ID:
sniticantly disturbed (Atypic al Situation)'? Yes ® Transect ID:
potential Problem Area? Yes Plot ID:
. explain on reverse)
VEGETATION
11 Dominant Plant Species Stratum Indicator Dominant Plant Species . tranim
Indic for
I. 6(4clr LJ l?oc?J _ ver 9.
;-rw 61r? i? ov,.r 10.
3. d
?'xl? woo _c n tr 12.
13.
6. 1.1.
15.
S. 16.
Percent of Dominant Species that are OBL. FACW or FAC (excluding FAC-)
Remarks:
HYDROLOGY
_ Recorded data (Describe in remarks): Wetland Hvdroloev Indicators:
Stream. Lake or Tide Gauge Primary Indicators:
Aerial Photographs _ Inundated
Other c Saturated in Upper 12 Inches
No recorded data available _ Water Marks
A-` Drift Lines
X Sediment Deposits
Field Observations: LY Drainage Panems in Wetlands
Secondar}• Indicators:
Depth of Surfac: Water: (in.) _ Oxidized Root Channels in Upper i' Inches
Water-Stained Lewes
I Depth to Frcc Water in Pit:
(in.) - Local Soil Survey: Data
_ - F:1C-Neutral Test
Depth :o Saturated Soil: 3 tin.) -Other (Explain in Remarks) I
Remarks:
I
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (sub?_roup): Confirm Mapped Type? Yes No
Profile Description:

Depth (inches) Horizon Ilklatrix Color
(klunsell Moist) INlottle Color Mottle
(Munsell INioist) Abundance. Contrast Texture. Concretions,
Structures, etc.
?- (o YA !o try. g?.?

Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon
Sulfidic Odor High Organic Content In Surface Laver in Sandy Soils
Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed in Hydric Soils List
_ Reducing Conditions Listed on National Hvdric Soils List
_ Glaved or Lo%v-Chroma Colors Other (explain in remarks)
Remarks:
WETLAND DETERMINATION
HNdrophytic Vegetation Present? No
Wetland Hydrology Present? No
Hydric Soils Present" Yes Is this Sampling Point Within a Weiland? Y'es No
Remarks: q
II i •?iII?1:M1\\I.\IiI.R\(ULt\f:jI.JI)11('
DEPARTMENT OF PUBLIC UTILITIES
CITY OF RALEIGH, NORTH CAROLINA 101, * co 0 0,.? 4

UTILITY INSTALLATIONS AHO OTHER PUBLIC
FACILITIES, PMALCINC SCEWALNS AND HANDICAP
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
AS SPECIFIED BY CITY CODE. THESE FACILITIES HAVE
BEEN APPROVED BY THE GTY OF RALEIGH
MO SHALL BE SO INSTALLED UNLESS A CHANCE
IS AUD40RIZED BY WRITTEN APPROVAL. PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECORDED
PRIDR TO FINAL ACCEPTANCE.
SIGNATURE:
CHIEF ENGINEER:
DN. OF PUBLIC UTILITIES.
TRAFFIC ENGINEER:
CONSERVATION ENGINEER.
CIP PROJECT NO. 345-8831-79202-975
ATTENTION CONTRACTORS

? N !
VIRGINIA S
NORTH CAROLINA
•EDEN

50
65
ISRRO
OREENS7DRD
•
• 40
70
nfwuH
WAKE FOREST
•
CWP 40

M
HILL
RALEI
15 CARTS
ASHEBORO
64
•
•
IlAttpl
501 1 •
40
8ffPRO.E
CTr ruowr-vARnu
rdAP
611E
wstan 95

NOT TO SCALE
PROJECT LOCAT70N

I N
n II`\1
n
o S
o
IF
64
L{,J .
440
cqf? NAHCA
}
.°"PAILUJ.aNi6iC8PTObl
P t
/?
e ROAD
k?
RQ„ GA CRLE 1
"«Ae 1
RY
40 a
eE
PoV?
I 70

NOT TO SCALE
PROJECT SITE
D
APR 2 9 2005
PR
moommsop" EPARED IN THE OFFICE OF: If? 4W"ZJ; S - QUALITY
NEW- L,= F1 Kimley-Horn `F TERSRV'Cn
and Associates, Inc.
P.O. BOX 33068 - RALEIGH. NORTH CAROLINA 27636-3068
The Coeslr.rti-Cularl.r responsible far sewer pump slationq and
force mains, as approved in these plans, is responsible for reelxrtiee
the Central L.Wariep Dep.rmeet at 911-661a and the -
PubUCURbtinDrp.rtmeelat 857S400t least
twearYfoerbomm prior to beginning any of their construction.'
Forte to notify both City Depsrmeeu in advance of beginning
construction, will result In the Issuance of m-LA711oa, and
require reinstallation of any water or sewer facilities not inspected
as a result of this nallllcallon failure.
Ad.rr to call for Lupectiotilut.Da Oowwrc.m Pl.L have
Iermitedpum an the Jebult, or any other Vb1Am. of City of
Askigh Saoderds will result In a Flee eed PealbHEsdmine
from future work In the City of Raleigh.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown an this plan. The material and
Construction methods used for this project sholl conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit If
Authorization to Construct
Dote
REVISIONS

A-

A
NO. DATE DESCRIPTION BY
This document, together with the concepts and designs
presented herein, as on Instrument of services, Is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimiey-Han
and Associates, Inc. shall be without liability to Kimley-Hom
and Associates, Inc.

V

2 Oy
Ce_DSt'Ignt Klmley-Man and Associates, Inc., 2005
'? II a.f1.
_.: r....
ABBREVIATIONS INDEX TO SHEETS PROJECT NOTES- -,

BO
T SLEET DESCRIPTION NOTE
GENERAL
ANCHOR
L
ALTERNATING CURRENT/ FAB
F&C FABRICATE
FRAME AND COVER MAINT
MATL MAINTENANCE
MATERIAL S SOUTH/SLOPE

ASBESTOS CEMENT
F
FRAME AND CRATE
MAX
MAXIMUM SAN
SBL SANITARY
SURVEY BASELINE

COVER SH 1. ELEVAnws SHOWN ARE N FEET ABOVE MEAN SEA LEVEL

A I
NM NT

ZMANHO E

GEOMETRY
ACOUSTIC PLC FC FLUSHING CONNECTION uEOH MECHANICAL SCH SCHEDULE EET .
z TYPICAL DEPTH ON COVER FOR "ED INTERCEPTOR SMALL BE
AREA DRAW FD FLOOR DRAW MEMB MEMBRANE $D STORM/SITE DRAIN 5 FT UNLESS OTHERWISE SHOWN OR SPECIFlCI.
ADOTIONAL
ADJUSTABLE FCN
FE FOUNDATION
FIRE EXTINGUISHER MET
MFR METAL
MANUFACTURER SECT SECTION 1 INDEX, GENERAL NOTES AND ABBREVIATIONS 3. THE CONTRACTOR SMALL BE RESPONSIBLE FOR COORDINATING MH NO
PI STA NORTHING FASTING DIST/BEARING

ABOVE FINISHED FLOOR
FF
FINISH FLOOR
MC
MILLION GALLONS SERV
SEW SERVICE
SEWER

2

PLAN AND PROF .
.
WM CAROLINA POWER AND LIGHT COMPANY ANY ADDITIONAL
SUPPORT OR EXISTING POWER PLIES AS REQUIRED FOR INTERCEPTOR ------------------------------
-- --------
--------------------
------ -
ACGAEGATE FH FIRE HYDRANT MGD MILLION CALLOxs PER DAY y SQUARE FEET ILE, STA 0+00 TO STA 10+00 TRENCH EXCAVATION. ALL COSTS OF SUCH WORK SHALL BE PAID BY
ALUMINUM FIN FINISH MH MANHOLE SHT SHEET THE CONTRACTOR. 0.00 72560140 1U7mo.20
ALLOWANCE/ALLOWABLE FIX FIXTURE MIN - MINIMUM SI SQUARE INCH
3
PLAN AND PROFILE
ST
00 TO STA 20
00
0 3.11 N 37-35"4+ w

A
TERNATE ,
A 1
+
+ +. LOCATIONS
Of EXISTING SHOWN UTILITIES
IS APPROXIMATE.
L
APPROXIMATE FL
FLEX FLASHING/FLOOR
FLEXIBLE MISC
MJ MISCELLANEOUS
MECHANICAL JOINT Sim
sJ SIMIAN
STEEL JOIST
4
PLAN AND PROFILE
DO
T
T
3 CONTRACTOR SHALL BE RESPONSBSIBLE fpR FIELD ELD VERIFYING 0+03.71
FOR
EXACT LOCATION, ORIENTATION AND ELEVATION ON EXISTING 115606.49 3177156.11
306.19
N 09-36-13 w
ARCHITECTURAL FLO FLANGE MLDG MOLDING SPEC SPECIFICATION 2+
, S
A 2O+DD TO S
A UTILITIES PRIOR TO EXCAVATION FOR THE INTERCEPTOR.
ASBESTOS FLUOR FLUORESCENT MO MASONRY OPENING s0 SQUARE 1 3+09.90 7i&90639 2137207.06
ASPHALT
ASPMA
I 11
E FLXC FLEXIBLE CONNECTION MOD MOOIFY/uO01FIED SS SANITARY SEWER 5 PLAN AND PROFILE, STA 32100 TO STA 42+00 s. cOOxDIHATES SHOWN ON THE DRAWINGS ARE BASED ON THE
NORTH CAROLINA PLANE COORDINATE SYSTEM. 52.45 N 09-36-13 w
L
1 FM FORCE MAN MOV MONUMENT SST STAINLESS STEEL I 3+9275 725989.69 2131193.]1
FPRF
FRP FIREPROOF
FIBERGLASS REINFORCED MOT
MID MOTOR
MOUNTED ST
STA STREET
STATION
6
PLAN AND PROFILE, STA 42+00 TO STA 53+00 S. THE CONTRACTOR SHAD NOTIFY THE ENGINEER IMMEDIATELY
SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY 16x7+ N 11-43-38 E
POLYESTER LAMINATE MTC MOUNTING STD STANDARD FROM THE INFORMATION PROMOCD IN, THE CONTRACT DOCUMENTS. 3 5+56.09 719247.93 11311+6.94
472/O
N s+-3s-1D E
Ft FEET MULT MULTIPLE STG STORAGE 7 PLAN AND PROFILE, STA 53+00 TO STA 64+00 7
ALL NIEACE°iCR
UNLESS OTHERWISE SHOWN OR SPECIFIED
BORING FTC FOOTING
IRT11NC STIR STIRRUP .
.
TRENCH BEDDING SHALL BE TYPE B. 4 11+28.50
729521.67 1137631.9+
fURA FURRING/FURRED SIR STEEL
8
PLAN AND PROFILE
STA 64
00 TO STA 76
00 elan N 43-11-11 E
BOARD SIR STRUCTURAL ,
+
+ EROSION AND sEDNEKUnON CONTROL DEVICES SHALL BE
e
BOTTOM OF FITTING ELEV SUB SUBSTITUTE .
'STALLED ACCORDING TO THE CONTRACT DOCUMENTS AID 5 17+10.07 719969.a2 1136071.51
BUTTERFLY VALVE
BITUMINOUS SUP SUPPLY 9 PLAN AND PROFILE, STA 76+00 TO STA 88+00 AS DIRECTED Br THE ENGINEER. ALL DEVICES SHALL BE
uANTANED SUCH THAT THEY FUNCTION AS INTENDED
THE
121.92
N 02-19-40 w
SUPT SUPERINTENDENT .
STONE FROM CHECK DAMS CULVERT OUTLETS SHALL BE 6 16+93.59
730124.6+
11380664
BA$EUNE SUR SURFACE 10 PLAN AND PROFILE
00
STA 88
00 TO STA 100
USED AS S ENERGY W$SPAIQR S AT i CONSTRUCTION COMPLETION 5218+ N +5-45-00 w
BUILDING LINE S)$P SUSPENDED +
,
+ .
BULLING SW SWITCH 9. THE MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE 7 24+2112 7304a2.95 21376aa.3+
+1261
w v-3-w w
BLOCK
BENCH MARK N NORTH SWBD
' SWITCHBOARD 11 PLAN AND PROFILE, STA 100+00 TO STA 112+00 WITH THE *TRENCH EXCAVATION U"TS' AS SHOWN ON
THE DRAWNCS

BACK OF CURB
G
CAS/GAS LINE NA NOT APPLICABLE WO
S
SYM SIDE WATER DEPTH
SYMMETR
CA . a 28+36.09 13084617 2131+97.36

BOTTOM
GA
GAUGE NF
Ncw NEAR FACE
NATIONAL GEODETIC VER CAL DAT
UM I
L
12
PLAN AND PROFILE, STA 112+00 TO STA 124+00
RaLSS OOT E.
10.
GRDE ELEVATIONS
G
RWISE ITMIICATED.
ALL EXI?M 529.71 N 0+-36-06 IN
BEARING GAL CALLON NIC NOT W CONTRACT ON
A
M
SH
CE
ARE
9 34+55.81 737476.16 2137446.84
BRICK
BRONZE GALV
CC GALVANIZED
GENERAL CONTRACTOR No NUMBER 13 PLAN AND PROFILE, STA 124+00 TO STA 132+20.92 N. TRAFFIC ISLANDS. CURBS AND CONCRETE DRIVEWAYS SHALL BE 166.61 N 6g-IS-Ca W

N04
NOMINAL REPLACED TO THE FIRST EXPANSION JOINT BEYOND THE TRENCH
10 76472+2
731006.37
317710+.00
BASEMENT GEN GENERATOR NPW NON POTABLE WATER 14 LINE "B"- PLAN AND PROFILE
STA 0+00 TO STA 12+60
00
"LMA TRAFFIC ISLANDS
EXCAVATION TWITS
E
FULL
AND RI M
133.99
N 70-5DI-53 w

BOLT
G
GALVANI ZED IRON
NTS
NOT TO SCALE .
,
S SH
CURBS
CONCRETE
DRIVEWAYS
SH
ALL MATCHfXI519+G.
BUILT-UP ROOFING CL CUSS 5[C SECTITION 7 OF THE SPECIFICATIONS. OUTLET STRUCTURE 11+36.11 771744.50 213610315
BALE VALVE GPM GALLONS PER MINUTE 15 LINE "B"- PLAN AND PROFILE
STA 0+00 TO STA 15+94
33 641.62 N ++-30 43 w
OR GRADE .
, 12. BURIED TELEPHONE AND CATV CABLES )FIBER OPTICS AND
_ T TREAD CONVENTIONAL) ARE KNOWN 10 VARY DUE TO INSTALLATION INLET STRUCTURE 15+9603 73220204 2130233.34
GY GATE VALVE t6B TOP AND BOTTOM
D1
MISCELLANEOUS ST
R
D TECHNIQUES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE 109.93 N 44-30-43 w
Gw GUY WAE T&G TONGUE AND GROOVE AN
A
D DETAILS FOR COORDINATING NTH THE UTILITY COMPANY TO DETERMINE
CWB GYPSUM WALL BOARD TAN TANGENT SPECIFIC CABLE LOCATIONS AND NOTIFYING ME ENGINEER II 50+01.96 732180.4 1i36176.27
LOSET/CARPET
C
CHANN
L CWT GLAZED WALL FINISH TBM TEMPORARY BENCH MARK D2 MISCELLANEOUS STANDARD DETAILS OF THE EXACT ELEVATION OF THE CABLES. THE CONTRACTOR 266,11 N 48-57-49 IN
EL
/
GIP
GYP
SUM
OC
ON DENIER SHALL BE RESPONSIBLE FOR AL COSTS ASSOCIATED NTH
NE
l
C TC TOP OF CURB LOCATING. RELOCATING OR REPAIRING BURIED CABLES AIDING 71 52+74.07 772155.14 2135975.55
CATCH BASIN ED CUTSDE DIAMETER i0H TOTAL DYNAMIC HEAD D3 MISCELLANEOUS STANDARD DETAILS THE INTERCEPTOR ROUTE 187.11 N 3+-57-00 w
CENTER TO CENTER OF OUTSIDE FACE TECH TECHNICAL
CONSTRUCTION EASEMENT OFF OFFICE TEL TELEPHONE 13. THE CONTRACTOR SMALL PUCE 3 TO 4 INDIES OF SAND OR 13 5-61.13 73160&.31 113586636
CEMENT OPER
OPNG OPERATOR
OPENING TEMP TEMPERATURE D4 MISCELLANEOUS STANDARD DETAILS SCREENINGS ON ALL ASPHALT SURFACE} THAT ARE AFFECTED
BY THE INSTALLATION OF THE INTERCEPTOR. 589.95 N 22-17-59 W
CERAMIC TER TERRAZZO 14 60+51.17 733154.34 11356-.51
CUBIC FEET OPP OPPOSITE THERMO THERMOSTAT D5 MISCELLANEOUS STANDARD DETAILS 14. THE CONTRACTOR SMALL INSTALL ALL SCNS AS REQUIRED BY 40334 N 54-35-75 W
CUBIC FEET PER MINUTE ORIG ORIGINAL THK THICK NCOOT ALONG STATE ROADWAYS AND CITY STREETS AS
CAST IRON/CUBIC INCHES OT
OVHD OPEN TRUSS
OVERHEAD THRU THROUGH
D6
JUNCTION BOX & INVERTED SIPHON NO
1- INLET STRUCTURE PLAN REQUIRED BY THE CITY OF RALEIGH. 15 64+51.47 73338631 2135311.41

54014

N I8-22-35 W
CAST IRON PIPE TOO TOP OF DECK .
Ensnxc
Is. THE CONTRACTOR SHAD REMOVE AND REINSTALL
CENTER LINE H HEIGHT TOF TOP OF FOOTING Y ADDITIONAL 16 69491.61
FENCE AS REQUIRED FOR PIPE INSTALLATION
ANY 7].789670 2175u132

CHLORINE
CEILING
How
HEX
HARDWARE
HEXAGONAL
TOM
TOS
TOP OF uuGTaY/uANHaE
TOP OF SUB
D7
INTERCEPTOR CONNECTION- JUNCTION BOX
BE
.
FENCE MATERIALS REQUIRED SHALL BE PROVIDED BY THE
CONTRACTOR AT HO ADDITIONAL COST TO THE OWNER
357.a4
N 13-26-34 w

CAULKING
W
TA
TOW
TOP OF WALL . 17 77,52.45 734246.74 3135060.93

C
EAR HM HOLLO
ME
L
T
T
R D8 INVERTED SIPHON NO.1- INLET STRUCTURE 16
THE CONTRACTOR SMALL FURNISH AND INSTALL ALL SHEETING 330.25 N 21-04-06 E
L HORZ HORIZONTAL OL OLE
ANCE .
ALL
REWIRED FOR THE INSTALLATION OF ME INTERCEPTOR
CORRUGATED METAL PIPE HP HORSEPOWER 1PS TMSTED PAIR SHIELDED ,
T 18 75+82.70
EASE
E
I
S 73454.92 1155179.65
CONCRETE MASONRY UNIT HPT HIGH POINT TRANS TRANSFORMER D9 INVERTED SIPHON NO.1- OUTLET STRUCTURE XCAVAT
MEN
ON
SHALL BE KEPT WITHIN THE DESIGNATED
I
P
K
PT T
T 196.81 N IS-11-S] W
CLEANOUT HTR HEATER TYP TYPICAL HS. EXCAVAT
MO
ON "MIN
AVED AREAS SHALL BE
E
O
I
IM
R
A
I
R
T
T

HVAC
HEATING,VLNTILATION AND PAR
PC PARALLEL
POINT OF CURVE/PIECE
D10
INVERTED SIPHON NO
2- INLET STRUCTURE M
N
UM. SEE
NG SHALL BE INS
ALLED AS
EQUI
ED
O 19 75479.61
PROTECT EXISTING UTIUTIES 734746.65 313517469
555.26
x 55-56-00 w
CONCRETE AIR CONDMONING PCC POINT OF COMPOUND CURVE .

