20171313 Ver 1_401 Application_20171016

+�)ESP
TO: NC Department of Water Quality
WBSCP Unit
512 N. Salisbury Street
1650 Mail Service Center
Raleigh, NC 27604
2 0 1 7 1 3 1 3
...................
:COPY TO:
ESP Associates, P.A. (A) Addressee
P.O. Box 7030 (B) ESP Main Project File
Charlotte, NC 28241 (C) PM's Project File
3475 Iakemont Blvd.
Fort Mill, SC 29708......................................................................
704.583.4949 (NC) LETTER OF TRANSMITTAL
803.802.2440 (SC)
www.espassociates.com
ESP Project Name: Village of Marvin Town Hall
ESP Project No.: ET35.400
Attention: Permit Reviewer
Date: October 16, 2017
We are Sending:
❑X Enclosed ❑Change Order ❑ Originals
❑Samples ❑Computations ❑ Sepia(s)
F--1 Literature ❑Specifications ❑ Print(s)
F --]Copy of Letter E] Floppy Disk ❑X 5 Set(s) of Plans
❑ Under separate cover via
❑ Other
Copies Dated Sheet Description
2 10/05/17 24 x 36 Civil Plan Sets
3 10/05/17 11 x 17 Civil Plan Sets
5 12 pages Pre -Construction Notification for Buffer Rule Approval Only
These are Being Sent:
❑
For Your Approval
❑
Approved as Noted
❑
For Your Use
❑
Approved as Submitted
0
For Your Review and Comment
❑
Approved as Changed
❑
For Your Signature
❑
Returned for Corrections
❑
For Bids Due
❑
Returned After Loan to Us
By: ❑ Courier
0 UPS
Corrected and Returned
As Requested
❑ Mail ❑Other
Enclosed are the plans, and permit applications for the Village of Marvin Town Hall. We are seeking only Buffer Rule Approval.
If you have any questions or need additional information please contact me at 803-835-0918.
Thanks,
Tristan McMannis
Signed & Date Tristan McMannis 10/16/2017
Signed & Date
*If enclosures are not as noted, kindly notify us immediately

O�O'� WA rF'9
y r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: El Section 404 Permit El Section 10 Pe
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes DEQ-
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express N Riparian Buffer Authorization
AT. OURCES
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ❑ No
For the record only for Corps Permit:
N Yes ❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
N No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
N No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
N No
2. Project Information
2a. Name of project:
Village of Marvin Town Hall
2b. County:
Union
2c. Nearest municipality / town:
Village of Marvin
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Village of Marvin
3b. Deed Book and Page No.
DB 06588, PG 0697
3c. Responsible Party (for LLC if
applicable):
Mary Shkut
3d. Street address:
10004 New Town Road
3e. City, state, zip:
Marvin, NC 28173
3f. Telephone no.:
704-843-1680
3g. Fax no.:
3h. Email address:
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Tristan M. McMannis
5b. Business name
(if applicable):
ESP Associates, P.A.
5c. Street address:
3475 Lakemont Blvd
5d. City, state, zip:
Fort Mill, SC 29708
5e. Telephone no.:
704-5834949
5f, Fax no.:
5g. Email address:
[e-mail]
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
06225390A
1b. Site coordinates (in decimal degrees):
Latitude: 34.99253 Longitude: - 80.813362
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
3.55 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Marvin Branch
proposed project:
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin: map is available at
http://h2o.enr.state.nc.us/admin/maps/
Six Mile Creek in the Catawba River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is currently undeveloped and consists of underbrush and woods.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A — A wetlands jurisdictional determination was not performed for this project.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
109
3d. Explain the purpose of the proposed project:
The project consists of a new Town Hall building for the Village of Marvin with an associated parking area. Two
stormwater treatment and detention systems treat the runoff. And water and sewer connections to service the new
building. A natural greenway trail is to be built as well.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves the construction of a 410 LF, 8' wide natural greenway trail constructed from mulch. Approximately
11 51-F of this trail will be constructed within the stream buffer. To protect the trail from washing out during rainfall events,
a 1.5' deep swale is being constructed next to the trail.
Additionally, a portion of public sanitary sewer line (245LF) and 2 manholes will be constructed within the stream buffer.
Construction equipment for both projects is anticipated to be a combination of hand tools and motorized equipment.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes ® No ❑ Unknown
project (including all prior phases) in the past.
Comments:
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary F1 Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The project is in for review with the Village of Marvin. We have received an erosion control permit from NCDENR and still
awaiting stormwater approval from NCDENR DEMLR.
S. Project History
5a. Have permits or certifications been requested or obtained for
®Yes El No El Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
The project has received approval for an Erosion Control Permit, and approval from NCDENR DEMLR for stormwater.
The project has all been submitted to Union County Public Works and received approval for the public sewer extension.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ TElYes
N/A
ElCorps
/`A
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑P❑T[J
N/A
PER
El Corps
❑Nr
El DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P [:IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 12