CONSTRUCTION
HW
HOT WATER
PCF
POUNDS PER C
BIC F
T 17. PLACED RIP-RAP SHALL HAVE A MINIMUM DEPTH OF 24-'CARES
20 64.3490
735057.42
2134674.34
QONTNUCUS HWL NIGH WATER LEVEL U
OO D11 INVERTED SIPHON NO
2- OUTLET T AND SHALL HAVE A LATER OF SYNTHETIC GEOTEXTILE SEPARATOR 41.:1 N 56-09-34 w
CONTRACTOR HW GHWAY PE LINING POLYETHYLENE LINING . PLACED BETWEEN THE SOIL AND STONE
CORPOAADON

PORA 7
HYD HI
HYDRAULIC PERF
PERP PERFORATED
PERPENDICULAR
UG
UNDERGROUND 11 88466.11

18. OWNER WILL FURNISH DESCRIPTION OF EASEMENTS UPON REQUEST. 71530671 1131299.74

505.15

x 56-09-01 w
COR
CORRIDOR PLANK PI

R POINT OF INTERSECTION

PROPERTY LINE
/PLATE LIN

UNFlN UNIT HEATER

UNFINISHED ^
"I•L
l L 19. SEE SPECIFICATION SECTION SC AND SECTION 3 FOR SPECIAL
21 96491.00
CO
TR
CTIO
Snucn
AREAS
R
775751.51
1133630.51

COURSE
CERAMIC TILE
PNL
PANEL
UR
URINAL - - ,
v
r
5 NS
U
N
DNS WITHIN WETLAYI
E 630.90 N 11-+9 05 w
CONTRCL JOINT
P PP
PREFAB POWER POLE
PREFABRICATED UTIL UTILITY ,:?
0
(1 I 10. PERPENDICULAR 10 INTERCEPTOR ACKS4 LOCATION AT E)P FONTS 15 23 103+22.&0
CRPENQCIAAN FROM fRON BACNSIQHT SLINKY BASELINE. 77677503 2133501.'
511,41
N 44-33-00 W
PER
CO
CHECK VALVE
COLD WATER PRV

PS

P4 PRESSURE RELIEF VALVE
PUMPING STATION

PILINGS PER SQ
ARE F0
1

Q m N
G
21. INSTALL CURB 3415. INLET SEDIMENT CONTROL Al ALL CURB 'LEIS. 11 I08431.20

SEC DETAIL 305,
7b770.50
713]1363]

+5504

4-11-49 w
CUBIC YARD
PS U
0
POUNDS PER SQUARE INCH rW
?
( 6
32
CONCRETE LLRB AND W17EA SHALL BE REPLACED N ACCORDANCE 13 113491
03
73706071
59
2131811
I NON PT POINT OF TANGENT/PCiNT P?FT• .
.
WITH DETAIL 201. .
84283 N 68-I5-21 w
IO
f INSIDE DIAMETER PTN PARTITION VAC VACUUM CONTRACTOR SHALL INSTALL 4 FT HIGH ORANGE WARNING BARRIER 26 120495
88
23 777757
49 2132068.93
I
W INSIDE FACE
INCH PV
PVC PLUG VALVE
POLYVINYL CHLORIDE
VAT
VINYL ASBESTOS TILE .
.
FENCE ALONG ENTIRE LENGTH OF EXISTING 60' t 66' INTERCEPTOR .
67317
N 05-19-10 w
DIRECT CURRENT
DETAIL
INCL
INCLV'CED
PVC
POINT OF VERTICAL CURVE VCP

? NTRIfIED CLAY PIPE

?OGtt

`L AT A POINT HO FT TO THE NEW INTERCEPTOR SIDE OF ME CENTERLINE
CA EXISTING INTERCEPTOR CONTRACTOR SMALL OMIT EQUIPMENT 27 117469.17
1J7M0.45
11]7)9771
DRINKING FOUNTAIN INF 'FLUENT PIA POINT OF VERTICAL INTERSECTION

11NC/VENTIUTION LOADS
EXISTING
LIGHT TRUCK
OVER
60*
S' 66' INTERCEPTORS

146.54

N 84-56-41 W
DIAMETER INS
INT INSULATION PVMT PAVEMENT VEAL nC A
A
VF}4CUlAR TRAFFIC YrE7GHTS CONTRACTOR SHALL NOT STOCKPILE
WE
SHALL
IGHTS'
JUNCTION BOX 132+15
99
EXCAVATED MATERIALS ON TOP OF EXISTING INiiACEPTQI
737119.83
313G952.61
DIAGONAL INTERIOR PVMT POINT OF VERTICAL TANGENCY VP VOLUME
VOLUME .
,
DIMENSION INV INVERT Pw POTABLE WATER VP PIPE
VENT 14, ALL STORM DRAIN RCP SHALL BE CLASS IV.
DUCTILE IRON PIPE vWC VINYL WALL COVERING
DISCHARGE
DISTRIBUTION
LEGEND
DOUBLE JOIST DTI QUANTITY
DEAD LOAD
MATERIALS
SYMBOLS
SECTION AND DETAIL KEYING
LINETYPES
DOWN J JOIST
DOZEN je JUNCTION
BOX
DOOR
DRA
I
G JCT ,UNCTION ---- W ----EXIST. WATER LINE -SS-PROPOSED INTERCEPTOR DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING ME THOD: PROPOSED ITEMS
W
N
DOWEL Jt JOINT
W
WEST/wDTH GRADE OR EARTH R00(
® _
- (A) A SECTION CUT ON DRAWING 3 IS ICENTFIED AS FOLLOWS
R
RCP RADIUS/RISER
REINFORCED CONCRETE PIPE
W/
WITH - -$$----EXIST. SANITARY SEWER
-D_PROPOSED SEWER MANHOLE SECTION LETTER
EXISTING ITEMS
RD
REGIR ROAD/ROOF DRAIN
N VIC
VIF WATER CLOSET
DE
FLANGE
® ASPHALT PAVING ® STEEL
C=======]OUST. STORM DRAW
RECP RECEPTA YX
H W
YDRANT
LL H --0 4 NEW WATER VALVE 6 DRAWING WHERE SECTION IS SHO WN - - - ? PROPERTY LINE
EAST/EASEMENT RECT CLE
RECTANGULAR w WROUGHT IRON -- -- E ---- EXIST
ELECTRICAL
EACH RED REDUCER VOL
L
w/ WATER LEVEL
WATER LINE '.
SAND I I I INSULATION . -SIT- STORu DRAINAGE STRUCTURE
(B) THE SECTION SHOWN ON DRAWING B IS IDENTIFIED AS
FOLLOWS - - - - - EASEMENT LINE
ECCENTRIC
EACH FACE

L

LENGTH/ANGLE R6
REG REFERENCE
REGISTER WO

W/0 WINDOW OPENING

WITHOUT ---- T ----EXIST. TELEPHONE

--N--
REDUCER

BECTON LETTER

HIDDEN ITEMS
-----------
EFFLUENT
EXIST IRON PIPE LA
LAB LINE AHEAD
LABORATORY REINF
REM REINFORCING
REMOVE
WP
WATERPOf
® GRAVEL E- WATER SURFACE
---- C ----EXIST
GAS A
DRAWING FROM WHERE SECTION WAS TAKEN

ELEVATION
AEGO
REQUIRED WPfC OOFING
WATER PR .
3 DEMOLITION ITEMS
ELECTRIC/ELECTRICAL LAM LAMINATED REST RESTRAINED WPi WALL PENETRATING TYPE BLOwOFF ASSEMBLY
ELBOW
ENGINEER LAi
LAY LATERAL
LAVATORY REV REVISE
R
F WSE
WSP WATER SURFACE ELEVATION
WEATHERSTRIP
CONCRETE ® GRATING ---Do-( FH EXIST FIRE HYDRANT
-E?BACNFLDW PREVFNTER ----- CENTER LINE
ENTRANCE LB
Lf PQUND/LINE BACK
LINEAR FEET RF
RFG OO
ROOFING WT WEIGHT ---?---- EXIST SAN SEWER MH
EDGE OF GRAVEL

EDGE OF PAVEMENT LC LONG

IVE LO
A RJ RESTRAINED JOINT W W
wWF ATER VALVE
WELDED PARE FABRIC

CONC
FILL OR GROUT CHECKERED PLATE "N' PROPOSED FIRE HYDRANT
DETAILS ARE REFERENCED BY A UNIQUE THREE DIGIT NUMBER
AND ARE SHOWN ON THE DRAWINGS BY ONE OF TW
ETHODS' MATCH LINE
EQUAL LLN HORIZONTAL
L
LEG FIND ROUND . _
--- ----EXIST. VALVE
-
- P O M
ST GROUND PROFILE
EQUIPMENT LLV LONG LEG VERTICAL RD ROUGH OPENING ?
ROPOSED WATER METER 203 REF<RENCED ITEM i _- EXI
EACH WAY
EXISTING LP
LPT LIGHT POLE
LOW POINT RPM
RA REVOLUTIONS PER MINUTE
RAILROAD _
® CONC. MASONRY UNIT ® GLASS
sI AR SOIL BORING/AUGER PROBE
riM c] EXIST. WATER METER
ORCCI(/DITCH
EXCAVATE LT
LTC LIGHT
LIGHTING RT
RTU RIGHT
REMOTE TERMINAL UNIT Q SR SEISMIC LINE PP 0 EXST POWER POLE OR
SEE 203 REFERENCED ITEM EXIST EDGE OF PAVMT
EXPANSION

EXTERIOR
LVR
LWL
LOUVER
LOW WATER LEVEL
RW
R/W
RAW WATER
RIGHT OF WAY
YO
YR
YARD
YEAR
BRICK WOOD BLOCKING
®

CO 0 EXIST. SS ClEAN0U1

DETAILS
COMPILED IN APPROXIMATE NUMERICAL ORDER IN .
E THE BACK
TH
BACK Of THE DRAWINGS. --rf5'55,- SILT FENCE
ti
w / NOTES,
/ tiryS? CENTERLINE PROPOSEa. S `r
---
e ' - o x
, I ! a+ ,--' p,h 7
cy) I??' Q, /I
t;b+ '+O I /I I
66 SANITARY SSEWER 0 r
C
?\ ,2, 0 /'
iryP w INVERT SHOWN FOR SME'WALLPIPE IS BASED ON THE BEST

-AVAILABLE DATA FROM RECORD DRAWINGS PROVIDED BY THE
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT AND A 2000
SURVEY. THE ACTUAL INVERT OF THE WALL PIPE SHALL BE
THE ACTUAL ELEVATION SHALL
G
o / /°I o['1Z - -? I
z
' .
DETERMINED PRIOR TO STAKIN
BE REPORTED TO THE ENGINEER AND VERTICAL ADJUSTMENTS
W /
-- - -
- - - - - - MAY BE REQUIRED TO ACCOMMODATE ANY CHANGE.
I
! ?m
1
[l `
--
\ \ -
' '1 CONTRACTOR SHALL INSTALL 4 FT HIGH ORANGE WARNING
2

Sr' SAN SEWER _
,
\
I
I
4+00 00, S
'
58"-
- 1 6+00
S

^ \ \ .
BARRIER FENCE ALONG ENTIRE LENGTH OF EXISTING
INTERCEPTOR, AT A POINT 10 FT TO THE LEFT OF THE
CONTRACTOR SHALL
TING INTERCEPTOR
F
FAOU WALNUT CREEK ,\
` N "1L
43
E \ $63.74
. I I I. '' $_? •.? `-? ?? \
?``` I I 1\ ` \ \ ?'• .•-. 36'y' __? `??; -\_ -
\ \\` `
_ ' "~ \p?
s \ \
-_
07 .
EXIS
CENTERLINE O
LIMIT EQUIPMENT LOADS OVER EXISTING INTERCEPTOR TO LIGHT
TRUCK VEHICULAR TRAFFIC WEIGHTS. CONTRACTOR SHALL NOT
STOCKPILE EXCAVATED MATERIALS ON TOP OF EXISTING
\ 4 -_
_ INTERCEPTOR.
-,`-u?,
3. CONTRACTOR SHALL VERIFY EXACT LOCATION, ELEVATION,
OF PIPE BEING CONNECTE ' PRIOR
R
\??`^ ''/ ?\ - \\ \ ```••? _ IAL
ALIGNMENT AND MATE
TO ORDERING MATERIALS. V D
?
?
`1 'e I I ? ? ?
k
'?
'`
A
I ?,\',•-
I I ? \ - ,.x?' •5-10 ?1 ,? ''?::"??-
l'
=
-
'
-
°
"
' 1., \
??
??
'
• ? jJ
?
'?
P?
V'°F,?a;+
,, ?.
;
n
S
/.
I?$ ? ? \ ,__
'g
__ -_. ?
,?
`-'
„?;;;-%=-
.,11 ??1tL?1iy7 :p? Nlo I \ A
ZU LF SILT
FENCE
r
'' \
1
`
? v?
v .
,
, ? .? 1 1
1

\ ?I
??,,
Y't
51x"'
11
lilllt l1 I ? iN"_
11,11. \\
?pi,?
?i?/i -----' _' - ? '
.".ET9• ? ?/%/ \\\ /\;
1 \?f\ ll y?
SEDIMENT TRAP
`F1 ?
\\\ r0?i11?
r+
D
y 1J"'

lHp[
1\Exlsn Clwv[a
ml 04 T
i OP ELEVATION 182.0
l 1 \ \\ \ .
\'/ 1`•
2____
__-
`t
`y
r
P
TOP oeoX \
?
BOTTOM ELEVATION 185.0
fC5WEi 15 EOR'INTERCEPTOR ;LINE%' F 0 r1 WEIR ELEVATION - 188.50
51
- S
A1'T'AJD-PROFlLE pZM1 DIMENSIONS 0WER.20...' 1 1 \ 0 ?' _-_
/ .?
' :
\
\ °
\
?.
l1V \ \ /
VV) ~ WEIR LENGTH . 10 FT
\ , ?

/f/ I
-_
- ==PROPOSE INTERCEPTOR CONNECTION o z W
JUNCTION BOX, STA 12+42.31 'LINE B% aZE m \ s e' -
\ - --"
L`,- p C?
`
- "SEE SHEET D7 EENTERLINEEXISTwc
/

\
PROPOSED INVERTED SIPHON N 1 \
' SANITARY
SEE NOTE SEWER
SEE x01E 3, 11P w i
pX \\J
\ 1 C
INLET STRUCTURE, SEE SHEET D8
r 5' SEE. SHEET 14 FOR INVERJ?HON NO.1
/,FCAN AND PROFILE
' '

A.)
?
_
-
' 48' RCP TO REMOVED
TRAt;TOR
9\ SILT
195 if
FENCE /\G
•`

GRAPHIC SCALE
BY CON
N \ /i'?'
o ??? a b
\
o r- f
p ( IN rfM
FnIM I Lnch - 40 R
g-0 mm
. . . . .. . . . . . . . . . . . . . . . . . . . <w2 ^ . gin.
. . . . . . . . . . . a?
oo . ? . . .
rl)
n . . . . . . . .
. . . . . . . .
. . . . . . +??.
:5
W?. . . . . . . . . . . . . . . . . . .
. o. no
oavJiJ . Nb
+?7 . . . . . . . . . . . . . <m.! . .
z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
To8
n mn
0 g
,
J
W

u ?
. . . .
. . .
. . . .
. . . . L?? lM
?<(i
NmzmuT
- ----- -

. . . . -

_ .

. .

. . . .
Ex'SnNG GRAD

PROPOSED STNG SAN
k
ALQNC.

SEw10.

. .
T-uN

W
. . . .
. . . .
. . . .
. . . .
. .
. . .
. .
193

--

[

ISTINC.GRADE AL M
[STING SAN SEWER

G

,

. . .

. . .
. .

. . .
. . . .

. . .
. . . .

. .
. . .

.
. . .

. .
. . . .

. . .

.
. .

.

.

. .
. . . . \
\

\ .
. . . ??

. . . .
....

. . . .

. . . .

. . . .

. . .
. . . .
. . .
. . . . .
\ . . . . . . . . . . . .
88
.. ... .... .... .... ... .... ... .... .... ... . .... .... \\. .... ....

I. . . . . . . . .

I IISTIN . . . .
....
G INTERCEPTOR . . . .
.... . . . .
.... . . .
... . . .
... . . . .
.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

1$3
. I EXISTIN
NV E G 66' REP WALL Fl
V.17A33. SEE NO NG . .
I.
. . . .
. . .

.

. . . .

:-
-

. ----
.
-. . . .

309.90 LF
------

66' RCP
----
....
------
....

...82.

66"

5LF ...

RCP . .

....
263.74

....
LF 0 0

....
08 n

5

....
- RCP
. . . .

....
CLASS IV
. .

....
. .
....
. . .
...
. . .
...
.
.
. . . .
..
6 R GP
. . . .
....
CLASS III
. . ...
... . . .
. . . .
....
. . .
....

....

178

....
....
.... CLA S.III. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
----
- ----- ------ ----- ---
- -
----- ----- ------ -----
- - - . . . . . . . . . . . . . . . . . . . . . . 173

.. .
. ..
. . .PRO
FILE
.. ..
. .. . ...
. .. . ....
....
...
. .. .
r,w nona
?
EAT
.
165
a
m
-
n
UI
n
N
a
m
?a

m m
ro
m
m
m
rn
m
m
m
0+00 Z+UU 4+UU
o+uU
n+Uu
IU+uU _{
_ s
r
Il d I r
\ w\
MATCH: LINE' STA `20+00 .
SEE SHEET 3 FOR CONTINUATION
! / I /
/
II
1 SEDIMENT TRAP
3
!
/ I /
I 1
I
rnE w BARRIUC[
- t
I A I I I I I /!
I I I I ,?
\
/3 1
TOP ELEVATION - 185.0
BOTTOM ELEVATION - 181.0
1
r /f 1 /
I. 1 I ` I I I /
\\\\ \ I ( / '?yI t I I / / /, -
TEMPORARY GRAVEL CONSTRUCTION
\?
I ,B WEIR ELEVATION - 184.5
WEIRNLENGTH .EI4 FT 15'x40'
! ; / 1
I
?9 {
\ N 6 - < Ii
ENTRANCE/EAT, TYP, SEE DETAIL Zat \
L0
'
\
\
\
I
\
I
I
\ \

\

TYPE I DITCH t
?fl1 I Il
'
I l? ! I / lh ?/ s, ?,
\
\
\ \ /
?
I
I I?
o 1
V
I 1? d I \ l v 2
v \ `v I ', / ! y .IV 1 _ v I
.
11
9
A
A
? \I
\

U
LINING r I / I

1 I I' 1 1 /

I ! 1?? A
V A
I I I
,0 TYPE 1 DITCH
_
' I A
V
v
V I
,??? ?v `IA ?? - I ?` A /.,. ?•, LINING I I f A ! I1 .r, + '\
A
1
'

2 ii?.
14
/ .
o I )
s 1 1 1 l
/ f : ll/? v
'^ 14, \7 P
CENTERLINE PROPOSED'
\ ?__?? \ 1 \\ l .t; \ID _ 1 1
66, SANITARY`?E15ER T E,2 DIT
\ UNw --- \\\\ \ 9 0 N /{,'
V?
I
'

t

'
,? / q 0 a CONSTRUCTQN
%
f ?? /1
I ? ? \ \\', \ ENTRANCE` ? I ? N` \ Y C?'
;P
?/A \
- I \ Qfp'q
I ?'
Q p4 ( f ' t r' +
ti U 0? y'? Y[Fh : 4
h L v
"LF SILT \
`? i 9d \?\ \\ ?R
7 Y+
\ - /; X I I
13+00 14+A0- ^Nt ' ?
15+f}rr' \ \ \\ 'm
I Ay?4 ,S
Q4 ?p
I ?
co

2 p
E
i 4 _ _
r
h \
.
i
? 6.
N 4371'47 E _ I _ 4211\ ; \\\\ \ `? I y
6 I i II
? 0
D&,z
,? J? .y tiifTlAN n
fl?LFJSI

1
ENCE
F
n I '3 f -

1 g_4 a
V v b? __ B_ `?- -C- ?,6V ?.v??? ? -?I?/ ?• / ?v 1
1 I II

\
r
\
?
I
?

2`??LFSILT

FENCE
9

WW , _
-.. \ \
I
i,,\ •Y - ?? o I \
..
,
,I
I
j
?
I aT
T

?

L 6(ylFr CFigb

Tl)NNI;

i

96s,\` ?I I1 \\,\ i I ,
Y OF
I `- I
TUNNEL
\\ 1
i
T
W
STONE
1
/ i / O
I
,SEE" DETAIL 113
' IiILJ IZ I \ \ _
I t SEE DE
P I r
1 I \
\ \
\ -

P
R
\

SL?SLY r Q

: ,
\ \
/ I ly I
S
Sw
\
ti
A
v Y O
EN pli
OAD CROSSING
TYPE DETAII 01ENT REPLACEMENT
EE

I 7
!
FE?rCE!
l r I I ?,

l
BYPASS DIVE S10N
??
)ITCH ?
v ?POe
_
I
?;Av?
I1 /
. !y? ??? 1 I t .. _ LF SILT I ?0 0 \ ?? r Q I I e+,
9,+?tY v 1 I Y' FENCE
?
?
/
4 ?\

I LI.
/ ! I
4
r I
Il CENTERUNE FASTING
66' SANITARY SE pS \\ \\O
1\ /
II CHECK DA1A ` \ I \\\ \U - w .?? A` 111 \ ?y
?ASN
I ?.
r

I i !/
r f
I / iy! ? 1 1 !1
`
1
/ Q
m
?( / \ s L- y I
l s
?p ?,\ (p\ \ \ ( I"\ ?.? f-____ ? \ .tl. „?- ? , \ I ! ??7. <A
V v
A CNECK o
\
/
B? ?
?? ! 1
1/1 1
r i !Il !I ?PO 6.q

` ?p 0 /
DAL/
I \? CBS \\1`\? F? ". ?? S1I OJ ??,Q'\ I I ?h?tif
l 1 1
1 1 l h \ \ 719E II BARRICADE
NL
SEDIMENT TRAP
i
+
N I I
1 1
I ( 1 I
J?I
fl.
?/1
C/ I
l v
, (1/2 ROAD WDTH)
.5 _ -PROLE
TOP ELEVATION - 186.5 ?., I ? I \ \S eP
O
I soiTDU ELEVATION - 182.5 \ \ '\ '? 11 \`; \ ° ,,

GRAPHIC SCALE
S B 1 1 1 I
1 1/
/ WEIR ELEVATION - 186.0 1 1 1 l? 1\\ \ \ \
!I I !
I i
1 /1 /
11 ! CHECK DAM DIMENSION Q WEIR - 20'x50' ????? 1 x- l I \,\\ \ Oo

S
WEIR LENGTH . 6 FT PLAN
'6S. V`ns \ I \\ \
\? A b
/
r I I 1 \
\
\ \
\ .
.
. ( LY FEET )
- I L-h - 40 IL
+I

N
mn mrn
mn
1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING G
PROPOSED RADE ALONG
IA. SEVER
• Z JF
^ W D-' . . . .
W 01:
_j I'-
. . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . . .
= '2 hmZ 1Q6

a Of In f
wn o
.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .

0
Z +p
^^JJ
W?
.

. . .

. . .
. . . .

. . .
. . . .
. . . .
. . . .
. . .
. . . o0

/n

\
. . . .
. . . .
. . . .
. .
. . . .
. . . .
= a?> . . . . . . . . . . . . . . . . . . . . .
. .? ?Z m . u ./.
r
I
?I . . . . . . . . . . . . . . . .
193
.
.
/,
. . . . . .
rrPE'A' PAUEMEN
REPLACEMENT, SE

CEt-L.107
\
. . . . . . . . . . . . . . . . . . . . . . . . . . .
_.l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 188

. . . .
.
. . .
. . . . /
. . . .
. . . .
. . . .
. . . .
-7 -
-? . .
. .
. . .
I \
.?
. . . .
. .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . . . . . . . . . / I t) (I! WATER LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . ! NV UNNNOrN . . . . . . . . . . . . . F
m
66LFOF9
66 LF
OF 96"

z TUNNEL

TUN DETAIL

13
. ,
. , ,
. .
. . . .
. . . .
.

83
. . . . . . SEE DETAIL. 11 . . .

7 7
. . . . . . . 472 40. LF I . I . . . . . . . . . . . . . . . . . . . . . I . . . . . . . 527.8 LF .
0 083: . . .I.
I . . . I
I I I
I
124.92
LF .0 0.08
. 66' RCP 00.0

66' DR R

P

178
66 RCP
CLASS
CLASS
IV . . . .
. . . .
. . . .
. . . .
. . . .
. . . . . . . CLA S.III. I. I . . . . . . . . . . . I

--1-- _
-- --- ----- --- . . . . . . . . . . . . . . . . . . . . . . .
? . .... .... ... .... .... 173

N . ?.. .... ..PRO FILE .. .... .... .. .... .... .... .... .... .... .... ...
.. 1'•40 HOA2, .
. w P.4 PERT
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
165
w
V

w

w o
d

C1 o
o

m rn
r-

m a

w In

a
DO 0

n

ui

rn w

N

m e

o

rn
IUtUU 14-UU IvTUU
I D+UU
16+UU
\\ \ ? ' ? /cod •
\ 1, r •• \
? (SR 2E,08) s°° esT ? --
A / ' R1VER?lEN UR
TENPOAARY GRAVEL CONSTRUCTION
Pt,
i ENTRANCE/EXIT, TrP, SEE DETAL COMMUNITY WATER SERVICE EXISTS IN THIS AREA. THE CONTRACTOR
SHALL ANTICIPATE HAVING TO CROSS AND REPAIR SOCIATED
` OPEN CUT ROAD CRCssING \ WATER MAINS.
CENTERLINE PROPOSED / TYPE •A' PA EMENT REPLACEMENT \
k6' SANITARY SEWER i SEE cETAL 1y \ \
i 0 C19 \ \
Plf?
\?? I ONINGZ
i
??Yytio?YYli"??r -y ??!?o1J III

i _ _
A °° 09
z
----- ,-??`? '% ?- ? - - " -;•:?,.?r- APR 2 2 29,
,? ( ?' ?,/?' Iq?•?/ $ a---= T- __ _ _ __--- - - v i DENR-WASERQUALITY
__ ?_ _ _ _- __
V?
-r ANosmgST0iMlh'ATEREW
V
_

,
?-?
=--_+r.?
s
_
_
_
- ,• 'r. ?"?-_-? ie,?;', , =' _-

' - -- -? =_ ?'` c.6 F' EF SILT
TYPE 101 TCH -__ Aa-- FENCE

S
- T i
??
lP,( LF SILT LINING CHECK DAM
Wf<ti FENCE
:
{

Ay O?=--J"
0 ---- CENTERLINE

I - - I \\ ?y?J°??. _ n a N _ "? ?\ ?`y
RYEX STING
INLET \ \? ` - l? ', 6 \ V? O C
STONE FILTER PROTECTION , `? x - \ \ ^\'! e
J
? `'
•\ X
y
?'
"/?
in LF SILT I
Opp _'_.-=; 1??..i%j FENCE =
6,A
?? / `<''. `__
?'
?Q.

Z o? I II I I I \ I .` ` T ?`? pE,OtF---T? J AV EV
P;E Nr
W SEDIMENT TRAP r4
?
I GRAPHIC SCALE TOP ELEVATION - 760.0
I

I e e TLA BOTTOM ELEVATION - 176.0
\ I ?'? ` `? -- Ev WEIR ELEVATION - 179.50
'
'
. `
I
I I
.30
. \ \ _• __ DIMENSIONS 0 WEIR . 15
LAN -
WEIR LENGTH - B FT
I•..o'
`' I?
\
?
?
\\
\
/
1
N rr£
, ^C)
a
:
?
`
`•
`. \T
04
---
I 1 L-
40
u
NOn
N?
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NW~ . . . . . . . I
li . . . . . . . . . .

.

. . . .

. . . .

. . . .

. . . .

. . . .

. . . .
UKZ ....

. . . . ....

. . . . ....

. . . . ....

. . . .

. . . ...

. . . . ....

. . . . .. n
N
Own. . . .
?t ....

. . . . ....

. . . ....

. . ....

. . . . ....

. . . . ....

. . . . ....

. . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . qmn.
+
202
. . . . . . . . . . . . . . . . . . . . NW ~ . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [xISnNG UAO
PRQPOgEO AM KONG
S"NCR. . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
-
. . . .
. . . .
. . . .
. . . .
. . . . Z Ul- Z
. . . .
. . . .
. . . .
. . .
. . . .
. . . .
. . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
197
- \ -,_ --
.. .... ..,. .... .... .... .... .... .... .... .... .... .... .. .. \ . .... .... .... .... .... .... .... ....

.
. . . .
. . . .
. . . .
. . . .
. . .
TYPE •A•PA
REPLAC
EMEV,
MENT.
SFE DETNL 101 '---
. . .
. . .
192
. . . . . . . .

. . . . . . . .
. . . .
. . . . . . . .
. . . .
. . . . . . . .
. .
. . . . . .
. . . .
. . . . . .
. . . .
. . . . . . .
. . , .
. . . .
. . . .
. . . .
. . . .

. . .
. . . .
. . . .
. . .
. . . .
. . .
. . . .
. .
. . . .

. . .

.
. . . .
. . . .
. . . .
. . . . ` \ .
. . . .
. . . . . . . . . . .
. . . . . . .
. . . .
. . . . . . . .
. . . .
. . . . . . . .
. . . .
. . . .

87

....
....
....
....
....
...

..

..

....

....

.... ... ...
-
... ...
....
... ....
....
....
...
...

. ....
....
... .... ....
.... ....
... ...?.
..
?`...
?.
?.
. 182

• ' ' . 527.84 LF C 0.08 7. • . . 6 'RCP CLASS {V . 412. 7.LF. . . .0.0.08 7., 66'• RCP ASS,IV 62. 1 LF .0 0.08.7. 66' RCP CLASS II . .
.... ... ... .... .... .... .... ... .. .. .... .... .... ....
.
177

.. PRm
FILE
. . . .
. . ..
.. ..
....
.. . .
... .
... .
. ..
....
. . .
....
. . . .
....
. . . .
....
I•.NO
I'.. -Z.
PERT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 172

O
m Ln
N
m

C' n
du
m c0
n
m m
n
m
?0
m M ,n ID
16 p ri N
m m m ro m I N
n
co
20+00 22+00 24+00
26+00
28+0
J0+00
I _
?ZkppP?p? q, ? I
tA?? ?? pp??1S? ?I 1 !! (til. I I
>dP?p t ? ?p ?W,, I (\ I II'? I v;? I sgd - - - - - - - - 1

1 1 I I! I I I II I I\? I ?I I ? 1 \
I i l! I I I\. •? I al I TYPE 2 DITCH ?" \ I
I Lu 4F ILT I I I I I I tl LINING y
I
SO
N
I
I
I
11 ?ol\ ', ?, rpM II
CE I 1 I
` I ?I I FE
I ?'\
I I I ? I d?I?l /\?JII .41 ??11111 1, ?V.1 ?)? OOt '-?? I I
I I I
I ???(?

N,V?(1{{::???
all

;
SL - ?; .' I I APR 2 2 2005
?

CENTERU E PROPOSED 0 x

DENR - WATER
QU ?•avl?
Qu,%Ll
r pp
p9v - 1 + r a ?d C2,
0
/
/ ' 66• SANITARY SEWER
GGE ??
5 I
TYPE 1 DITCH
LINING
z ?IIp$ptrO$TOR?
.
\ _ F
v P
\
• /
I I
1
/ I \\ E.L(vA?ON•2 2.
\ I 1
1 ?
?
75' II Opt TYPE 3 DITCH
- - - - - -- - - _ _

a
O
\
?
J c LINING
f . i ! t (SR 2608) so,o' - BST - - 40Z
vI ?'? _ R
VERVI
?W DR .'
ii
pt p2
?
G 0 =)
+ Z
a p

lv x 'I \ __
CHECK DAM
I I '? r??.\\'? I© , ?•1'1?69'16 Q?
'08• W
o

/. - - 1 ,. 1
- - - - . -
I
Z
f

_ _ NZ
, I 11+0 1 2 ?p

i
9
I L v,

I
OPEN Cur
cADSSwc at I 1 • , YyPE T pl H\\
\
A' PAA'-
}I
rvE KtCN i ""-..T ""-..T S LINMG
I
11 _05
I ^,

?1 , 6 8" ?\ \ -'

- \ \ \ T'
coETUL
11
107 Iv
f s
I
. '_L - - - -
.r I 1 1 "'C ` 1 -C `- - b ` -b
-
-
qgA I - ?r TJ I
"
v
4

v
?
? /

II
I
I V W
F-W
- A I A
v
?11ENCE `v. - - V I
v
v n v ^v \\\
?I
__
v
b
v
'
- _ _I I
I
I I
----
CK
I UN
W
I I
v? , 1 ?Il ?
V V
SEp
LF SILT N01
I V ` dZ9 lF SILT - =CO
/ (
I
L
I FENCE
\
n\ FENCE _ _ - - - - ________
-
I

9 PENCE I _ ( /
9 ``bg\ \
SAIAi T
KSEA MTERCLYTOA
ECNrEALNEE]RSP_NG 66' _ _____-_--
i i •? `,r / ?'tP \ I i /- 56 I /
yr? I Cb\
J,
01 ?. 51
C
I SEDIMENT, TRAP
y<i 0\ l6?
6 4 O
TOP ELEVATION . 19 0 6 SCALE
GRAPHIC SCALE
A
.SA
LF SILT
? I I FENCE
I N
OM ELEVATION . 19 I „ n
m
a ?w
I
I I I I
I DI WEIR ELEVATION . 19 .5 PLAN
MENSIONS 0 WEIR • 20'x O
}'

I WEIR LENGTH - 8 FT t'•a' I (LV P671
f`N I tnoc • ?0 ff

N?

?oN. . . . . . . . = a?
7Z

° . . . . . . . . . . . . .
- ----
- - -
- -
202

. . . .
. . . .
. . . .
. . . .

mil
xl N
cR -
PROPOSZD.S ALONG

SEWER.

/
aF.z . .... .... .... ... .... ?... .... .... ....
\. ... . .. .. .... .... ....
. S ??.
-
- . . . . . . . . . . . . . . . .
. 191
ASPNA T PA1£NENT i CAA1E DRIVE \ \
. . . . . . 1' . . . . . . . . . . . . . . . \\

--____ _- \ - }r
. \. % .GAAVELC ". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 192

.
.

.//
/?
. . . .
. . . .
. . . .
. . . .
.
. .

. .

. . .

. . .

. . .

. . . .
. . . . . . . .

. . . .
. . . . . . . .

. . . .
. . . . . . . .

. . . .
. . . . . . . .

. . . .
. . . . . .

. . .

. . .

. .

.

. . .

. . . .

.
. . . .

67

. 182
629,71 L F' 00. B'9.' 6• RCP CLASS III . . . 366.62 . . 0 0.08.%. 66 RCP S. IV. . . . . . 4 6.61.LF. 0 0.08,9. ©0.08 CLASS IV
.... .... .... ... .
177
PROFILE
... ...
.

I

I . . . .

I . . . .

I . . . .

I

I

I

I
I- 4 1EA7.
I I
. . .

I

I

I I

1

I

I

I

I
172
N n a cc o to L O co N
n n ri vi ro co vi Ni o vi
m m rn rn rn 0 rn o 0 0 rn
N N N
CHECK DAM xN !' !/J ! --?--' 11 \ !
?? oeo"? Qoo ??n ?? I ?o I?11 CENTERLINE PROPOSED
r?.x \ /CV`0? r16, ; / 66' SANITARY SEWER
1 d+ TYPE I DITCH ? . • ' _,? V --^a? x ?!?
r,0 , LINING ,CCEENT?UNE-It pSED ?--
'"? ?.? v A • 11 •. ??
t CHECK DAM
I ROTECTIO R , ? ? : ? I \ \ \ \ ? ? II .W. ? \ ; c
\ _ I CENTERLINE PROPOSED
p? , '? ?! 1? _ Py ?Ih INVERTM SIPHON NO
I I
\y 1 (/??
1 Y \ \\ x 1 11 1 C.. 1\. I-K' JEI

s
\\ °?6 r9 ti0
IT 2

?
BENCHTIE POWER P T&

`POWER POLE
'
? TYPE I DITCH

LINING
Z
- ! U
ELEVATION-197.19
p y
REPS ?r rco r. A,. Do - _ -, SZ+--"
-erCo -q? cry so.oo? - - - _266.10
N 44.30*4Y W 0157 W
/ r /"
'
- ?
-

R
- /'1
g4LFSiiLr
W GRAPHIC SCALE
1" - '??c
II E SILT •
3 F
1 ENC?' ?L. `- '?' ?"1 v 1 1? ? -t? i 1 1 i I' I I I , ? ? ? ? ? .i ' ? - ? ? e s
'. 00 Y 1 i 1 :2
?- I 1 1 ?C 7,TS 1 1 .?I?I, I A 1 1 1 ?, II 1 I I 1/ •" / 'l
1 1 \\ 1 I I WET
K l 1 1 I ? ,
1 1 I 'Vk v 1 ? i 1 1`?
I 1 1 . '
?
Y
.
, ,-. ?. .
\ 'v I II I
,? " a? ?0
1 r I I I YEENTERUNE EXS'NG'
F N E
I l 11
1
I
? I 1 1 LF
Sll T
i
1 ?
`
?
, o
I
x
1
_ ,
1
v
IN 0 CENTIi N? ROPOSED v ?I
r 1 66' SAANITAR+ MEN Fu T
%
1 I `, v •, A ?, r YIppI I I 111 FENCE V 1 I. 1 I I I 1 I wf? R $ 401 n
\ 2' LII , 1 ? `.?, :er' 11 1 I I, I I L, 1 I I ?ofR ,rti, i, l I r
L

.17
IB
?I 1 ` " i ! I I I I I ?? 111 1 \ `.? \ \ ?. pA 4p I Rf?f 4 c.? Lb` co
0+`rCp! ? I e?
1 1 1 1 / i I E V \ 1 \ 0 6 }i r 6 I o°
0' 111???
?
O
1 1 o fR?. f9 5
i/ 1111 \
o
a4y III I r? \ q. q?i 20 I 2@9 LI' SILT Con
/
?. sr? !
III I I an
4 I P?i? sq FENCE I mm
\ A ?C, I <?? APR 2 2 2005
lV o" , I EnSDNG INVERTED Si-NON * I rnn
e?ga
y I ` ?,
: an N11
ry
PLAN
1 J 49 PLAN \ +1 1 ? WC
O
R•WATER
' ° W? I I z
o
•'°
QUALITY
`?
w Sa4DSTORM1 %T
GI ;CN
INVERT ED SIPHON N .2
- --
\. OUTLE STRUCTURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- - ----- --j__
- - - \.
a\ SEE'S EET D11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
,/
'
-.-
-
. . . _
. . .
. .\
. . . .
. . . .

. .
. . . . \.
.. . . . ^ ..
T . . ....
. . . . ....
. . . . ....
. . . . ....
. . . . ....
. . . . ....
. . . . ....
. . . . .•..
. . . . ....
. . . . ....
. . . . ' E)OS1W
. . . PRDP G DACE ALONG
.SAN SCAR ...
. . . ....
. . . . ....
. . . . ....
. . . . .... ....
. . . . ....
. . . .
. . . . 191

. . xi
PR(POSEO
AN, SEWER,

INVERTS

SIPHON N0.
. . . . . . . . . .\ .
\
• INLET ST
RUCTURE
T 0
0
. . .
•,
\ . . . . . . . . SEE. SHEE 1 . . . . . . . . . . .
' . , . TYPE •B' OED iNG ' ' ' ' ' ' ' ' ' .TYPE, C' BECOiNC' ' ' ' ' ' ' 'TYPE B•' BED0 NG' -CONCRET PIPE ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 166
\ c E RA - - _-
\ SEE PET IL 110 /
. . . . . . . . . . . .
\ . . . .
. . . . . . . .
. . . . . . . .
. . . .
. . . . . . .
. . . . . . .
. . . .
. . 10
.93 LF .
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . .

. . . . . . .
. . . . . . .
. . . . . . . .
. . . .
' ' ' ' ' ' 'ALL PIPE \
HALL-BE RE TRAINED JOIN T' ' ' ' ' ' ' ALL'PIPE 'S ALL BE 'BALL JOINT - ALL' P PE SHALL'B RESTRAINED i
JOINT 0 0,6 r• .
RCP
66'
III
CLASS ' ' ' '
416.61.LF, BETWEEN S A 42+6 3 TO STA 45 0' N T
' 6 RCP ? .11 LF ®0.08 R
+ B STA
ETWEE 5+00
O
ST 47+20 BE1WE N STA 47+p
T p TO STA 4 91.03 • . ,
, 181
SS N
® 0406 7. . . . . . . . . . . . . . . . . . . . . . . . /. . . .
u

.
/ . 187.11
\ rc / 6 0.08
\\ . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66' RCP 176
. CO
5P CRETE PIPE 'CC 'CC
CE.0.50.FEET LAR
C. . \ . . . . . . . . . . . // . .
m ' .
m .PROP
SEE $EO INLET STR
EET 97 . , CNAE CLASS. III ,

.
. . SE DETAIL 109
\
. . . . . . . . . . .
; . . . . . . . . . . . i/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .\. r . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
171
z ' u
° o
W
. . . . o N
g^. w o. W N. ?. 166

V
+II? n

m
N
W
U .
a0?. I fW?.
. Qa?. .
. .
161
m ~ N -
. . . . . . . .o
gam.
. . . .
. . . TOP
30• DIP
. . .
. . .
m . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
. . . .
. . . .
u 1
amm
. . . .
. . .
. . .
. . . .

.
LL
o ,...
? U .... .... ... .... .... .... .... .... ....
c -O TOP 42' DIP U „ CoH- 156
O YW? . . . . . . . . . . . . . . . m Jr . . .
W . . . . . . . . . . . . . . . . .
PR O
I
Z 07 .... .... ....
. . . ....
. . . . ....
WVERT
ELEV.151.77
. . . .T HOR
Z .
C K. . . . z
. . . y Z .. .
. . .
. . . .
. . . .
. . . .
. . . .
. . . . ..
. . . .
. . . . .... .. .
. . . .
151
o m o n n a Lq o n m
N
m n
m
w Y
n N
? O
n r l0
m <
m 01 a, 01
m m rn
al?nn 441nn 4F?nn
SHi n
Sn.nn
_ - 1\1 b ?ti9'o
INLET PROTECTION. 1 ?. / (^
TYP,
CONSTRUCTION 1 ,?,' ` }?k' fDG2
ENTRANCE
I _ Rltf Cl 0Z
j5.' - - j p
',2G00
irk 9,?

fy / CENTERLINE PROPOSED
O'x6 1 -j- ' 66' SANITARY/SEWER--
u
u ??- ?1P ti Ox yr
i
II
•
°
' /
'
' ,_ -' . ,? - x a°
_ 1
-__ - /' - .J r r j (/ r r rVQS
?
r'
_ _ - --- =---_- 0
7 / ,,,??, ''? ,a

4

, \ \/ .

TYPE I DITCH 1 LF SI OJ

FEN
2
APR 2 20
---
--
'
± I r
' r y
r
l -
4
` -
`
'LINING /o
_
_
__
r
?
=?C3 6p4- rr
00 {
, I \?/p `/
r
_
_---------- ---- / i /
sr - = 1 ?fcai% / ?_ -- - ------ - -- - - _ _ ___ -_-_ -___- ----- - /
--- ---_/ /
YJ,
\
Y• I
0 p \ jr
T9 r\I1 v
EXISTING wax L ROAD. WATER UU ?`
DENR.
REPAIR TO ORQNAL CONDITION n?ayDS1a „11,?`?y Y?

-
.97 Z7 Z7 Z Z,.7 z
-
? I, 1
\
m
34
k
-i_- - - -
`% = --
_____ - --_--
--=
--
-_-_ =' \-- -_? -r
,
o
:
_
J _ _
_
- - c
Oy

LA EYE
?-_.-__- ,;`
;-
? ?''r 59 LF SILT
FENCE
Hy'TYPE 2UTNG

°
?
?

TDE>a5fN1ERC[PfOAx

EC71Pv
C: ------------ - _ ';
'- -
r----------
` \ ro ROCK CHECK
r q
?
''
/ _ 0
.
? l _ . - i / - _ _ _ - _ .- ._ - tENifALrilE T457wC- - YI • ?Ny
_ _ . %
N
_T- ---Jf-__ -?_ EE_Sm&TANT-ScMER? ??
?
J 1
a4?
STONE FILTER
+I
?c,? ;lO IF SILT I 1
,%P j¢p LF SILT
FENCE N
/
/
? a GRAPHIC SCALE

? n a a w
FENCE PLAN
I 1.w
/ 1
( IN FEEL
WOJ 19m
ANN ?NO1 I Inch. W fl
' 01 o' ' 0101
. . . . . . . . . . . . +.0 1 -1--1
.
. . . . . . . . . . . . . .
. . . . . . . . . . . *-j
ul WcU,l o
2 ? JF
ww?1.
a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n
n . . . . . . . . . . . . . . . . . . . . . . . . . . . .
F?? 3.> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X0.0. . . . . . . . . . . . . . . . . . . . . . . . . . . .
N?? ZEE OF E
. .
mw? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
202
. . . . . . . . . . . . . . . . . . . i_ P DPCgO SA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

----_

'- -

\?

'I
. . . .
. . . .
. . . . .
. . .
. . . .
. . . .

197
//. . . . . . . . ?. . . . . . . . . . . . . . . . .
- CAAKL RO AD' . . . . . . . . . . . . . . . .

-
EPAA
REPN
A TO CRIL
CONp110x

A.

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E115 15' RCP \-_

NYNCWN !1 1 . . . . . . . . . . . . . . .
192
. . . . . . . .
. . . . . . .
. . . . .
. .
.
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . .
. . . . . . . .
. . . . . . .
. . . . . .
. . . . . .
. . .
. . . .
. . .
. . . . . .
13. . . . . . . .
. . . . . . . .
. . . . . . . .
187

. 187.11 LF '0 .OB '7 '66' CP CLASS II 589.95 LF ' ' ' 0.08 i. 66' RCP. . . • . CLASS •III• . . . . . • . . . . . . 403,34. .0.0. 8.7.. . 1 6". RCP. CLASS III. . . . . . . . .
182
.... .... ... .... ... . .... .... .... .... .... .... .... .... ... ?.

....
.... ....
....
....
m ..
..
97 ..
...
.
.... ....
.... ....
.... ....
.... ....
....
... ....
.... ....
.... .... ....
.. ....
....
.... ....
.... ....
.... ....
... ....
.... ....
177
+ ? + o
? N. ? N
P
RO . . . . . . . . . . . . . .
< m VE
=
... m Q .. I' C
R 172
as
N as
~
o 1 U1
V 10 O N tp O O r1
m r;
m ro
rn vi
m m
m n
m cc
a, a
m N
0 (N
m a
m

? y x9 I
TYPE 2 DITCH ,'? o % 69 \ \
OPEN CUT A CROSSING
TYPE 'AA' ' PAVEMENT REPLACEMENT LINING
SEE DETAIL 107, SEE NOTE 1 , .' ?o \ CENTERLINE PROPOSED
\? w0 o I'l/1 0?66 ANITARY SEWER
r
\ ??6kx ? ??// ^1,• ??1 ?_ ?••' /`" a \n'°, e
- '_ _ 70+00 J 71+ro • _12t00 --' . -?D 6a Ta
°1'?T---_1Vj?•?/`J?? g'+ 132634_W' _ 357.84'
66+OD _ R - 340.14
NOTES..
CONTRACTOR SHALL PROVIDE ADEOUATE INGRESS AND EGRESS
FOR ALTA VISTA COURT FQR DURATION
ACROSS THIS RDA.

11 1. I
x?
0 I
?
D
1
a
P
ti
h n
E7-

e f e
e
u CONSTRUCTION O
(( ENTRANCE
yl`\ TYPE I DITCH
LINING

/- -_ N 1nu., A-%
22 a- P E \\ _
AL LF SILT
TYPE I DITCH FENCE
LINING m I\ to _ \ ?" S?:'t;4
LF SILT
FENCE I I I BSI y m y 4? 95' SANITARY SEWER a J - - \1 \ 4 v f0%?1J D
-- 0,, J, j INLET
o
m PROT
CT
P
-
'
\
ION,
P,.y?
Cq . /:
( -
o_ 1 Q W
E
\v \ I
?'r` y 8' 2005
o a 1 /
a+'? / , m 1 TYP. SEDIMENT TRAP ! ti i a' c
N ?++ A `? -.
T
TOP E
EVATION - 188
5
I
.
J f
L
r
?I XO / p s7 e Tie 2 W BOTTOM ELEVATION . 184.5 P?+? p 7 I !O Q
?j. y f o o O? Q ,?- WEIR ELEVATION - 188.0 J.?Q LF SILT - x \ Z 6c7?r
40' / FENCE P- QUALIT
f4+
W CLw DIMENSIONS O wFR
4 \ \
G9
IS'
Y
?
v
-
.
A
s F m 2 C
Rf
^ ?' \ WEIR LENGTH : B FT
i4r?6Yg
Q
%
I
G,?
P I
?
7
I
R B pA r
nn \M \ .
\ \ \ OPEN CUT ROAD CROSSING \ (VTA7
\ \ T1PE 'A' PAVE 'ENT REPLACEMENT
SEE DETAIL 107

GRAPHIC SCALE
PLAN
1 -w'
( DI FEC7 I
M
O n I Imn . 40 IL
I
'Oio
+17

. O
Z J1-
WOD=?
Q?> . . . . . . . . CnSnNG
PR(PoSEO ADE ALDNc'
AN,SEWEA, . . . . . . . . . . . . . . . . . . . .

? . . . M?
??
00
am . . . . . . . . . . . . . . . . . . . . . . . . . . . .
= ?Z +I I -t m. 00

. . . .
. . .
. . . .
. . . .
. . . .
. . .
s
O
NyW? . .
. . . .
. . . .
. . . .
. . . ma
°
. . . .
. . . .
. . . .
. . . .
202
. . . . . . . . . . . . >-.- --. ' .' '. -. . . . . . . . ci:3 . . . . . . . . . . . . . . . . . . . . . . .
o
es.
W

_.--'
.... ....
.... .... ....
. ....
.... .. .. .... .... .... .... .... .... .... .... .... .... .... ....
197
YYPE •A' PAVEMENT AEPLAC ENT
J _ . . . . . . . . . . . . . . . . . . . . . . . . . .
i? . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEE DEi L t07 . L . . . . . . . . . . . . . . . . . . . . . . . . . . . . '
T
E'A' PAVEMENT R
PLACEMENT . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E DETAIL, 107.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
--- . . . . . . . . . . .
` . . . . .
192
... ... .... .... .... .... .... .... .... .... .. .... .... .... .... .... ... .... --''. .... ....
... ... .... .... .... ... ... .... .... .... .... .... ... .... .... 187
403.a4LF .... .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ...
00.08%. .... ...
5
•14 LF
,0;0.08;7. ... ..
66"
RCP ....
CLASS IV
:35284
0 0.08 Z.
66
RCP
:CLA55111
330.25
LF. 8 0.0
% : ,66'
CP CIAS
III
. . . .
• 66" RCP ? . : : , •
182

.... ....
... ...
....
....
....
.... ....
.... ....
.... ....
.... ....
.... ....
....
.... .... ....
.... ....
.... ....
.... ....
.... ....
.... ....
.... ....
.... ....
.... ....
.... ....
.... ...,
....
....

177
.... .... .... ... ..

.

..PR

FILE ..
....
.. ..
....
.. ..
....
. . ..
....
.. ..
....
....
....
....

.. ..

... .

... .
.
V ..
. .. .. ... .... ....
.. . .... .... .... ... .... .. I. 4 ERT
1 . .... .. .
. .... .... .
72

v
m
m

m

)
n

o'

N

ni C,

rn
o

m
n

rn
rn

m
n

m
n

m

n
;a- nn Ar-nn aa.nn 7n-nn 77inn 74+nn 76+00
htCN VN? -1p, rco 16+00 I\OrA
UA , ec nit\\

-7, 1
\
... SNEB ? . I

SEE LINING
' ,, \
?
5L \ \
y
`?,
/

NLET ? ?'
'W ?
? OPEN CUT ROAD CROSSWG
TYPE •A' PAVEMENT REPLACEMENT,

/ •?, / SEE DETAIL 107

/ \

06
PROTECTION/ 1k,
+
01

\
CEN 1A TE
EXISTING
SW
IARY SEWER

/ \ \

1 I
d M ?6 ON 66' INTERCEPTOR AYH 18.
I Q-END 60 INTERCEPTOR STA 76+87.63
j

A V BENCHTIE D
APR 2 90
L
y? 9 1 \ I aV+?l

x"ll1 ' 1`' '
\ ! 1 /\ \ \

1 !,• {
S \ \ \

CONSTRUDTION
ENTRANCE
WER POL`y?
\?\ P\O
?? \ \ PQ EL VATI .'198.SO
n
ee V

, DE?NnR?
LE Wqj
aiDSr?
AUlY
?Y'' e? Jr I b? ,q y1

o a•

/ `q/P I \ \ \ 969) . \ \ ?0 x9 ?\

.p'?fy oq \ I t• I J`? 1?
??
ot

/

/
y0

ENTERLINE PROPOSED
\
60
0' SANITARY ySEWER
O /
'
/ K
I v ?_ `? t 114 LF SLT
- a
FENCE

I I I 06. Ua tiP CONSTRUCTION
\ I1 ?m ?? ENTRANCE
o, d r 6 \ nY
A BpA?

WY

vb Z
P y
'iU? t "S.
90A /
/ -TYPE I DITCH

NINC
LINING 0

1 / Q
\a
?B6D'
r/83+00

-

?;: + B6+OC
J r•'_

Z
0 IZ-
_7+00 W 1 r ---\?8 ?+ _
?

\
LF SILT
2Z5
FENCE \\ v v \ ``?------f155

'5&00"

' M

N 56'0934 W /1
Do 0
451.24 a

/
F LT /r29 LF SIL
\
FENCE ?\
/
k
\\ '/ N Q
W4.
9
R/'IHJ
- ------ ? --,?'-?
??? =
FE E -`
\
\
n? _' ?_u\
?
Z ?0
__
_
Z: t7
CHECK DAM
7:a La

g\ -_ -
\+
;
tr
?

CENTERLINE EXISTING ,
w' SANITARY sEwER

LF SILT
by
'I . OPEN CUT ROAD CR
TYPE I DITCH \ \ \\ y6 TYPE . A' PAVEMENT
LINING \ \ SEE DETAIL 107 OSSING N .
REPLACENENi
?
J
C'
STONE / ,+
FENCE INLET ? \ \ ? LF SILT
FILTER

' SEDIMENT TRAP 17
TOP ELEVATION - 189.5
BOTTOM ELEVATION - 185
5 ,ey PROTECTION
95 r

?P
AC
/
l FENCE /

GRAPHIALE
.
WEIR ELEVATION 1 89.0 3
/
/ ;«
PLAN DIMENSION
ISfi
0'
/ \
« «
«
/ WEIR LENGTH -
3 / .._:
'
( IN FELT
1 loch • 40 IL

.

rih
00 C 10
N....
lV
I Do- . .
....

. . . .
...

. .
..

aOni
00

W
....
....
.
...

I

. . .

.

. .

. . .

AU)

. . .
....

. . . .
....

. . . .
..

. .
..

. .
....

. .

. . .
....

.

.

.
m?

Lq
ll ....
F-
Of . . .
....

. . . .
....

. . .
..
mg
W
r....
C
....
....
.
..

EXISTING GRADE
PROPOSED
SAN i

ONt
WER
o (D 04
rnw

+
I L
....
....
..
..
....
....
....
. o I
a?
L" 202

a N :E
_
_ - Do

. .
a
Q1. I . . . .

. . . . . . . .

. . . . . .

. . .
/
?. -_-
.
- -

. .

. .

. . .

. . . .

.

. . .

. . . 2

m
z
in
. . .
.
. .
. . . .
. ,?.
------ ._,_. . - . i - -- ----'--
? . . . . . . . . . . . . . . . .
`.\ . . 197

. \ .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
\\ - TYPE'B'PA
- ENT . . . . . . . . . . . . . .\\\ . . . .
- - -- ? . . . . 192
DETNI
P 07
TYPE
PE '
REPUg PAVEMENT
EMENi
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
.
. . .
. . .
.

. .

. . .
. SEED TAIL 101 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
187
.330.25 LF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
0C-O8 R 196.94' LF 00.08 0' RCP 'C SS 111 ' 555.26 F ' . • • 0 0.08.7.. . . . . . . 60 RCP. . • . . . . CLASS III . . . . 451.24 LF. . . . . . . . . . . . R P. . . . C. . .III. . . . . . . . .
68'RC .... .... .... .. .... .... .... . ... .... . ... .... .... . ... .... .... .... ....
CLASS II . . . . . . . . ....I ..
. .
.
182

....
.... ...
... ....
.... ....
.... ....
.... ....
.... ....
.... .
. ...
... ....
....
... ....
.... ....
.... .
. ...
... ....
.... ....
.... ....
.... ....
.... ...
.... ..
.. ..
.. ....
.... ....
.... ....
....
177
..PRO FILE .... . . .... .... .... .... ....
. . . . . . r,w HGRU.

172
o of
N
m n
D1 00
CI I'll
Q1'.
N
, m
C1 O Q
W `f Qi
Ci at m
/CtUU CUtUU bl+uu
64+UU
r? e.X9\
_. ,. /,. . -. •- .: ? -
S55 LF SILT FENCE INLET NOTES
STONE FILTER, TYP. I(/ PROTECTION I. CONTRACTOR SHALL NOT DISTURB, EXCAVATE NEAR OR
rv [Tluc: rnNCRETF PIERS. INSTALLATION

•

•
/ P

25 LF SILT 1

6\ FENCE r 5
4 ???'
y\
p

\

\
\ CENTERLINE PROPOSED

0 SANITARY SEWER

SEE NOTE 1 ,
0" T e' PAVEMENT REPUCE ENT
S9 lF SILT FENCE Y B 0' z A LOCATION OF THE PROPOSED PIERS SHALL BE DIRECTLY
SEE uL 107 i O( ADJACENT TO AND IN-LINE WITH THE CENTERLINE OF THE

L\ C'L 9\ J(eL f f 0 ??,? EXISTING PIERS.
J \? 0 \ h N
:.5 LF SILT FENCE 0
? \ ; \\ Se 1?fp
'
\
q
\V
T
\
E
\ \
1
\
% ?
\' I \
I ?_ \ r
00 c,N / ?
.??.,
?•
WE
N
F1ER
9
TE ¢upe,k 0
0 CON
CONCRETE CYLINDER PIPE (PCCP) BE
L
1 p 0 ,I REVUucuT„sEE2EYeI?c9 ?2. PRESTRESSED
lip / / NH N0.21 ANO MH N0.22 SHALL BE 32 FEET LAYING
" ECP
'P
o

=?

O Q
P
0 .
LENGTHS. PIPE SHALL BE PRICE BROTHERS 50
It 1? -I•- - I l- - ='t=? -/ 6 CONTRACTOR SHALL PROVIDE APPROPRIATE TRANSITION
•`
-- -r-
\ E 1 1 / - 1 1, v1 1 l ' III w I ,{ I/? . / FROM PCCP TO RCP AT NH NO.21 AND uH N0.22

1 A /, r95 00
9co '''?'--? 94+
'o
?
O
002,
ro? / \ ~`'?'vl`JI
\
v? W 1 /
\ !""`•?, \
I /
_ 11' I 4f 4;? / /lx
i / / ; /
sos 1k
Z N 56'09'50W
Q? 451.24 1 i /

I 1I I I I
V) Of

w ,' I I I I
LL

Z -[l ?- -$-? ?
F- 1m- W /
s ro oY,
N
_
'D c I 9? y A _29 /' '301 -31. .'" Ak J"'Ij.-B-Oi?1J/'
I I / A / / y I// 11 _'?? ( wEIT A?nE.
l .1 1 f I 1 I I it LII II y/ r'? )
l I , X , , ° <i1'4 -°_? -°_ ?lr 1 r /' T?/ / r Tv coxuErE awe CUTTER
t TtER
Ilt ?!1 a- N
f fPUUWENT, SEE DETAIL ICa
4?? I 1 ? I I ? u ? / I ?a / ? ???1? ICI 1 1 I I I l`?-?TJ 1111 d 1 '? ? V? ((vA ??
? EXISTING eaLAAD. rYP ?
I I l1 11
A
q
X

I ! I ?7-
Q ii J
V
r
j: r

- - - II I I ? 1
9? I
1 ,
,
.
17
? I /?/ .' 11 ? l l'( I( 9E?CHkIEI 1 1 ? I I I ? 111 1?1 III ? A V A ` v (?
/r I ( l _ , / i y9v IN TREE I I I I I II' N? ?i v A`0 ?' A APR 2
Q
? ?
W

W

V)

? I i I

6\ I +

^\ (1,yL fr
/ f/,1D,y
p
9v

5
CFNIERIINC EXISTING

40' SANITARY SEVER
V 0
A - - yl 1 \
( LF SILT FENCE ? EL w A h10N= 7112TI I I 1?, 1?'iv?? ? A ? 6 Vv p Q
2
I \ \ \ 1 \ ,Xp CONCRETE PAVEMENT (vAPAAiIAI)
?00
\ rill' OL L\ I I I i \\1 \ \ \ 0 REPLACEMENT. EENT, SEWETAIL 111
;.1)`? p I // \ C
EXISTING CONCRETE PPf I 1 I 1 i i / \? ??,??`\ T ?\ \ 0 \ \ \ 1 l YA
SUPPORT PIERS, SEC NOTE I.
\ \!
L\ I \/? • y0?/? . / i
?y l
" - r T

`\ ???es q4
?$ LF SILT FENCE \
\

\ 4
. ,
. 0 \
Cp nI
?
'? \ \ \ \\0 Y AIIDSI ALI
J
??,y o a.? ayATT rv
INLET . ?\0 ?' \'oN TCRBp?!!f„
aL PROTECTION \? '`0 0 9p.' \ ?, ??L
W?
1
V e?
f,?`b
0?
0
0

.NENT (PARDµ) \\ \
0 \.?? \ e
?'1 E'A PAVL
o' REPLACEMENT, SEE DETAIL 107 \ \ \O O ?1 \ T

\\
\\ 0
EXISTING WOD05 \\ \.\ \\ 0 ?•?*' .
\
\ ?p\ \ \ \\ \\ 'O .e
0
% JP
11 ?0
STRAW BALES TO BE L?'`i \ \
\ \ O
, \
PLACED AT EDGE DF \ 0 \O 4?
\ PAVEMENT CUT

0 G
\
`1 J
ouic!
a
rn?
N 11 GRAPHIC SCALE
,
+IE
m m0c
AN
=P7
LA
a??
m
r.w Z<WW
S> y ( IN FEET )
_
L-h . 40 IL

.... .... .... .... .... .... .... ...
.
.. y.
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . TYPE 'B" PA
9EPLACEKN 'EMENT .
, SEE CET.VL Ip7
. . . /. . . .
. . . CP AE E
,ACPUCCuE AVEMENT . .
T. SEE.DCWL 111 . . . .
. . . . . . . .
. . . .
194

. ?--._.
??
``\
. . .
:-EXISTING *CR
PROPOSED S
E ALONG
N SEWER
. . . .
. . . .
. . . .
. . . . . . . . . . . . .
.EX15nNG GA,m
PROPOSED S
AICNG
SEWER.
/
. . . .
. . . .
. . . . ? . . . . . . . . .
189
' 1
451.24
P 0.0
" .
LF . . .
' .
. .
. , , ,

• • .

805.75

LF

. . . .

. . . .

•00,08

Z

. . . .

60.' P.RES

ESSED.CONC ....

RETE. CYLIND ....

R.PIPE.(SEE ....

NOTE 2)

670.90

0 0.

8 7.. .6

" RCP

CLASS.m.

. . . .

. . . .
60
R CP
1 c .

CLASS
III ` 1 184

? 1. .... .... .
.
._ ..

. . . . . . . . . . . . . . . 179
. . . . . . . .
`.
.
.
. . .. / . . . . . . . . . . . . .
I . /
. . . . .
\\ / PROPOSED ETE PIPE 174

...
. . . .
. . . .
. . . .
. .
. . . .
. . . .
. .
. . . .
. . . .
. . . .
. . .

. . . .

. . . .

. .
i.
. . . SEE DETAIL SO
. . .
. . ...
. . . .
. . .
. . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
.... . . .
....
....
....
...
....
169
. . . . . . . . . . . . .
. . ..
. ...
PR
FILE . I.
. . ..
... .
. . . . . . . .
. . . . . . . . . . . . . P.4 VERT. \\lr . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . .
164

N m
m ?
ri I mI ?? MI
o n Vi GO N

ro a
m
m ? w m n n n n m m m 00
88+00 90+00 92+00
94+00
lC
co

O JQ Q \ CONCR T PAVEMENT REPLACEMENT
-A SEE DEIL 107

?
•
Y `G
V ?
0 _ -
'
• A) 0
N ?•
? v O
77 ?? \ CONCRETE PAVEMENT REPLACEMENT
Oi G \ \ SEE DETAIL 107
?
49b
OO.Q.

I
2' 2005
TYPE 'A' PAVEMENT 2
R
REPLACEMENT OETAk I`
SEE DETAIL 107 I AP
ti`ti p`ti C' i BOLTON ?D?gENR?ID¢yATQ
FIRE HYDRANT
h)\?\ \oo _'1} f
h ?, o e f \T??P b r?': _ ti CENTERl1NEPROPOSED p?N
` u 5 ti _ /I I+ D c, r 60' SANITARY SEWER OPEN CUT ROAD CROSSING
TYPE V PAVEMENT REPLACEMENT
SEE DETAIL 107 ,L

1 1
oiiuL
°
`
77
\
9
1
c 1
\
o ------- ------
.
r C°
n
--
•
?
\ i
--------------- _
? 0
<
\
0,
?`?\
\ °
?
o %
1
TRAW BALE FENCE ?? ?•,\ \ 1 `?0 7
-y
u / -
t .Y y;.'I,-*''--+
_=-
I --_ °_ --
--
J,
00 \ ?? ' I I I I / / r,' ( -- ---------
' ,
---= __--- --- _?_
-- --- ?? p
0Z

\
` ?^ 307+00 C8+0 409cD0' - - -
Sri 7 `y 104+00 , I c-', Co I 7 I 106+0 /
1 -
- - - -=too
` 11 I 0
N F
`
o
+
(\
°-6 ? N
64
45 Y} { , / 155
44.5
06
? ?????
W? ?/ I
\ .
7
f .
, Q U
`0
? A A 1
R
C
E
'
P
v
1 CU
13 AND_
UTT
R
l
RE
I
?A' I-? Y1rP?SEE_DETAIC
_°J_,?i.,. _
Z?
CURB AND GUTTER REPLACE4?MT,

SEE DETAIL 108
TYP,
F 10' DIP t

1Cn]J?F SILT/
\ H

L'i

?N
PROPOSED 4.1 L
SFSN:A C3.B27. CHEFN
/ F E / DA?1
! h`
'
'
° 1
b 1 1 --'? /
\ /''??'•`-/ _ ??? `? ?`\ ? W .
?
/ .
?
°
_
.,
i?
r? .,
CHECKDALI
?? / i'
/
i'? /ID• `
` - N
TIE EXISTING SAN SEDER TO UH A(° •
_
1
i/
?
II
I bti ?? 7 CENTERUNE 6's,Na III %'
4 ' ° r6 4o' s.wlnRj sEMLR / II
Y 0'F oo
TYPE 3 DITCH NO 6° `
\ 1?
°o
. u
b3 n --
CC-CRETE S'OEWAUK
REPLACEMENT SEE DETAIL 107 CURB Y CUTTER REPLACEMENT.
,w, SEE DETAIL toe ¢$] LF SILT
LINING FENCE
GRAPHIC SCALE
.
PLAN
CIA
,nnm 0,m
Mqp
( IN FELT )
11x6 • 40 IL
n 040Z
+N?Z TYPC'A' PAVEMENT +Nm
. . . . . . . . . . . . ^Lw

< w

` . . . . . . . PROPOS SAN SEAEA . . 2 F
W , . . . . . .

.
. . . .
. . . .
. . .
.
. . . . ? ?Z R

i

_
/ . . . . . . . \ . . . . . .
LO
R: . .
Z .
. . . .
. . . .
. . . .
. . . .
.
. . .
. . . .
. . . .
T _/.

/
NV UNKNOw,ONE n..
208

• .
/
i
RE
PLACEMENT, CEMENT, SEE 0
TAIL 107
'

.
'A' PA
TYPE'
REPLACEUEN
ENT .
. SEE DETAIL

197

i.
i.
. . .

. . . .

. . . .

. .

. . .
... .... .... .... .... ... . /i .... .... .... .... .... .... .... .... .... .. 203
.
CONCRE
PEPLAC
PAVEMENT
EMENT,
SEE DET

07
. . . . . .
/
/ . . . . . . .
.
. . .
. . . .
. . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
198
...
...
...
... ....
....
....
.... ....
....
....
.... ...
....
....
....
....
....
....
...
...
...
.
.
.
....
....
....
....
....
.... ....
....
....
.... ....
....
....
....
....
.... ....
....
...
.... ..
....
....
....
....
....
...
....
....
....

....
.... ...
...
...
.., ....
....
....
....
....
....
....
....
....
.... ....
....
....
.... ....
....
....
.... .
.
.
. ...
...
...
... ....
....
.•..
.... ....
....
....
....

93

.... ... . .... ... ... .... .... .... .... .... .... . ... ... 88
. . . . . 630 90 LF d 0.08 60 RCP CLASS III 514.41 LF 00.05 7 60" R . . . . CLAS IV . . . . . . . . 453.114 LF , c 0 8 T 60' RCP CLASS IV . . . . . . • .
. 183
.. ...
PRO
FILE ..
....
....
....
....
....
....
.. . ... ....
.
r. A vERT
178
a M a IC! N m n - a r n m o
0
° LO
m Oi
rn N
o N 03
o
N N
-
N
-
N t` V
0 0 0
N N N V ?D
0 0
N N T`
0
N
lninn -1_- 111-nn
,na.

i

'? TAANSNSSIO
RE
N p
d 0 Z= LF SILT FENCE
?
l 1
\
1
1
• *
: I
STL
4 to
-

y
/
2 SGt 9

() / ?1 p'1•
p\ x
•

1

CENTERLINE PROPOSED OPEEN COT PARNNO COT CROSSwC
T ? Ti' REP?ACENENi
PA DCNT
SEE DETAIL 107 ,
\
1 \
`
1 `
1 1
1
1 1 h \ ` /

1 1 I
1
' I

GG I 1.124

W 2

0
\ \ i
e
? REPLACE CONCRETE PAD TO SANE 60' SANITARY SEWER Lot . ,
Z !1' TNIC-ESS, REINFORCE MTN d.d-d.d WMF
h0 ?
b 1 P
?
0
ot Ot
L ` SAt
V v A\ 0\
?;-
?
` /

1 \ ? y .
?
? j67?
'
•
0
r
?" SOt
\ \ \ - ---
l
j
?
t1J+0
1 +00 5+00'
/?'•
) p\t _ _ ?n6
-I--? ---
71
-i
}t i00 -
L ?s tt +00 /
• G
r. 1 ?1 I._-1? _'" \\
oft y,-
118+00'
119
00 N
?
\1 `\\?
\? 1 ?1 #00 1 ??\
Zip
\?>? ?`( 1 ZGk
)4 /
??? /y a
9
120aE0
\•
,YN
V
,
,
.
C:4:
1,
.
7%9 .\
?"
f !
"
'
6 11
+
1 ; '?•
B?
\ 21+ 85
\ .\
,1
-N 1 9 ???'11
\
\ \\1
"1
\ ?\??
i '
k
3
2
\a ? .t ? ?, -1 >, 0.;i' / ? ° 1 T?????????r??? 1? '? /?/ ??
r I .
,?"?\?',r ,
\
'
\
v A 1
? ?,•?? ? 1 v?

I•? -Y

'
??
`
?
" __ 5 , _

`-'

, .. :?
??
?
'
"?
?
?
`
`

1
. A
APR
,G
Z/j/I
o'
?rF
?? -, .?;? rt?.?,-, ?
?
v
?
-- - -- ' l f /
\ ?' I
' I K \ , /
v?,r•r
r? ?(
/ REPL
ACE
/ I 1
CONCRETE ? ; ,

1 1

' , l ,?'

5 v
v
_v v?
_ v? ?•v_v
?
vt
t • S 0 ,v
? 1?
t

S1 t??
•?uy R
tiDQU ???

Sj A
\\

ea _.-,. "r\(T' I ? f I!I i? I !1 `, !
55
!/
!
!/ I I I I
1?
?
CURB t
CUTTER
SEE DETAL IDd. , I i I
? / /? / t
Ir /
/ /?
?
I 1 J 1 1 1
1 T Ot 00?
0\t S
49 LF SILT FENCE
5
O
\
1
F?^?RO !.rl+??
"`^'7
- 1
/ J
I
I I I
1
ati? 05? V f ! f F f I I 1111 S?TI I I CENTERLINE EXISTING
,
/ y1t 60' SANITARY SEWER
I ?t 1
0
goJ?? r 051 rS51 / l? Opt S
415 LF SILT FENCE

EINSTALL AIP RAP
'

\h

.

REINSTALL RIP RAP

AT OUTLET OF 49" Ai OUTLET
A
'
a
'.° C
AND 24' RCP yp?+y
3 `
•'n
,
0C
}N?
N?? GRAPHIC SCALE

-, .
?,
L
A
N -ww
Q?LJ
Z
b 1 i
?
.0 C MO
,
I
.
w z
( IN FErr )
I man . 40 IL
. . . . . .
N N om . . .
0OV . . . .
. . . . . . . .
. . . . . . . .
. . . . . . . .
. . . .
. . . . TYPE •B• PkVE4EN1
REPLACED T.IP.
7 . . . . . . . . EASTNO
PROPO ;RACE ALONG
SAN SEWER . . . . . .

i _
. }N?
Nell. SEE DETA 10
. . . . . . /
. . . . . . . . . .?.
O :: H
/
21t
... .... .... .... .... .... ... .... .... .... /.
. . . .. ... .... .. .. .... ... . .... ....
?? /
. . . . . . . . . . . . . . . . . . . . -/ _ . . . . . . . . . . . . . . . . . . . '. ?. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

` . . . . . . . . . . . . . . . . . . . . . . . . 206
1
. . . .
. . . . REPLACE C
CURB d C
SEE DET ONCRETE
UTTER, TYP.
IOd
. . . .
. . . .
. . . .
. . . .
. . .
. .
. . . .
.
. .
. . .
. .
. .
. . . .
. . .
.

XIST SAN

EWE0. . --

. n '.
. . . .
. . . .
. .
. . . .
. . . .
. . . .
. . . .

1
. .

XIST 74
INV T 2 . . .

CP
DWN
. . . . . . . . . . . . . . . . . . . . . . .
CXIST WATER LN I 201

.
L I
II
f1.
INV L,NRNOWN. NV ~.0

...

...

...

...

...

...

...

...

...

.

.

..

...

..

...

,..
.... .... .... .... .... .... .... ... .... .... .... .... .... . ... .... .. .. .... ... . .... ....
195
. . . . . . . . . . . . . . . 191

455. 4 LF. . . . . . . . . . . . . . .
. .
. .
. . . .
00 088
B02.
3 LF
0 0.08 r
fi0'. RCP
IV
673.27
?
0
0.08
7
6O", RCP
S
IV
60' RCP . . . . . . . . . . . 7S .
. . . . . . . . . .
. . . . .
LAS S 186
.... .... .... .... .... .... .... .... . PRO FILE
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1'•w
4 ='Z 181

O
n
CN
O
M
O
00 O I
N
O I I I
Ln ? A
N i i
N I
0
N 0
N o
N O
N OJ
o =
CN N 0
N 0
N 0
N <
N N
N -
N
I'JiN

NOTE-
I. EXACT LOCATION OF 10' SEWER IS UNKNOWN. CONTRACTOR IS ADVISED THAT
10' SEWER CROSSES PROPOSED INTERCEPTOR NEAR MANHOLE NO.27 FROM THE
SOUTH. CONTRACTOR SHALL USE CAUTION WHEN WORKING AROUND THIS AREA.
CONTRACTOR SHALL PROVIDE 10' SEWER IF CONFLICT OCCURS WITH MH NO.27.

2. CROSSING PIPE TO BE INSTALLED IN A MANNER TO ACCEPT OFFSITE FLOWS.
. p. u cl AINCTION BOX (BY OTHERS)
33 LF SILT SEE NOTE 2 x SEE NOTE 2 < a c:j
FENCE P CENTERLINE PROPOSED
60' SANITARY SEWER + c"I
soZ ?y1
9oZ 0 ^ MANACLES (BY OTHERS)
z r r _ 90Z / soZ
I
61 OOZ SEE NOTE 2 Z AQ-
W

r 4 oz, M
6
_ SOZ D
00 125+000" / r 1 ?
0
W 121i0?0 `"? _ ! 2
?° A
APR 2
< +
v
-? W -- 129.0 0 2 2005
o
+ .
Z
NR-I
ATEl
04 z 1
%WAUTy

o
m. DS ATERBUIICH

I OZ \
I
wL.
C, 7'
HW OR SOZ Lfil'?/ '
t / Z51 6l\ \?\??` ?_-
OoZ
QN EZQ LF SILT FENCE OOZ G61 S6 1;61 ?__ ----
----

CROSSING PIPE 43
200
50
RIP RAP APRON 13 CENTERUNE EXISTING
60' SANITARY SE..ER C
NOV SN - P 201.0 2 TOP OF 1N ELEV.-201.29'

I NV
C
Ld
W .
INV OUT - 198.5
LENGTH
- 10'
WIDTH = 5 = 195.0
INV OUT . UT-18 9'
eo' RC
P 'L6l
N
- LENGTH - 95 LF
SLOPE - 2
15
DEPTH = 1.5' CROSSING PIPE #1 LENGTH = 6. if
90
SLOPE =
.
0 - 24" CMP
CLASS = A INV IN - 198.0

INV OUi - 195.0 CMP
0 - 18' MP
LENGTH - 90 LF

• SLOPE - 3.35
9 = 18' UP RIP RAP APRON #2
'
TOP OF MH ELEV,-202.25 LENGTH - 10
60' ACA INV. N.-166.70'
ID DIP NV. N-195.20'
RIP RAP APRON 11 WIDTH - 5'
'
60' RCP IN. OUT. 186.60' LENGTH - 10' DEPTH = 1.5'
SEE NOTE 1 IMOTH - 5' CUSS - A
DEPTH - 1.5'
CLASS - A
GRAPHIC SCALE
PL b

I IN FLU I
L Ioa6 - 40 K

...
....
.
.. N?
.nri . . .
.... . .
.. . .
.. . . . .
.... . . .
... .
. . .
.. . .
..
....
.... . . . .
.... . . ..
... . . . .
.... . . . .
.... . . . .
.... . . . .
....
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . r` °L° . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . 11
Q
z
.4 1
- 2 07
•?
210

\ . . EXISTING ADC ALONG. . . . . . . . = amR . . . . . . . . . . . . . . . . . . . . . . X
. . . . . . . . . . .? PROPOSED m
SEWER K? W N 1
\

.

. . . . ... ... .. .. o
r
^?
\ ?
. < . . . . . . . .

205

. . . . . . . . . . . . . . . . . . . . . . . . . . . -- -- - 7_ . . . . . . . . .

. .
. . . .
. . .
. . .
. . . .
. .
.
.
.
. .
. . . .

. . . . \

. . . .
. . .
'--
. . . .

'

.
.
. . .
. . . . .
. .
. .
. . . . . .
. . .
.
. .
. .
. .

- . . . .
f1. . . . . . . . . . . . .
- ---- . . . . . . . . . . . . . . . . . . . . . . . . . . . . .II
II .
11
200

....
....
...
.
....
....
....
...
..
..
.
...
....
..
.. ,.__
.. __ _ •-
....
... .11
II . 1.11
II 1I.
....
....
....
....

..
.... ..
... .
. ....
... ....
.. .... ... ..
.. ..
.. . ... ...
....
..
.. ....
....
... II
11 „
. II
11.

195
. . . . . . . . . . . . . . . . . . . . II „ II
II II
. . .II
. . . .
. . . .
. . . .
. . . . . . . . . . 11 II
190
. 73.27 . 0 .08 Z 60" RCP CLA S I
4
.84

7
0 0.

6

RCP

. CUSS I

I

I I
it

11
I I
. . . . . ? 1-?--- -
- ._jJ .
_ 185
.... .... .... .... .... .... . . .. .. .... . ... PRO FILE .. .... ... . .. .. . .. .... .. .. .... .... .... . . ....
. .. . . .. . ... .... .. . . . . . . . . . . .. . . .. ... . . . w ?IZ
. ...
? . . .
180
n m m n a e o < a n

N In

N O'?

N O

N M

CNN N

0 ol
Qt
rn
N
N
N
N
O
N
24+00 ILO+VU ICS+UU
130+00
132+00
/-155 LF SILT
/ FFNrF
777 7

N, APPRO%IAMATE LOCATION ?' :'+l LI U
\ V. AS`P.ER PLANS \ ` \ 55 LF SILT
?
_?
FENCE
?
?
`
_-;
_
; _--i--
_. _-
=
SILT --- APR 2 2 2005
Z
Go _
- ?1 Z- r- \--- FENCE
Lp - - 7§_ --
Jib011 tosnNawtAEOSwNw
N 4 ' 4' i•. w . ?4 31.4 \ \ I BORE,F' 1pPEN r --- -__
OEN - M T INLET 804 TOP tL.ItR.g / / i err / 1
- _-
•??_ _
A
,
,
_
- Ev
TERQUAIITy
Vr'ETLANDSIW
'
i 4+00 ?
4'==?--
-- -
v
ST
___
0
-_--R6H
.5+0
--_?
REV 158.1fi
?. ,
159
-
'
I
1
11
-??
48' RCP TO BE REMO
I
_
\
il
\
.20 --- -,
,} n
1 OP HEADWALL-
_?_---_--_
•n*.h; ,y?.,7y s
\ '?
LAD OU7.153
\
r ?
\
"
39 6
1
\
-
,i
\ \

\
,
\
.
.
+
Do I
7?-_-_- -- _ -___ - DURING CONSTRUCTION
?l
?
--; - -
- ---
'1 I
PROP
EO?INVERTE IPHON
N3J O6J
OODS
1 1
'

_
_ _
1 I 1
2
7 \ 1 F
\
I e., 1 - W 7 a (BORE "C' 0
I, 1 CUTLET $7•?UCTUflE4 \
A A A
l 11 A I
1.
I/ LD9 1 t 7 I I f.?. L" - r 5..071 nEV-159.5 ?O9 -\ .-- -.. v. A r/ I I
,•
SEE'OW?
8+0 b' T > r 1 I I
v
? 1 I I I \
o ' /
-i57
'F'?F'
'
°
-
_
.•
I--, /
1
,
V A
V
,
YIA
?
V v v v 1 I 1 ?+ 1' /? ORE D v _- ` ,Ti2?l,Q ?: 1 1 A III I r
TQp of?Sla Q
-- 1 V A V 1 A ?\ 1 1 1 1 l'T <v -_., ElEv.159.y--- -?- ,?????- y ?1 II lrl., \,?Ie,v.90. O
- ?1 ?1 ` \l \ ?'1 1. \\\ \\\ \ 1 '1 I I I I I o I .C' -)r-_ ?\ - , 1 \ \ \n\ 9+00
10+00 \ \- - £'`T"i?1???:
1 4 LF SILT +__ .7 +2
\ I BORE "B" N7 ?Y
1
11
' 1 1 1 ?'? A 1 A ',
?
y
1 ?V I
T'1- J?
1 l I 1 1 1 r; 1
4 I FENCE \ I Q Ev-161
-
V
1
1
1
,
,1
.
O
V
1 1 1 A I v 1 1 I r 1 I hJ __ 1 N 7V61 w VA? U P
,
sa
_
t
I I I I I I
?
r J5 LF SILT
I
_
1
r
?
-- i
I I
/
?
I
o N I
- - `U70
FENCE ------ -_-??
i I
I PROP
?
I
' /
I
1 I
?
)1
,
j I
OSED INVERTED 2u7
r I
CITY OF RALEIGH' I ' SIPHON CENTERLINE ?-` _ _ - . ---- \` ,\ `•; :? ?-
SILT
PROPOSEcigV, hb`SIRiTON' ba =W
DB. 2297 PG, 255
E
LF SLT
N E
n _O91_ _ 1 INLET/STRUCTURE `SEE DWO r w
I FENCE
F
y
-SEMENT Q
e W
/
6 \? W

0SED-JUNODON BO2Z 1
_RGP
n SQ LF SILT PPP
o ° HOPKINS, R.B. k ELAINE K. FENCE SEE DWG 07
am- / DB, 2038 PG. 311
w w

SILT
GRAPHIC SCALE FENCE E
FE

<
W r a r r r wo 7 7
>

? z
In
? _
V O ul
( IN FELT I H. f-
M
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lu
1. U
"-
mtr.

.
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . . U
. . . ,0 U
M
O. < L0 1
+ Z
. . . .
,\ . 184 192. w cr. .l :4 192
1
. . . .
. .
E 'B' BEODIN
. . . .
.TYPE •C• B
DONC . . .
. . . .
. . . .
. . . .
. . . TYPE
'B' BEDDING
. . . .
. . . .
. . . .
. . . .
. . . . Q
. . . ? ^
z• a I ?
rtz
. . . .
. EE DETAIL 105
? . . . .
. . . .
. . . .
SZE
. . .DE.
1 . . . .
. . . .
. . . .
. . . .
. . . 'SE
? CETAIL 105
. . . .
. . . .
. . . .
. . . .
. . .

ALL PI
E TO BE RES
TRAINED J01
T
A
L PIPE TO 8
E BALL JOIN
A
LL PIPE TO B
E RESTRAIN
JOINT
1,79
187 .
187
\ BETWEEN STA 0+18;5 AND STA 3- 30 BETW STA 3+ AND STA +50 DE EEN STA .5+ 50. AND STA 12+06.63 , , , . , , , . , . . ,
\,
. .... .... .... .... ... .... .... .... .... .... .... .... .... /
/. .
0 YR FLO 0 EL v-174.0. . . .174 , ONCRETEPIP E CRADLE 182
\
\ EXISTING CRACE AL
wvERTED 4PHON ONG PROPOSED
ENIERLNE .
-. w
o 45.17 LF
DOABz
\ \ ?. 17.12 66' RCP /
\

\.
\.
. . . . W.47? CLASS III

\
\; s
69
177
RCP

/

177
`

. . .

. . . . z
g
. . . .
. . .
. . . o
w m
+. . . . . . . . . . . . . CLASS I .

Li

` z m
\\ ?? m o m N I to YR FLOOD EL Ev-174.0
. ? u w . /

c m 164 172. /? . 172

\. \
= +
n.
. . . .
. . . .
w
N.
. .
. . . . - TOP 2-4 " DIP ,

•
. . . .
. . . .
. . .
. . . .
. . . .
. . . .
. . . . o N .
a. . .
. . . . . .
. . . . . .
. . . . . .
. . . . . .
. . . .
_- . . . .
----_ . . . .
--..-.-- . . .
.TOP J6'
DIP
?
.
\ \ . . . . _ 5- 167 167
i RIP RAP TO REMAIN
TOP -98" DIP //

O
..
.\\\
CONCRETE P
IPE COLLARS
TOP 36" DIP
.

.

.
.
i/ .
x0 C
01 . . . . . . . . . . . . . . . . . SPACE ® 5 FEET OC 1 16
2 162
ca.

'6?

rz
'? . . . . . . . . . . . . . . . .

?'
.?
? N

?
?1

Z

rt
?n

-
?.
-
149
157.
? r
U
a
157
. . . . . . . .
. . . . . . .
. . . . . .
. . . . . . .
. . . . . .
. . .
. . . . . . . .
. . . . . . .
. . . . . . . .
. . . . . .
. . . . . . . .
. . . . . . . . WNI. WNr. .

NF? .

- Z z
N .
Z .
z
. . . . . .INVER T ELEV:1450 . . . . . . . . . . . . . . . . . . .

_
144
152 . . . . . .
152

m N

n m

r m

r-z
m m

b m

b O

h N

h O

N O

-2 mO

m r

N n

N
0

b
1
O
b
T
V1 0 O N m h
m ,°o N b m m ?p
N ?'1 O

b n m m
_
1+00 2+00 3+00 4+00 a+uu b+UO 14 uu n+uu y+uu Iu+uu 71+0u It+uL

1 \ \ I i' / - _ 1. THE INVERT SHOWNFOR THE,WALORF`ff IS BASED ON THE.BEST
rRD11 SAN SEWER;; \ \ I ` // , _ u AVAILABLE DATA FROM RECORD DRAWINGS PROVIDED BY THE
WALNUT T CREEK y,• // / \ - - - _ CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT AND A 2000
SURVEY. THE ACTUAL INVERT OF THE WALL PIPE SHALL BE
{ \ I \ \ 1 \ / I DETERMINED PRIOR TO STAKING. THE ACTUAL ELEVATION SHALL
f \ I i / / I, BE REPORTED TO THE ENGINEER AND VERTICAL ADJUSTMENTS
I r I I 1 \ \ \ I I I I \ MAY BE REWIRED TO ACCOMMODATE ANY CHANGE,
/ i 1 f I 1 I I / ?_ -- I 1
I f I
Yi !
! I I +' o _ - `
?
2. CONTRACTOR SHALL INSTALL A FT HIGH ORANGE WARNING
I
/
'
?
I BARRIER FENCE ALONG ENTIRE LENGTH OF EXISTING
_ 0'
{ l !mom I /
m
1 1 /
1 I 1 1 / / H• / / / I I 10
ti INTERCEPTOR, AT A POINT 10 FT TO THE LEFT OF THE
CENTERLINE OF EXISTING INTERCEPTOR. CONTRACTOR SHALL
0 40

I o
/
W) 2 O' y?' / I \
2
l LIMIT EQUIPMENT LOADS OVER EXISTING INTERCEPTOR TO LIGHT

CONTRACTOR SHALL NOT
TRUCK VEHICULAR TRAFFIC WEIGHTS
; I
x I \
A
? a
f
< l lI
\
!
f
\`
I .
STOCKPILE EXCAVATED MATERIALS ON TOP OF EXISTING
j
W
i
=
?
l
I
•
I
W INTERCEPTOR.
CENTEAUNE EXJSrI4G \ I IA U
l
66
ErNOTE2r?KA 4.;EN1tKLINEPROPOSED
\ I
66' SANITARY SEWER

_ _
I / / I 1
'py 9 1? I Q0-' -15+-44y. _ \ ` \ 1
0

b9`-J6'1' W8 =--73
3
`
4)5
\
8•.
?a --- ---

is =-= _??=
-
_
X

? v APR 2 2
200
-v
v 5
,
?
''
,
,
,c N ??
•
-= D
\
`1
,
•
.
.
<, ,?
SE, ------- ,`?\, EN WATER ?'ETLANOS AN STOaq
RI
'

` AT
Bf?AhC
H
\ I I \ ? , ? I I
- ? \
:
?
z
-
-1
W 17
/ ?
? \ I
?
F
zvw
\
/ ?
?? as
`'\\\\
Op+6 E*,s AYR:
E
C) z v?N fU'? \m \ \ 1
\ \ / /
o sa
\
"
\
-- GRAPHIC SCALE
1 PLAN

r
S i Y
IY
1
,
-w
( IN rEL'T )
1 Inch • 40 TL
.... .... ... .... a
ED
....
...
...
....
....
....
....

....
....
....
....
.... ...
.... ...
.... .... m .... ....
....
.... ....
.... .... .... .... .... ....
Z
a g?

?n .... .... .... .... .... .... .... ....
198
aJ
a4.
V
M W
p .

?
O
n
?0I
of
°am
aLj . . . . . . .

. . . . . . . .

. . . . . . .

. . . .

. . . .

. . . .

. . . .

. . . .

. . .
m? ?^ . a O
a
'
r^?J
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
. . .
. . . .
. . .
. .
. . .
. . . .
. . . .
8 193
. ?t II. ?aZ . .

. . . .
. . . Zl? ow
ws??o. . . . . . . .
. . . . . . . . . . . . . . . . . . . _• Z?VZZ. . . . . . .

i Y=oa ... .... .... ....
EMI
PAC TING GRADE' ALONG
POSED SAN SEwEA . . . . . . . .
I . . . . . . . .
1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

188
-

.
./.?
./ . . . . . . . .
. . . . . .
. . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
183

? _
_
\ /

. . . .
. . . .
-----. .... ....
?
----
? .... .... .... .... .... .... .... .... ....
.... .... 45:17LF .... .... .... ... ( .... .... .... .... .... .... .... .... .... .... .... .... .... ....
I
178
667 RCP 300. S.LF. ® 0.06.7. 6' RCP CLASS III . . . . . . . . . . . . . . . . . . . . . . . . .
CLASS
..
.

.

..

___

...

....
....

....
....

..
.

. . .

.

.

.

.
_
... .... .... ....
173
.. . .... .... ....
....

PRO

FILE..

....

....
...

..
....

....
....

....
....

....
....

....

...

...

...
....

....
....

....
-.u
.... .... .... .... ... ... I.-4 . .
.. .... .... .... .... .... .... .... .... .
..
168
m m m m "? w "w .
W
TYPE A
IN EARTH
101
W
ED BACKFlLL
ACKFLL
(NO MATERIAL
THAN 2')
24' OF
CLASS I RIPRAP
COMPACTED BACKFILL
DEPTH AS REQUIRED
18' OF
CLASS 'A' RIPRAP
9,1?5
3F-55 // \\
NCDOT NO. 57 CRUSHED
STONE TO A THICKNESS
OF I FOOT OVER CROWN
OF PIPE AND 1/6 O.D.
BELOW PIPE (MIN. 10')
TYPE A
IN ROCK
102
1' ASPH WEARING SURFACE -
BUTT EXIST PAVEMENT
(TYPE A 6 TYPE B) \
EXIST PAVEMENT-
BITUM CONIC BINDER COURSE -
FULL DEPTH REPLACEMENT
(6' MIN. DEPTH)
ACCR BASE COURSE - 8'
(TYPE 8 0 TYPE C) -
TYPE C
106
4'-0' S'-4' 5'-4' 4'-0'
yscts'
d4C18' TIE
/5018'
TYP
48'0 DIP I 48'0 DIP I
76'0 DIP
F4 DWLO
1 18', TYP 1 n
6' TYP
0
CONST JT-/ 85c18'-/ `85018'
CONCRETE PIPE CRADLE-INVERTED SIPHON N0,1
{4018' TIE-
05018. 1
TYP f
3'-0' , 4'-0' 4'-0' 3'-0'
son e'
42.0 DIP 42'0 DI
'• DIP-11

H

H I
A/ DwlO
is', TYP h
n

e' TYP

'

I
I
CONST JT_/ 15018? yOOm'
CONCRETE PIPE CRADLE-INVERTED SIPHON NO.2
110
- COMPACTED BACAFAL
- TOP OF ROCK
- SELECT BACKFILL
MATERIAL OR CRUSHED
STONE 1/8 PIPE O.D.
BELOW PIPE (MIN. 12')
AND MIN. OF 12' OVER
TOP OF PIPE.
(MN)
TYPE A
S
CROSS BRACNG

SHEETING

TRENCH
\ TYPE B
W
TRENCH WIDTH
L COMPACTED
BAiFlLL
7
NOTE NO ENCASEMENT REWIRED FOR
SPACE GREATER THAN IY
\/

FLOWABLE FILL 6' PIPE 6'
FULL TRENCH WIDTH O.D.
(SEE NOTE 1) - - - - - - - -

PROP SED
PIPELINE MT
PIPE
.
?
..? ®
6' MIN
' X
MAX
12
;
EXIST PROPOSED
PIPE PIPEUKE
ly T' THICK COMPRESSIBLE
u'IN JOINT FILLER MATERIAL
PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE
104
1' OVERLAY ASPN WEARING
S
SURFACE (TYPE C)
EXIST PAVEMENT - REPAIR HOLES, BACK OF CU
V-0' CRACKS. ETC BEFORE APPLYING
(MIN) ASPH TO EXIST SURFACE 12"
TYPE C TACK COAT MIN
FINISHED GRADE
CUT BACK EXIST SURFACE COURSE
6' M:N FROM BASE
BITUM CONIC BINDER COURSE - 2'
\\ (TYPE B 8 TYPE C) -
2'-6'
CONCRETE CURB
AND GUTTER ASPHALT
PAVEMENT -
CQ 3' R 1 1/2' SLOPE
?O

CURB AND GUTTER
108
TYPICAL PAVEMENT REPLACEMENT
107
TRENCM EACAVAWON LAA1s
NTLRN,AL

DIAMETER
OF PIPE
r
MOTH OF MENN
MAX N .N
-6 Y-9 -O
e-10 3.9 -2
t2 X-9,
14'•15 4'-Y +
1a 4-4
721' 4'-8' 0 .D.+2
24 ;-11 O.

2Y
V-9' '
01 z
30 -7- 0 D 2'
1-4

g
51 9'-1' +'
50'
72 D
78' IY-e' C.D.+'
e1 u'-a'
9O• I2'-6' 0 ? '
96 13'-0'
IDS' 14'-0' 1 0,0 +2'
OEPIN
OF
CUT S
MAXM PAAEMENT
REPLACEMENT WOTH
0-a' S-r.4
a r.
oe-1G 5-w12

>I -IC r.
)14-I1' S-w24
)16.15 6•w.25'
>18' S-32
W - TRENCH MOTH AT BOTTOM OF
PIPE. TRENCH SEE SLOPES SHALL
BE N ACCURD44CE MTH OSHA
REOAREMENTS
111
07
i PIPELINE
°o 18" I (DIAMETER VARIES)
m •I I
?. CLASS B CONCRETE
,,' 'ns I TUNNEL LINER
PLATE
TRENCH WD1H 6'
TES
A
SECTION
PRESSURE GROUT
CLASS B CONCRETE EXTERNAL VOIDS
/ (TUNNEL LINER PLATE)
12' WOOD SKI05
(LONGITUDINAL)
14-
PLAN
LII _
LPUSH-LN
JOINT RCP CARRIER
PIPE -I

NOTES:
1CONCRETE THRUST STOCKS, ARCHES, ENCASEMENTS,
FLOWA&E FILL ETC. SHALL BE FORMED USING
PLYWOOD OR SANDBAGS TO PROVIDE REO'D SHAPE.
2 CONCRETE PIPE COLLARS SHALL BE MADE WITH
CLASS 'A' CONCRETE
W
i \ COMPACTED BACKFILL
\\ / : \
SELECT BACKFILL
MATERIAL (NO MATERIAL
LARGER THAN 2')
NCD01 O 57 CRUSHED
S10N'E T i0 PIPE uDPCINT
AND 1/6 PIPE 0.0. BELOW
D PIPE (I/In.n0')?
S^?u V
TYPE B D
105 APR 2 2 2005
2'-0'
4F1? ??a"1D ATER QUAUT,
GROUT PLUGS - SPACE AT 4'-0-
CC. 2 PER
RING (TUNNEL UNER PLATE)
WOOD BLOCKING AND WEDGES TO
PREVENT FLOTATION
(LIN 2 SETS PER PIPE JOINT)
8' CONCRETE BRICK BULKHEADS
WITH AIR AND WATER
VENT HOLES
+ -CDNCRETE AND WOOD PIPE
I_ CRADLE, GRADE TO BE AS
SHOWN CN PLAN AND PROFILE
CROSS BRACING
ANTI-SEEPAGE COLLAR TYPICAL TUNNEL DETAIL W/ PUSH-ON JOINT - RCP
112 113
L /
EXISTINC PORTLAND
CEMENT T CONCRETE
CE
ONCRETE
vAAERaT L
0 0 P 0
??° ° ° L a Q p° ° 00'AELOR
p p ° TE BAR
} p° LL _ ° °
_
0 RETAIN-4
WASHER
TIE-BARS
SLAB TIE BAR TE BAR
EX6TNG THICKNESS PA d LDNGTH t'
BASE COURSE 8-1R-
EASE OR LESS T/Y W
CONISE 9' OR S/8' ]0'
NOTE. TYRONE
TIE BARS (DEFORMED STEEL BARS) SHALL BE RACED ALONC THE LONOTUDMAL JONES AT 30' ON
CENTER DOWEL BARS (SMOOTH STEEL BARS) SMALL BE PLACED ALONG THE TRANSVERSE JOINTS AT 12'
ON CENTER. THE HOLES, TO ACCEPT THESE BARS SHALL BE THE OD. OF THE BAR PLUS I/8' N
DIAMETER AND 1/2 THE LENGTH OF THE BAR PLUS V UNLESS DTER'MSE SPECIFIED BY SHE
MAN.FACNRCR OF THE APESIK RETAINING WASHERS (N1LPL PLASM OR COMPOSITE) SMALL BE
USED ON AL BARS TO HOLD THE ADHESIVE MATERIAL N PLACE THE RETANNG WASHERS SHALL BE
L0,-BAR 00., 00.-HOE I.D. + 1/4' MN, THICKNESS- 1/16' ML
CONCRETE PAVEMENT REPLACEMENT
114
TYPICAL SHEEMNG
103
CONCRETE PIPE COLLARS
109
PROPOSED PORTLAND
TEMDNT CONCRETE (MIN.
3000 PS) --?
STEEL POST
TOP STRAND
STAY WIRES
DALY WARE FABRIC
AND FILTER FABRIC.
BURY TOE OF FILTER
FABRIC A MIN OF B•
BOTTOM STRAND
GRADE UNE--\
MIN
ELEVATION SECTION
SILT FENCE SILT FENCE
NOTE.
1. EXTRA STRENGTH FILTER FABRIC LAS APPROVED BY ENGINEER) WITH
6'-0' POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE
2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.
201
CAM
8LE IN PLACE 5'-0' END
SPACING MAX) WAD TH -\
GRA DE BACK TO
ITHETIC EXIS TING GRACE
NG
= FLOW
A
YAR:E6
FLOW i
I

.__-_____ _ ?'
if i ??;',L?K -
WDTH
??\/>:
' i?:?•?
E
ZED 6' MIN
'o
I
i ?
o
EL UP OF SPREADER
SECTIONAL VIEW
TING SHOULD BE A MINIMUM OF 4' WIDE. 6'-0' MIN % JI
IRE SPREADER LIP IS LEVEL DITCH L
STRUCT 20 FT TRANSTION SECTION FROM
RSON CHANNEL TO BLEND SMOOTHLY TO TEMPORARY
H AND DEPTH OF SPREADER. DIVERSION
DITCH
LEVEL SPREADER PLAN VIEW
205
AMENT BASIN DATA
ELEVATION
STONE FILTER
202
LO(DETERMINED BY ACTUAL FIELD CONDITIONS)
NC COT NO.57
STONE (I' THICK)
2
_40w ,F
CLASS 'A' STONE-
5'W.2'D KEYWAY-
TYPE II GEOTEXTILE
SEPARATOR -
2' KEYWAY
SYNTHETIC GEOTEXTILE SEPARATOR
nI
NC DOT NO.57
STONE (1' THICK)-\
•7.
CUSS 'A'
STONE
ROCK DAM.
(SEE DETAIL 214)
206
SIN BASIN BASIN WEIR
)TH LENGTH DEPTH LENGTH _
T) (FT) (FT) (FT)
0 40 3.5 10 °i
0 50 15 6
5 40 15 4
5 30 }5 B •I
0 40 J5 B
5 40 3.5 B 'i,??(r)z
5 10 3.5 6
209 NCDOT CLASS A STONE
J (2 TO 6 INCH DIA)
?! o
I <
r =
FLOW
FOR URGER CHANNELS USE NCDOT CUSS I RIP-RAP
FACED WITH + 57 WASHED STONE.
STONE CHECK DAM
210
7 7 7
STEEL POST ` - _ -" UPSTREAM END OF STORM DRAIN -
. TRENCH 3/4' EXTERIOR PLYWOOD
I/3 PIPE DIAMETER Q1R8 INLET
.f
I , , I OVERFLOW
MESH
1/2
HARDWARE CLOTH
3 i \/\/•
WASHED STONE BURY BOTTOM OF PLYWOOD \ x1fiE SCREEN J57 WASHED STCNE\ CONCRETE BLOCK
END VIEW SECTION
LINE PLYWOOD INLET PROTECTION oNER Low FILTERED WATER
GRADE RUNOFF WATER
/-UPSTREAM END OF STORM DRAIN W/SEOINFNT
STEEL FENCE POST, TYP
TRENCH HARDWARE CLOTH-\ WIRE SCREEN •?
1/3 PIPE DIAMETER
CURD INLET
IMUM ?-
I 2x4 r000 siuos
SURFACE FLOW DIVERSION NOTE: DIVERSIONS SHALL CUTLET TO A STONE
(TYP), SEE NOTE CHECK DAM OR SEDIMENT BASIN.
5H: IV SIDE SLOPES 25'-0• MIN STING GRAD
(STABILIZE W/ GRASS 1YP
AND STRAW NETTING)
IS 5T
5 -- -? 5 1
CUSS A RIP RAP `SYNTHETIC GEOTEXTIL
SEPARATGR- FILTER
FABRIC
TEMPORARY STREAM CROSSING (FORD)
211
FORM BERM WITH
EXCAVATED MATERIAL
EXISTING GRADE
2 2
TEMPORARY DIVERSION SWALE
212
` ,ti+?:lv4bl? OVERFLOW
WI n Iu
n ? u ? u
SECTION /
STONE FILTER
?u u
u ° WASHED STONE FILTER
U u u .ACROSS PIPE INLET
0W
Pf OVERLAP
orocorrm?c Pnrw
END VIEW SECTION
STONE FILTER INLET PROTECTION
203

SYNTHETIC
LINER
NOTE: STAPLES TO BE SPACED AT
3'-0' MAX IN All DIRECTIONS.
SYNTHETIC LINER
SEE SPECS
? J
I f-
12
TYPE LINING STAPLES
SYNTHETIC LINER OVER
207
I
CRASS LINED CHANNEL (PERMANENT) STRAW W/ NETTING '
STRAW W/ NETTING (TEMPORARY)
E 1
} J
J TYPE 1
DITCH EROSION
RETENTION BLANKET,
GRASS LINED CHANNEL (PERMANENT) SEE DETAIL 207
TCH EROSION RETENTION BLANKET (TEMPORARY)
DI
E LE
J 1
TYPE 2
CLASS 'A' STONE LINING
12' (MIN)
TYPE 3 SYNTHETIC GEOTEXTIIF
SEPARATOR- FILTER
TYPICAL DITCH DETAIL FABRIC
(SEE DETAIL 215)
.213

70P OF BERM
CURB INLET SEDIMENT CONTROL
204
CARRY CLASS B STONE 12' 4'-C
UP SIDES OF SPILLWAY--\ MIN IRN
TOP ELEVATION OF STORUWATER F57 WASHED STONE --
-- ---- -- - ---
Row \ 2 MAX
NOTE:
CLEAN BASIN WHEN
1/2 FULL LENGTH (SEE SEDIMENT BASIN DATA)
SECTION THR'U BASIN AND FILTER
NOT TO SCALE
CARRY CUSS B STONE
UP SCES OF SPILLWAY---V
1
2 uAx
(]'-0' MIN) ?
ECT0II THRU BERM AND FITTER
S
NOT TO SCALE
21' MIN
16'MIN
CUSS B EROSION
CONTROL STONE
+57 WASHED
STONE
TYPE 11 SEPARATOR
CEOTE%TILE
TEMPORARY SEDIMENT BASIN
208
(FT-MSL) (R-MSL)
ROCK DAM TABLE
N0. GRADE
ELEV. DAM
ELEV. LS
(FT.) LA
LENGTH
I
1
J
4
NOTIFY THE ENGINEER OF ANY DISCREPANCIES
is'
SYNTHETIC GEOTE%TUE
PERSPECTIVE MEW
NOT TO SCALE
NOTE: ELEVATIONS AND REQUIRED LENGTHS SHALL BE
CONFIRMED W THE FIELD BY THE CONTRACTOR.
214
? °I <
2 MAX
I s
CUSS B EROSION
CONTROL STONE
SEPARATOR- FILLER FABRIC
YfpG?
J;D
4?N
rI
9rFMJ
\ S'-0' MAX
DITCH UNINC TABLE
33+60 JueO TYPE 2
34+10 34+60 TYPE 2
37+82 37+92 TYPE 3

PIPELINE STATION LINING
FROM TO
15+00 16+00 TYPE 2
n+a 17+70 TYPE z
27+00 25+50 TYPE 2

16+05 39+50 TYPE 2
w+ZS 12+50 TYPE 2
42+15 43+20 TYPE 2
48+85 51+10 TYPE 2
61+JO 6I+65 TYPE 2
68+80 69+90 TYPE 2
15+fi0 76+65 TYPE 2
84+45 84+65 TYPE 2
NOTE. ALL NON-PAVED ARMS STALL tlt
ESTABLISHED IN CRASS AS SPECIFIED.
215
thGln
i'-0' MAX
6'-0• MAX
77
p?1
I?T rte(
W
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE / EXIT
301
6'. GALVANIZED STEEL /III
VENT (INERE SHOWN)..,/, I --STREW FLOW
100 TEAR
8000 EIEV--,,,
l tit .1
a ?.

Y w,
.
STEEP CUT OR FILL SLOPE
1 SLOPE (MAX)
-AnTNR'?"??IN
d
d ? (p?A'IER
FLAT TOP SA
SEE NOTE 4
CAST-IN-PLACE MANHOLE PING AND
COVER SEE PINS FOR TOP
ELEVATION (SEE NOTE 2)
GRADE VARIES SEE PLM6
SLOPE FINISHED GRACE AWAY
FROM MANHOLE (HL SIDES)
GRACE RINGS PERMITTED
BELL W SPIGOT JOINT (TYP)
ANT SEALANT REQUIRED
SEE SPECFICADONS
gLy,$.,!!v
DIVERSION DITCH
302
10' I.D. FOR 60' AND 66"
- 6•. GALVANIZED STEEL NOTES. ..
VENT (WHERE SHOWN) -STREAM FLOW

NNALL FIELD VERIFY EXACT ELEVATION.
1. THE CONTRACTOR

SCE DETAIL A05 CONN
ON, DIM
ORIENTATION, DIMENSION. AND PAL TO BE C CONNEC
CTED TO
PRIOR TO ORDERING NG MATERIALS. CONTRACTOR I SHALL FURNISH AND INSTALL ALL
TRAM SIPON PIECES, CLOSURE PIECES, ETC. REQUIRED TO CONNECT TO THE
MT TOP SLAB EXISTING PIPING AND AS NECESSARY FOR A COMPLETE INSTALLATION
00 YEAR
FLOOD ELEV
- 1 SEE NOTE 4
1 WHEN uAN"CLE TOP IS N EXCESS OF S FEET ABOVE FNSHEO GRADE OUTSIDE
\ CAST-IN-PLACE MANHOLE STEPS SHALL BE PROVIDED
„
....,
\\ RING S COVER- SEE PUNS
11
l1
LL FOR TOP ELEVATION 3 CONTRACTOR SHALL COAT THE ENURE INTERIOR SURFACE OF MANHOLES MTH
- Two COATS COAL TM EPOXY (MIN 24 ML OFT). SEE SPECS
GRADE VARIES. SEE PLANS A. NO GRADE RINGS WILL BE NLOMED. THE MANACLE TOP ELEVATION SHALL BE
SLOPE FINISHED GRADE AWAY
FROM MANHOLE (ALL SIDES)
77 '- EOUAI TO OR GREATER THAN THE ELEVATION INDICATED ON THE PIAMi THE AXIMUM
RENTIA IN
LENOT EXCEE010Pa ELEVATION FROM THAT INDICATED ON THE
Mp
LAy! SIU
NO GRADE RINGS PERMITTED
TRANSITION FLAT TOP SLAB
TRANSITION TOP-
NOTE Flu ANNAM SPACE BETWEEN INTERCEPTORS RIPE ro
OUTSIDE OF PIPE AND WI VIM I R • -i- f d' NN
CONCRETE OR MASCINY TO
%SAE WATERTIGHTNESS
SEE CFTAX AT

I
PIPE ro
, R
.
4 t2- WN
.STALL 5 'LACE MN 16111 SECROI
WARRStOP CONNECTION SLOPE SAM THAT IT B EM6OOD
'
AROUND [115TwG RP[
' 1/4 /FT.
? /
A4x N CONCRETE
SEE DEiAL601 /• •? FLOOR SLAB
/ RILL DEPTH 9EN01, N FOREGROUND
CONCRETE COLLAR-EYTEND 12'
R
R
8
*
BEYOND OUTSIDE OF MANHOLE BASE

- J p

W I CONC
ETE SQUA
CLASS
A
E
SLAB. S;OE UEHGtH 12'
MODIFIED MANHOLE SCILTED I
I GREATER THAN OUTSIDE
ANT CONNECTION REQUIRED I DIAMETER OF MANHOLE RISER.
FOR WAI[ABGH MANHOLES
H -
r
i F6 BARS Al Y OCAW

CRUSHED 11. BASE
3 B' 1HCII MN
DOGHOUSE PRECAST MANHOLE
305
V. GALVANIZED
VENT (WHERE Si
100 YEAR
ROOD ELEV
GRACE VARES, 5EE PLANS
SOPE FINISHED GRADE AWAY
FROM MANHOLE (ALL SCES)

SEE DETAIL BO!
STANDARD MANHOLE
(66'x 48" TEE)
(60'x 48" TEE)
(SEE ALSO DETAIL 303)
304
1 -SIREW ROw
T1 sa oETAa eo5
RAT TOP SLAB
SEE NOTE 4
CAST-N-PLACE MANHOLE
RING Y COVER- SEE PLANS
V/
FOR TOP ELEVATION
/
• 'W o Z
I ?
%/\

NO GRADE RINGS PERMITTED
BELL R SPIGOT '0--RWC'
JONT (TIP)
STANDARD PRECAST MANHOLE
(TO BE USED W1TH DETAIL 305 ONLY)
307
TYPICAL FLAT TOP MANHOLE
306
UPSLOPE TOE
//ii
SIDE SLOPES
2: 1 (MAXJ ? ?
POSITIVE GRADE 1.05 MAX. i
STEEP CUT OR FILL SLOPE
4
z_
N?
FILTER FABRIC
SEE SITE SECTION
GRADING PLAN
RIP-RAP APRON
307
STANDARD 4' RISER SECTION fto
ft?fl HEIGHT AS REWIRED !q
APR 2 22005
BAV iCP C Tf.YI
0 RISE- SECTION
{rvFU??YSR,
MN 6' HEIGHT ?n7R
AIrDST QIF,'I??
?Y Of'FYgV1t•nCfi ',OH
HC7
MANHOLE BASE SECTION SHALL BE HER
REINFORCED CONCRETE. WATERTIGHT
800TS REWIRED FOR PIPE CONNECTION.
POOP REQUIRES WALL PIPE. MANHOLE
TO BE T-SERIES BY rNDALL CONCRETE
PRODUCTS, OR EQUAL

MANHCDF BAL7 UNIT
5i -MN 5' HEIGHT INSIDE
72'-DUN Y HEIGHT NICE
7B"-MN 8' HEIGHT NSOE
61'-MW B' HEIGHT NSEE
AS REQUIRED BY SUPPLIER
r
ALTERNATE MANHOLE
TYPICAL MANHOLE SECTION
54' AND LARGER PIPE
303
FLAT HEAD MACHINE SCREWS,
OPENING VARIES AT CCRNEAS AND AT 24' MAX
AT 3'-0' MAX OC SEE PUNS SPACING ALL AROUND OPENING, AL CHECKERED PLATE
REQUIRED ONLY WHERE INDICATED RUSH WITH SURFACE
ON DRAWINGS A BOLTED CR
WA
WATERTIGHT ACCESS HATCH, EXTRUDED
ALUMINUM FRAME
I

ALUMINUM w
@
<
ANCHOR L0001B'DC
CHECKERED PLATE MIN TWO EACH SOE, TYP
(SEE SPECIFICATIONS) i w
>HAtt HAVE MIN AL STIFFENER ANGLE AS
BEARING ALL FS RECD WELCED TO CHECKERED
PLATE. (SEE SPECS)
vvvvH• FALL THROUGH PREVENTION
•, .:yy.," • SYSTEM REWIRED AT ALL OPENINGS
STANDARD
LIFT HANDLE, TWO HANDLES
ACCESS HATCH ARE REQUIRED WHEN THE
'
OPENING IS GREATER THAN 36
.
401
- ADDITIONAL 04AGONAL BARS, REWIRED IN LIQUID
RETAINING WALLS ONLY, ALTERNATE WITH HORIZONTAL
BARS USING THE SAME SIZE
AND SPACING.
VERTICAL BARS HORIZONTAL VERTICAL
BARS BARS
HORIZONTAL
BARS
44 CIA LP MIN I `SIAM
(OR AS SHCWN- ) ' HOCK
ORNER = STD 90' HOCK LENGTH INTERSECTION
TYPICAL WALL REINFORCING
404
90'
3 A CONTINUOUS FULL SPACINGS 3' MIN 9
HALF SPACING MAX u
HALF SPACING, MIN i
FULL SPACING, MAX a
TYP EACH END
? z
• STD 90' HOOK ON
_ ° g VERTICAL REINF
< REO'D WHERE SHOWN
ON PLANS. /
N U
WALL BEAM WALL <
3 F ?i
_? -. - WALL COWEI,TYP REIN COVER,
TYP
I
,
°
o
CONTINUOUS S FULL SPACINGS SID 90' HOOK, TYP
HALF SPACING, MIN - FULL SPACING, MAX NOTE: ORIENTATION OF OUTSIDE
TYP EACH END AND INSIDE LAYERS OF REINF
SHALL BE AS SHOWN ON PLANS.
SECTION - WALLS AND SLABS 'FULL SPACING' IS BAR SPACING
CALLED OUT ON PLANS.
TYPICAL BAR PLACEMENT
407
5'
BENT 5/16' SST ROD
RECESS INTO PLATE
WHEN AT REST
CUTOUT IN PLATE
SECTION
ACCESS HATCH
402
.:
v. INCITES.
PLACE EXTRA BARS OF THE SAME SIZE AS THE I CONCRETE FORMWORK SHALL BE IN ACCORDANCE WITH ACI 347,
INTERRUPTED BARS AT EACH SIDE OF OPENINGS. RECOMMENDED PRACTICE FOR CONCRETE FORMWORK AND U.S. PRODUCT
QUANTITY OF EXTRA BARS AT EACH SiOE SHALL STANDARD FOR CONCRETE FORMS, CUSS I, PS I.
EQUAL HALF THE OUANMTY OF INTERRUPTED
BARS, EXCEPT WHERE NOTED OTHERWSE 2 CONCRETE PROPERTIES SHALL BE:
PROVIDE ONE DIAGONAL BAR EACH SIDE OF FC•4000psi UNO 0 28 DAYS CEMENT-TYPE 0
DRILL AND TAP FOR OPENING. SIZE TO BE EQUAL TO MAIN REINFORCING •/C<0A5 AIR CONTENT-6X41.55
?3/8'Ws5/8' LC SST FIAT (TYPICAL EACH FACE) 44D1TYP NOMINAL SLUMP-4 INCHES
HEAD MACHINE SCREW 1YP
. SUBSTITUTED FOR AN EQUAL AMOUNT OF
AN APPROVED PoZZDUV MAY 8r
AS REQUIRED + + + + + 3' + + + CEMENT BY WEIGHT UP TO 25X, GRADATION AND MATERIAL REQUIREMENTS
2' FOR ALL FINE AND COARSE AGGREGATE SHALL BE SZE NO. 57, ASTM C33.
'QO + + + + + SPRIOR TO COM14ENCING HALL BE SUBMITTED TO THE ENGINEER FORA APPROVAL. L.C ALL CONCRETE
11/4'.1/8' NEOPRENE + + SHAH BE MOIST CURED WITH WET BURLAP FOR Al LEAST 5 DAYS. ALL
BONDED TO FRAME EXPOSED CCRNLRS SHALL BE CHAMFERED 3/4'.
CONTINUOUS AROUND M1+ I OPNG I .? -{.. -}.
OPENING -. I J CONVENTIONAL REINFCRCINC STEEL SHALL CONFORM TO AS1M A615 GRADE
,+ + + 60, AND SHALL BE PLACED IN ACCORDANCE WITH 'RECOMMENDED PRACTICE
FOR PLACING REINFORCING BARS' LATEST EDITICN AS PUBLISHED BY THE
2'x3/16' AL BAR + + + +

+
318' A SST HEX NUT +

D
? CONCRETE REINFORCING STEEL INSTITUTE SPLICES SHALL BE CLASS 'B'

CONFORMING TO PROVISIONS OF ACI 318.
+ + + + + + + +
D 4 WALL FINISH SHALL BE GROUT CLEANED. SUB FINISH SHALL BE WOW
WATERTIGHT FLOATED AFTER SCREEDNG. TOP SLAB SHALL RECIEVE A BROOM FINISH
NOTE;, THIS DETAIL IS FOR OPENINGS FOLLOWING FLOATING.
8'0 OR LARGER, FOR SMALLER
APR 2 2 2005
OPENIN INGS, SEND BARS.
OP 5 PVC WATERSTOPS SHALL BE FLAT RIBBED TYPE, 6 INCHES WIDE WITH A
MINIMUM THICKNESS AT ANY POINT OF 3/8 INCHES AS MANUFACTURED BY
VINYLEX CORPORATION, OR GREENSTREAK PUCTICS
AC. HORN
INC.
TYPICAL REINF AT OPENINGS DENR-WATER QUALITY ,
,
PRODUCTS PVC WATERSTOPS SHALL BE MANUFACTURED FROM VIRGIN
?IFCWDSME)STORVIVATERER MCH SMPWND AND SHALL BE INSTALLED PER THE
ASI
ucnc
?CT
403 N
MANUF
URE
INSTR
6 EXPANDING RUBBER WATERSTDPS SHALL SE A CHEMICALLY MODIFIED
NATURAL RUBBER PRODUCT WITH A HYCROPHIUC AGENT. EXPANDING RUBBER
WATERSTCP SHALL BE ADEKA ULTRA SEAL MC-2CIOA BY ASAM DENKA
KOYGOKIK, MYDROTITE BY CREENSTREAK PLASTIC PRODUCTS, OR EQUAL, AND
SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS.
M CASTINGS SHALL CONFORM
WATERSTOP WHERE
REWIRED, SEE
B SPECIFICATIONS AND
+ 2 GENERAL CONCRETE NOTES.
' FOR SLAB OR WALL THICKNESS AND
REINFORCING, SEE DESIGN DRAWINGS
1/] I/3 13
• WATERSTW
FOR TYPICAL KEYWAY, 2'
SEE 406
TYPICAL KEYWAY
406
TYPICAL CONSTRUCTION JOINT
405
REGO COVER,
TY? .
HALF SPACING, MIN
FULL SPACING, MAX
TYP EACH END
z
0
aa
F N
Z 4 VERTICAL BARS
-- ? IN CORNER
I
i
HALF SPACING, MIN CONTINUOUS HALF SPACING, MIN
FULL SPACING, MAX FULL SPACINGS FULL SPACING, MAX
PLAN - WALLS
FOR BARS IN TENSION
ly • 60,000 psi Ic - 4000 psi OR GREATER
BAR DEVELOPMENT LENGTH,1 dh
SIZE BASIC W/ COG COVER '
03 B. 6'
64 10' 7'
,15 1'-0' 9'
1 11'
47 11-5' 1'-0'
t9 1'-7' 1'-2'
t3 1'-10' 1'-4-
010 2'-1' V-6'
i11 2'-3* 1'-7'
'SIDE COVER NORMAL TO PLANE OF HOCK
AT LEAST 2 1/2' I AND FOR 97 HOOK
END COVER BEYOND OUTSIDE END OF
HOOK AT LEAST 2'.
eh •h
7 ALUMINUM SHALL BE ALLOY 6061-T6. ALUMNU
TO ASTM 626, B85, OR 8100. ALUMINUM PLATES SHALL CONFORM TO ASTM
8209.
8 CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS ,UNLESS
OTHERWISE NOTED ON THE DRAWNCS:
A - CONCRETE DEPOSITED DRECTLY AGAINST EARTH 3'
8 - CONCRETE EXPOSED TO EARTH OR WEATHER 2'
C - SLABS 2'
AT SURFACES CONTACCNG WATER OR SEWAGE Y
D - BEAMS AND COLUMNS (TO MAIN REINFORCEMENT) 2'
(TO COLUMN TIES OR STIRRUPS)- 1 1/2'
SURFACES EXPOSED TO SEAWATER -4'
E - WALLS 12' OR MORE 2-
WALLS LESS THAN 12' ?2-
SURFACES EXPOSED TO SEAWATER-3'
F - FOR SURFACES EXPOSED TO WATER OR SEWAGE IN BEAMS
COLUMNS AND WALLS ACA 1/2' TO ABOVE.
9 SPLICES SHALL BE CLASS 'S* CCNFCRMINC TO THE PROVISIONS OF
ACI 318-99 UNLESS NOTED OTHERWISL.
10 ALL EM6EOCED ITEMS SHALL BE INSTALLED AND SECURED IN PUCE
BEFORE CONCRETE PLACEMENT.
It ALL JOINTS IN WATER BEARING STRUCTURES SHALL HAVE A WATERSTOP.
ALL JOINTS BELOW GRADE IN WALLS OR SUBS WHICH ENCLOSE AN
ACCESSIBLE AREA SHALL HAVE WATERSTOPS
12 CONSTRUCTION JOINTS NOT SHOWN SHALL BE SUBMITTED BY THE
CONTRACTOR FOR THE APPROVAL OF THE ENGINEER PRIOR TO
SUBMITTING REBAR SHOP DRAWINGS
13 PROVIDE VERTICAL CONSTRUCTION JOINTS IN WALLS AND HORIZONTAL
JOINTS IN SLABS NOT GREATER THAN 45'-0' ON CENTER
14 NO BACKRU. SHALL BE PLACED AGAINST ANY SUBSTRUCTURE WALLS
UNLESS ADJACENT FLOOR SUBS HAVE TAKEN THEIR FINAL SET, OR
WALLS HAVE BEEN PROPERLY BRACED, AND IN ANY CASE NOT SOONER
THAN 28 DAYS AFTER THE PLACING OF CONCRETE UNLESS APPROVED
BY THE ENGINEER.
FOR BARS IN TENSION
ly • 60,000 pM Ic - 4000 psi OR GREATER, NORMAL WEIGHT CONCRETE
BASIC DEVELOPMENT LENGTH "
3d
BAP CUSS 8 SPLICE LENGTH "
1.3 xl d
CLEAR SPACINCx3' CLEAR SPACING<3' SIZE CLEAR SPACINCZ3' CLEAR SPACING<3'
BASIC TOP ' BASIC TOP ' BASIC TOP ' BASIC TOP '
I'-3' 1'-8' V-9' 2'-4' 3 I'-B' 2'-2' 2'-4' S-1'
1'-7' 2'-1' 2'-5, S-7' 4 4 2'-1' 2'-9' 3'-2' 4'-8'
2'-0' 2'-B' 3'-0' 4'-6' 5 2'-7' 3'-6' S-11' 5'-il'
2'-5' Y-2' 3'-B' 5'-6' 6 3'-2' 4'-2' 4'-10' 7'-2-
Y-6- 4'-7' V-3, 1'-II' 7 4'-1' 6'-0' 6'-10' 10'-3'
4'-0' 5'-3' 6'-0' 9'-0. 8 5'-3' 6'-10' T-10' 11'-9'
4'-6' 5'-11' 6'-9' 10'-3' 9 5'-11' 7'-9' 8'-10' 13'-4'
5'-I' 6'-8' 7'-8' II'-6' 10 -6'-8' 8'-8' I0'-0' 15'-0'
5'-7' 7'-4' 8'-5' 12'-8' 11 T-4' 9'-7' 11'-0' 1
' TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN
12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT.
" LENGTHS SHOWN IN CHART SHALL BE MODIFIED WHERE REQUIRED TO CONFORM TO
THE PROVISIONS OF ACI 318-99, SECTION 12.2.
FOR BARS IN COMPRESSION
ly • 60,000 'Psi 1C' • 4000 Psi OR GREATER
BASIC DEVELOPMENT LENGTH BAR SPLICE LENGTH
BASIC CONFINEMENT • SIZE BASIC CONFINEMENT'
8' 8' # 3 12' 12*
10' 8' + 4 I'-3' 12'
1'-0' 9' 5 I'-7' I'-3'
1'-3' I'-0' If 6 1'-6-
V-5, 41 2'-3' I'-9'
1'-7' F-3' g 2'-6' 1'-11-
1'-10- 1'-4' l9 2'-10' 2'-2'
2'-1' I'-7' 10 S-3' 2'-6'
2'-3' I'-9' 11 S-7' 2'-9'
• BAR ENCLCSED WITHIN SPIRALS OF NOT LESS THAN 1/4 INCH DIAMETER AND NOT
MORE THAN 4 INCH PITCH OR WITHIN #4 TIES IN CONFORMANCE WITH ACI 318-99,
SECTION 7.10.5 AT NOT MORE THAN 4 INCHES ON CENTER, FACTOR 0.75 USED.
3'-0' (TYPI 3/8'.A' STEEL STRAP, HOT DIP GALV
AITER f18. E Rf0'D EA PIER
5/8- "AP BOLT
I1
REO'D EA PIER
- ____ _____________
I
I
I
I
ti'r0/4
I
? II
AETE WALL-
ED CONCRETE
RIPE OR REINFORCED
PIPE WITH RUBBER
WALL
6'-0' MAX
0
0
TYPE I
H-HEIGHT OF PIER
D-NOMINAL CIA OF NP
00.OUTSZE CIA OF PI
REINFORCING STEEL
I ALE DOWELS AND VE
TO BE A2012- OC (A
2 ALL HORIZONTAL BAJ
µ012 ' DC (MAX) Al
3 AOJJSt BARS TO
ACCOwCOATE PILES
t
• *PILE FOOTING ONLY
Ii
PIPE BRIDGE PIER
SCALE. 3/8'-1'-0'
801
P-!'4' TYPICAL
-STEEL PIPE
EXISTING RCP
-CEMENT MORTAR LINING
SECTION
f1. fl
WDTH OF WALL'.

. W W/3 *//.I

(OO.i4').(H/4)
?- - - - - - - - - - - --------- - -? d E
I I
OR BOLTS 12' LONG
MOT OP GALVANIZED
2 RED 'D EA PER
I
I
OUTUHE OF BRIDGE

o
?HPIL53, lYP PER ABOVE FOOTING
I I e• w
I
I I NOTF-
PIE FOODNGB ARE ONLY
NECESSARY FOR PIERS

I
I LOCATED BETWEEN STATIONS
94+40 AND 54.80.
L-------------------------J SEE DETAIL 803
PLAN NEW - PILE FOOTING
NTS
802
RJ, PE OR MJ x PE. SEE PLANS
FOR
PIER FOOTING
-PILE FOOTING ONLY
?I III.
II g
II d
• II .
PLACE Pu 115 AND AND BACK. MiN I
CONCRETE II

-20'1 MN AUGER HOLE
I
I I
NOTE*
HOLE SHALL BE CLEAN AND DAY
BEFORE CONCRETE PLACEMENT.
• A TEMPORARY CASING MOST LIKELY
ELFV-155.0 WILL BE REQUIRED.
(.,N TIP ELEV)
PILE EMBEDMENT
803
NEW WALL PFE AS REGO
NONWINN CAW
3/8'x6' SPLIT WATERSTOP
AROUND PEPoMEIEA D'/
OPENING
2' MIN EXTENSION,
OF BOLT ABOVE NUT,
TYPICAL
CUT E)GSTINC RONF
AS RE T
TWO SEPARATE WRAPS
OF EXPANDING RUBBER
WATERSTOP
WATERSTOP (LOCATE AT
CENTER OF WALL)
DIM 'H'= NOTE: EACH WRAP SHALL BE LAPPED 4', WITH THE LAP ABUTTING
'
.
2' FOR PIPE 36' CIA AND SMALLER SIDE BY SIDE LAPS SHALL BE SEPARATED BY 180
.
3' FOR PIPE 42 TO 54' CIA
4' FGR PIPE 60' OA AND LARGER WATERSTOP CONNECTION
AROUND EXISTING PIPE
RCP WALL PIPE
806 RCP EXISTING CONNECTION
007
NOTE: UNLESS SHOWN OTHERWISE ON THE CONTRACT
DRAWING, HANDRAILS SHALL BE TYPE 1.
6'-0' MAX 3/4'
1 1/2' AL PIPE 4' MAX GO n MIN
RAILING h
1/2' AL PIPE
(VERTICAL)
TCEBOARD-TYPICAL ,I
ALL HANDRAILS n „
- n
WALKING SURFACE TYPE it
ELEVATION
5' MIN
3 1/2' MIN
PLAN
ALUMINUM HANDRAILS
809
3/4' EDGE OF CONCRETE
MIN
z
ng
EXTRUDED AL ADAPTER
(USED ONLY WITH AL
Ru0E0 ALUMINUM BASE FLANGE)_
BOARD 1 1/2' ALUMINUM
PIPE POST
I 1/2'X1/8' AL
CLAMP
P, II CAST AL
' -T BASE FLANGE
?_ z it z 4-1/2'4 SST IXP
_ g ANCHORS (MIN 3'
EMBEDMENT)
9/16.0
HOLES
3/8'0 SST 1
27 SST EXP SET S'RFwq-
ANCHORS (MIN 3'
EMBEDMENT) SURFACE MOUNTED
CAST AL BASE TO CONCRETE
PLATE
SPLIT WATERSTOP
CUT IN RCP
808
5/8' SST EXP BOLTS
0 12' OC, STAGGERED
3/16'.2' CONDNUOUS
SST BAR, TYP
BED OF SEALANT
OR ADHESIVE BETWEEN
WATERSTOP AND CONCRETE
EXISTING CONCRETE WALL
NOTES:
1. THE CONTRACTOR SHALL FIELD VERIFY EXACT ELEVATION, LOCATION,
CF ENTATION, DIMENSION, AND MATERIALS OF PIPING TO BE CONNECTED TO
PRIOR TO ORDERING MATERIALS.' CONTRACTOR SHALL FURNISH AND INSTALL ALL
TRANSITION PIECES. CLOSURE PIECES, ETC. REQUIRED TO CONNECT TO THE
EXISTING PIPING AND AS NECESSARY FOR A COMPLETE INSTALLATION.
FF??

T
// 2 DESIGN
SHOWN ON FT ON ESTABLISH
R SPACNG BASED ONpBRIDGE IER SPACING OF 32
10.
V OWASLE SOIL BEARING CAPACITY IS 2000 PSF.
WALL PIPES SMALL BE CAST UNLESS OTHERWISE NOTED.
R
NOE E PPE HINT WITHIN TWO (2) FEET OF EXTERIOR FACE OF WALL AT
RI
APR 2 2 2005 CONNECTION TO ALL NEW AND EXISTING STRUCTURES OR MANHOLES
6. SPLIT WATERSTOP SHALL BE REQUIRED AT ALL NEW PIPE PENETRATIONS
THRO U EXISTING CONCRETE WALLS UNLESS OTHERWISE INDICATED ON THE
CONTRACT DRAWINGS. SEE SPLIT WATERSTOP DETAIL BOB.
DE NR • WATER QUALITY CONCRETE WALLS
I
S N
E
2. ALL
MSTG
YCOMP
BE
EO
ALL
N R
US
S
a
T
?EW ??
RO
NE
N
B
CO
3
H
WETLANDS ANDSTORkMATER6Pl=gEBHODS.
FLOOR OR
TOP OF
WALL -
NEW CONCRETE WALL
WALL PIPE WITH INTEGRAL
WATERSTOP. DRILL AND
TAP FOR STUD BOLTS
SECTION
DUCTILE IRON WALL PIPE
(FOR VENTS AND MH VENTS)
805
1/4
_J?
m '/' TYP?TYP
WALL SECT1O N
ALTERNATE
-PROVIDE SELF-CLOSNG
GATE AT ALL LADDERS
AND AT ACCESS POINTS
WHERE INDICATED ON
THE CONTRACT CWCS
CAST AL BASE FLANGE (SEE 2'-4 1/2*
PLAN NEW DETAIL 0552000)
OR 6'x6'.1/4' SST BASE 4
2-5/8' SST ANCHOR
BOLTS AND INSERTS, TYP1
BRACKETS EQUALLY
I S
PACED AT NOT MORE
` tHAN
s'-D' oC

p
F
?
o I-I/2' AL PIPE RAIL
r

MIN
1 CLOSED

Z EXTRUDED AL R
EXTR
UDED AL RUNGS
2 1/2'.3/8' ALUMINUM 18'
BRACKETS W/ 3/4- SST
ANCHOR BOLTS AND INSERTS
OR ADHESIVE ANCHORS
W
- IF CONCRETE IS AVAILABLE FOR
BASE REPLACE BOTTOM BRACKET
WITH AL PLATE AND SST ANCHOR
BOLTS AS SHOWN AT TOP OF
LADDER ELEVATION
ALUMINUM LADDER
810
RETE WALL
WITH INTEGRAL
P(FIG xPE)
CARP
pG
?"'QFdIS:ICu? 9
SEAL
12186
??, NCI t
SEAL:
DUCTILE IRON WALL PIPE
804
I I
I
/ I I
/ I I
1 d
?? OPOSED JUNCnI
'EXlsnvc.MNAaeoz' <I'I 1\?I
I
_Top 0f Slab \ \\
I I ?
-? V I
--- - 9Q vvyY T
yvv?vv ?u .l T
%
- PROPOSED GRADING PLAN
SCALE I' . 70'
NLEi BOX
1
1 `
11 \
11 ,,1 \
1
1 \ ?
1 It
'
EXISTING 77' RCP-.
. I

EXISTING CONC ,
BEM TYP
i
?
EX5nNo 18 ' RCP TO • ----
OE REM.,
WRING
BE
??
••;>
SEE NOTE I AND 7.- +•, ,
14'
._...-..__________________._._i
CAST-N-PLAU '
MANHOLE RING
AND COYER
VENT, M
(MP. 7 PLACES)
40'0
ALUM. DOUBLE
DOOR MATCH
---------------------
14'-4-
FOR INVERTED SPHCN NO. 1
INLET BOX, SEE SHEET 08.
77'0 CUSS IV RCP
ALUM
770 CUSS N RCP 0 D.
15'-0'
NOTES:
1. THE INVERTS SHOWN FOR THE WALL PIPES ARE BASED ON THE BEST AVAILABLE
DATA FROM RECORD DRAWINGS AND A SURVEY PROVIDED BY BARBARA H.
MULKEY ENGINEERS. THE ACTUAL INVERTS OF THE STRUCTURE AND WALL
PIPES SHALL BE DETERMINED PRIOR TO STAKING. THE ACTUAL ELEVATIONS
SHALL BE REPORTED TO THE ENGINEER AND VERTICAL ADJUSTMENTS MAY BE
REQUIRED TO ACCOMMODATE ANY CHANCE.
2. CONTRACTOR SHALL MAKE SURE EXISTING 48' SLUICE GATE IS FULLY CLOSED
BEFORE REMOVING 48' RCP. CONTRACTOR SHALL INSTALL A MASONRY
BULKHEAD FILLING THE VOID OF THE EXISTING 48- PIPE AND THEN INSTALL A
60' SOUARE, 1/Y THICK GALVANIZED STEEL PLATE BOLTED TO THE STRUCTURE
NTH 1/2'R E%PANSON ANCHORS SPACED AT 18"OC.
'-?-[mSnNC 54' RCP
I
I
EXISTING
JUNCTION BOX
1 (SEE NOTE 1)
j rte-EXISTING es, RCP
-E%ISTNC CONIC
i BEAN, TYP
[ns wG
ALAMNUM
CHECKERED
PLATTE AND
F
RAME
EXISTING
LADCElj? APR
2 2 2005
pro
""; "?A EP; UUALIT-'
R'U,pSq,TpST R?J'r4;",1Ek8,'?NsCH
s
I
I
ALUM LADDER
it
77177'
SLUICE CATE.
Typ
?
i- STA. 11+47.71
:J
CAST-WI-PLACE
MANHOLE RING `
""
AND COVER
ee'0 CLASS IE RCP 001%
FO,T JLXUnaN BOX
SEE SHEET D7
LAYOUT PLAN
SCALE: 1/4'.1'-0'
EXISTING 55'
INTERCEPTOR
A'
)R
- - - - - - - - - - - - - -
\7 \
/ EATNL CONC
S \
/ BEAM, 719 \
/ \ c
I I __________________- _-l-AOO_EA __
?.'
.'.
EXISTING
•
i EXISTING
I ALUMINUM
I CHECKERED PU1F
AND FRAME 10.25 LT 77' CLAS IV
RCP 0 0..0%
EXISTING CONC
BEAM, 719
-i
-------------------------------y
EISPNG SLUICE ? F
\ GATES T/ \ ""/

NOTES:

8

B 1. THE INVERTS SHOWN FOR THE WALL PIPES ARE BASED ON THE BEST AVAILABLE
DATA FROM RECORD DRAWINGS AND A SURVEY PROVIDED BY BARBARA H.
MULKEY ENGNEERS. THE ACTUAL INVERTS OF THE STRUCTURE AND WALL
PIPES SHALL BE DETERMINED PRIOR TO STAKING. THE ACTUAL ELEVATIONS
SHALL BE REPORTED TO THE ENGINEER AND VERTICAL ADJUSTMENTS MAY BE
REQUIRED TO ACCOMMODATE ANY CHANGE.
2. CONTRACTOR SHALL MAKE SURE EXISTING 48' SLUICE CATE IS FULLY CLOSED
BEFORE REMOVING 48' RCP. CONTRACTOR SHALL INSTALL A MASONRY
BULKHEAD FILLING THE VOID OF THE EXISTING 48' PIPE AND THEN INSTALL A
BO' SQUARE, 1/2' THICK GALVANIZED STEEL PLATE BOLTED TO THE STRUCTURE
1-2 WITH 1/2.0 EXPANSION ANCHORS SPACED AT 18-CC.
I
I
r ---- ------4 - --
_-- --
r-___-_ ,i
F-ALUM LADDER
SEE DETAIL 810

y
'
I ' I
CAST I N P
wANHOIE R AND
COVE
I
2 /S DIAGONAL
1 TOP k I BOTTOM

j
^AUICE GATE AS SHOYM, TYP,
I -
I I (Iro 2 I

I PULES) i
II I I I
ALUM XANGPAIL I I
SEE DETAIL 8C9

` -------------i -----?
I I
I
I
\ 4 \ "STING 48' RCP
\ / \ TO BE REMOVED
DUM
CONSTRUCTION,
SEE NOTES I AND2
I 1 I
1
EXISTNG 72' f
NVERTED SYPHON f
N0. 1
TOP PLAN
SCALE 1/4--l'-O'
ILO-r
I
'DIMENSION BASED ON RECORD DRAWINGS 18,
PROVIDED BY THE CITY OF RAUEGM.
EXSTING OCTAGONAL
JUNCTION BOX
1'-0'
HANDRAIL

CAST-N-PLACE
MA CUE RING
AND COVER
TOP EL. 790.16
U U y l/8 0 12'
EXISiWC JUNCTION BOX W 0 12'
? Nn?c T
HAUNCH, SEE BBO 12', TYP
14' DETAIL 308
ALUMINUM LADDER
72'X72' SLNCE
CAME W/WALL
CATS W /WALL
9', TYP
EXIST 72* INVERTED SYPHON PROPOSED COMPACTED CRApE FILL MATERIAL ADDITIONAL RENFORGNG
SEE NOT; 5 REQUIRED. ALL LOCATIONS PROPOSED GRADE
\,\ \ SEE DETAIL 407 COMPACTED FILL MATERIAL
E.
ST "' INTERCEPTOR 7
<-j?jVSCE N0rz 5
?i,uay?%??n ? RmNFRCEPiOq / vv/
CCN TRACTOR SHALL v?/?? ?/ y/
SECTION AN ADEQUATE EXISTING WtACfA ?
V A SXISTIN OF THE W4110 PROVIDE AN
OPENING FOR THE 72' _? I I WALL PIPE. SEE
I v A \ ?v
806. 90
EXISTING 7T INV. .25 1 72'4 CLASS IV! alsnNC 85' RCP o Q.az I I alsnNC LR DEJ?
OUT EL-17J.ali \\\ / / NV EL-174,75 I I 1 ?'a<\/?/,?,?
'SEE NOTE I / 'SEE NOTE 1 I I I \ / rya
/ 0 12' DOWELS, iro. ?a
/-E7J51NG GRWT - 406
EL. 172.06
EL 111.50• ?a
CONTRACTOR TO REMOVE EXISTING
LAWi AT LEAST 72' vnOE FROM INV EL-173.61 ?A ?/r'?A /A ?/,
PROPOSED 72' CONNECTION TO SLOPE CROUT TD wVERTS \ /B 0 12
EXISTING 72' INVERT WT. t8 0 12' \\`8- COMPACTED ABC
COMPACTED SUSGRAGE
SEC'flON
SCALE: 1/4--1'-0'
I
BOTTOM
SCALE. 1/4'- PLAN
I'-0'

1
1

C
C

o?

HAUNCH, SEE
DETAIL 308
12'.72' SLUICE CA

-
(iro 2 PLACES)

(? D
APR 2 2 2005
UENR WAIT
ty rQUALITY
ETIANDSANpST 7
TER S&WICH
ALWIWM HANDRAIL
L #6 0 1
0 12
05 DWL50 1
I ? 11
1 cP -
I I I,
I I 1 //
8' COMPACTED ABC _L-` ?08 0 12-
03 0 12'
'COMPACTED SUBGRADE INVERT- 17161
SECTION B
SCALE: 1/4'-1'-0'
\ I
i,l'

- --- -------- -- -?
TOP PLAN
SCALE: 3/e--I'-0'
ENT, TYP
0o15• TIE 45'1 OP
05018
CONST JT
12' DIP
VENT-
150 12-
m ,
'u3, NO IY A5"2• ALUMINUM
MATCH
r ",//- --\
TaEL.Ieem
1/4' GALV. BIRO
SCREEN CONNECTED
WITH FLANGE RING
SECTION C
SCALE: J/5'•1'-0'
No- 080 12', TYP PROPOSED GRACE EL-184.0
FOR LENGTH OF PIPE CRADLE ??` ??\??\??\/\?•
SEE PLAN AND PROFILE DWCS
050 R' TYP 05 D'AISO 12'
PROPOSED GRADE '
R-1800
050 tb' DNL? 1 15 TIEU^
050 18' LONGITLIONAL
B' TIES 11 :? \G\ \/?\//\ 1/2• EXPANSION - - - -
JOINT MATERIAL AT,
9UOLE FACE OF WAR
1306
`0 so4 I
YAM
_/4' SEND I 71'4 RCA
I
I I ?
36'0 DIP INV R-173.00SEE BOTTOM NV EL-17150
PLAN F WEIR
ELEVATION
I
1 - 2' CLASS •8' CONCRETE
EL-171.50
SCALE, 45'1 OP
050 18- E.-X
15 DWLSO 18'
IN CRADLE AT SAME
JOINT IN %PE AT 5' COMPACTED ABC yam, µ0I2'
N, USE 1/2 EXP JT MAR
COMPACTED SUBGRADE
SECTION A
36.0 DIP
13 DVO
8', TYP
I I
11 ?
0

I
I
eo4 TYP

HIGH FLOW 1.
1._4.
ELEV-177.00
NY DIP
NV-173.00

,I
a 8J6

- 72'1 RCP
36.0 qP INV-173.50
INV-173.00- -
LOW FLOW WEIR

- P
REV-174.50

b'0 OP
NV-173.00
I

----- --------------j
B BOTTOM PLAN
SCALE: 3/8'-1'-0'
012• UST-IN-PLACE
B 0 12' 06 0 12' MANHOLE RING
AND COVER

- ??SaM 1
AP C
R 2 2 ?005
{Jt7(gI DNA, STDP?,yAQUA
TERg ,
RA F.CH
060 12', TYP
ADDITIONAL REINFORCING
REWIRE. Al OPENING
SEE OCT., 403 (i7P,J 080 V. 71P
/-48'0 DIP MICR Row WUR 05aI2-
R-177.0 M
38'1 CW
TV ? 48Y DIP
iP LOW Row wtlA ?.
EL-174.5
0012•
' ' "- -
TtP, INV 8.117.00
106
R-17150
CLA. •g• \ 8• COMPACTED ABC N 0 5' f
CONCRETE 09 0 8' \\`
COMPACTED SUBGRADE
SECTION @ i-(
SCALE 5/5'-1'-0' -
SE
EXSTING WALNUT
CREEK UFT STATION
EXIST
ASPHALT
ASPHALT CAST-IN-PLACE
SEE NOTE I MANHOLE RING AND
1 COVER-
EXISTING WALNUT
CREEK UFT STATION
11'-A•
15 DWLSO 12'
0 n[ W
I
I
I
r-tL 1730 AT PuNP
/ STATON WALL SEE
/ NOTE 2
---i--li
I I
I
I I
I I
EL-168 75
TOP PLAN
SCALE: S/8'•I'-0'
TOP OF STRUCTURE
SEE NOTE I --
LENGTH AS REQUIRED
TO LOCATE CUTSIDE
CURB AND CUTTER
12' DIP VENTS
(2 REOUIRED)
/4* GAL-V- OR
/ SCREEN FLANGE A
f1 WITH N CONI R
O
n
EL-185.NO
0
0
CONCRETE SLXwOF
CRADLE (LENGTH ,
REQUIRED)
0'80 i', lYP
160 IY, TYP
I I MAX.
EXIST G 77'0 RCP 1 I'I
SEE NOTE 2 80.
6'1 D
-INV EL-170.23 INV EL-170.75
1•180 12' 1' 8' COMPACTED ABC 08- CUSS 'B' CONCRETE COMPACTED SUBGRADE

SECTION A
SCALE' 3/e'-I'-0•
NOTES'
I. TOP OF OUTLET STRUCTURE SHALL BE LEVEL WITH EXISTING
- PAVEMENT.
-- --- ------------------ - --- -- -?
O
N
1
E

I S FOR THE
ACCORDING NG TO C AM
FIT THIS STRUCTURE.
C 1
WALNUT CREEK LIFT STATION PEDNCED BY THE CITY CE RALEIGH
•? I - THE CENTERUNE ELEVATION OF 72• RCP Al EXISTING
1 STRUCTURE IS 173.00. CONTRACTOR SHALL VERIFY THIS

I
I

I
I
I
I ELEVATION PRIOR TO CONSTRUCTION.
I
I
I
I'_A• ,I

I
' I
I
I

', CUSS SI DIP
. A8', DIP i

T Nv.170.73
I
1
I
I
I ec6

77y
RCP BO`

36', DIP

.75 I
L +

7Y, RCP IN-170.25

SLOPE CLASS 'B' -

LAS SI Di - -
A
-
SEE NOTE 2

I
I
CONCRETE TO INVERT OUT

I
)
I
I

48'0 qv
INV-170.73 I
I

8', CLASS St qP

2

D
I
I
'

..
I

APR 2 2 2005
I
DENR - WATER QUALITY
'
11-114' SENDS
3 P
ACES li
ET"aAM AND STOPMATER BRANCH

I (TN.
L
)
I

n
L______________________
__ I
________?
BOTTOM PLAN B
SCALE: 3/e'-I'-0• 2I'-P
18'-e-
160 lr-\
rNa 9' ,1--160 12'
(/?'???u' ow VENTS ?'X[(?1?) 1-,-FI I ,
`1y (1000 REWIRCO) CIA' IHI
po /', TVP
ADDITIONAL REINFORCING
REWIRED AT OPENINGS SEE 16012', i1P
DETAIL 403 (TYP
11. 'r 48'0 DIP
AB', Dip ? 36.1 DIP
II-1/P BENDS
»r
12' \. - -
J \ COMPACTED ABC
CLASS 'B' CONCRETE 18012' IBD e' CO \\`
COMPACTED SUBGRADE
SECTION 8
SCALE: 3/8'-1'-0'
P? C?RpG
21
SEAL.
to?

TOP PLAN
SCALE: J/8'•I'-0'
LBO 12' 12' DIP VENT
050 17' X012'
µVWNUY
HATCH au'
._0. ;_D• 4'-D'
ryme'
42'0 DIP 42'0 DIP
30.1 DIP

IA Dw.O
rw ,
I ,
6' M
0
I
CONST Jr gal e- 15018'
SECTION C
SCALE J/e'•Y-0'
µ 1 -0' gEAA
TOP EL-188.87 !_' 1
1/4' GALVANIZED STEEL
160 Il', TYP '_A• BIRD SCREEN CONNECTED
WITH FLANGE RING

180 12', Tw eo3
µ0 1a- DWLS I e5 OV&SO If
050 18' LONGITUDINAL
1/2' EAAAN9RA 808

11-1/4- BEND ,PINT
MATERIAL
Al FACE OF Ci wA
Ll

I

?
1#5 ma
µ0 IS- TIES

eo. 72'A RCP
ee'A
30Y DIP RIV EL-172.98
INV EL-179.M
u
EL-178.08
LENGTH OF #50 18 EW
DLE SEE PLAN AND
FILE DRAWINGS Is DWL50 18'
18012' Id0 TI' e' COMPACTED ABC
CE JOINT IN CRADLE AT SAYE LOCATION
JOINT IN PIPE AT THIS LOCATION USE
' EXPANSION JgNT MATERIAL 0.ASS 'B' CONGiE1E COMPACiFD SUBLAAOE
SECTION A
SCALE: 3/8'-1'-0'
IAala' DE
pore'
iw
IT-0'
1•_ .
LBO 12'
J50 12' IBal2' CAS.-1N-PLACE
uANNaE RING
2. AND COVER
1TP E1-189.83 -\_
i
SFC'nON
SCALE, 3/8'-1'-O'
KL= ?R Oa? p
Q
PR 2 2 2005
6IE? 1 AND STORrbYATER ERMCH
rw
rw
WP
7e.08
SfA1
12186
C NIN fCQ L t?
- REFER TO SECTION 'A' FOR
TYPICK WALL REINFORCEMENT
15'-S
Lo
SCALE

r
I _ ___ __ __ __ __ r`9
\ J
/r
\ 7.

? /
BC6

60Y
CENTER1x+E P.-Gs'.
INTERCEPIER 01A ,1.56
.1 I
. /
L -
66'r ACP
SLOPE CUSS 'B'
CONCRETE TO MUERT PIT /
r1 i

\

7J; \

14.
\ /
J 7

BOTTOM PLAN D j2?_@nM
scut S/6'-Y-o' B U v
1r-e•
IS'-
LA ANN
G PLACE MANHOLE
AM ANO COVER
V-2' _ 6ao u'? r'No 12'
BEGIN BENCIT SLOPE
EL 179.67
A 'Ell'"'
REWIxEO AT OPENINGS BEGIN BENCVf SLOPE
SEE GETNL 60J EL 179.07

7
6e'I OIP 6e'/ DIP
TOP WALL, Tri
EL•Ie5.50
7
5B'r DIP. i
1
APR 2 2 2005 D
91 `,O-CT1AhD D LNR WATER QUALITY
SgyD STOJUGVATER 6RANCH
TOP EL•194.00
+B0 9'• TYP
160 12% T19
_r.... Eso 12' DowELZ trP
NV EL-171.92
! .? .?. FL-116.16
SECTION A
CUSS 'B' CONCRETE J Ho IY EB0?12• \Z 0' COMPACTED ABC C?O
Aso Ir?yy9
050 12% COMPACTED SUBGRADE
12186
SCALE.- ? - NE??
L dP
SEAL'
00561304
05000,111
NC DEPT OF ENVIRONMENT & NATURAL RESOURC
NC DIVISION OF WATER QUALITY
WETLANDS UNIT
1650 MAIL SERVICE CENTER
RALEIGH NC 27699-1650
PR@ aUVED
D
APR 2 2 2005
DENR - WATER QUALITY
17ETLANDS AND STORMWATER BRANCH
NUMBER DATE GR. AMOUNT DISCOUNT TAX ADD. CHRG. NET AMOUNT
CRABTREECRKPARA 04/12/05 475.00 .00 .00 .00 475.00