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indiv dually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P)
or Temporary T
01 ❑PE] T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T.
4f. Total open water Impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ® Other: Six Mile
Project is in which protected basin?
Creek
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
for impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary T
required?
B1 ® P ❑ T
GreenwTrail ay
Marvin Branch
® Nos
2,688
B2 ®P ❑ T
3ewery
Marvin Branch
® Nos
5,094
B3 ❑P❑T
F1 Yes
❑ No
6h. Total buffer Impacts
7,782
6i. Comments:
Page 6 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The greenway trail has been designed to avoid unnecessarily removing trees. Notes have been included on the plans to
field adjust the alignment of the trail and to use hand held tools where possible.
And the sewer line has been designed to follow the existing dedicated easement.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Clearing along the greenway will be kept within 3 feet of the proposed trail and swale. Where possible, hand tools will be
used for Gearing of vegetation
Clearing along the sewer line will be kept within the 20' easement and a 10' temporary construction easement.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool []cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Complete if Using a Permittee Responsible Mitigation Pian
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
El Yes ® No
6b. If yes, then identify the square feet of impact to.each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 12

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The plan has been submitted to NCDENR DEMLR for review for the
® Yes ❑ No
proposed sediment filter and detention basin, which will be treating 90% TSS and
detain the 100yr stone.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
15.00%
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The project has 2 watersheds, one draining north and west towards the perennial creek, and the other draining north and
east towards the existing right-of-way within Marvin School Road. The portion that drains towards the creek, collects
runoff via overland flow and an underground stormwater system to discharge in to a proposed sediment basin. The
sediment basin treats 90% TSS, and then attenuates up to the 100 -year storm event. The stormwater plan has been
submitted to NCDENR DEMLR and has been approved.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
® DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governments jurisdiction is this project?
Marvin
® Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
® Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
® Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
® Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 9 of 12
PCN Form —Version 1.3 December 10, 2008 Version

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
Page 10 of 12

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federaUstate/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H.1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
Wastewater from the project is conveyed by a proposed public sewer main system that extends from the project site north
to the existing public sewer line within the stream buffer.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑ No N /A
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No N/A
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No N/A
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA Firmette
Mary Shkut
/ 01PI 7
��
Applicant/Agent's Printed Name
A n Agent's Signature
Date
(Agent's signature is v y if an authorization letter from the applicant
isprovided.)
Page 12 of 12
El

SITE
VICINITY MAP SCALE: NOT TO SCALE
iNWLI or,NN4Ta
ESP ASSOCIATES, P.A.
s
]NESTND. ,Ri2TlTfLE
OM.MK MTF REYNtlN DATE
CIA COKRAIIFfT
/MD16+) N93ani
C,-0 0610VIgN RJ1N
ON)an1 '
w ]IR RAN
ww)Ini 4]Aw]•n
w 0RA09N9 rLAN
6NTa011 OM6an)
Ca, 9w MND FILTER
OMIWI wDM6t)
Cal 9w RANO RITFA
rowan, N1]9xD
C]3 ETDRN DRArAaE PRaFNE]
rowan) ww1o+1
w FRosnN coN)RCL VLAN41a]E+
wwrmn
ca+ FxoalDr+coN)RDL gANRM]F2
woman)
U3 EIiOAION COIRNOL DF)AU •IM+EETI OF EI
rowan)
W ERosNw cDNIROL OETAIA-,]+aEr]oF ])
1M)M+1
w ARE DewarmMer DE)Au-,weer, of ])
wb)ana
Cx, ,RTl DEVBDPMBIf OETARA-I61EET: DFs
rowan) MNA101T Q
Cx] M)l OEVRMMBR OlTAIA •,wEEi]OF ]I
,MY67aM) wEvm) T
w aroRN ORIINAW OETAAA •IwFET+OF 2)
Ia9rrs+)
ai 8)ORM DRAEUG£DETAAs .I]IIEE)S DF 1)
rowan)
LtWWM'JJE RAN
wwaf> ARV1411 Q
LI: L.DE)A"
101 M 7 ww101i
VILLAGE OF MARVIN TOWN HALL
LOCATED IN
OCT i J 2O1
VILLAGE OF MARVIN, NORTH CAROLINA
nowaRPWtNERIr I N
r,rE PRESExYEArLL1RUP, ' (
mwx»,meuownoN 1 �
CEEAETSBOM6 i ) ' (
]6Reo6 SF QR 6fO3 ACRES I � I
PID NlM�O i
�Y
�.,.. '". 0
NOW M FORLIERLY
THE VRLAff CF 1,1Rt1N � ;
DEPD:6M,-,1,
i0,]OB SF OROb AUES
RD 03116010
ENGINEERING FIRM:
ESP ASSOCIATES, P.A.
2
ADDRESS:
3475 LAKEMONT BLVD.
IRSTFIL MMRNN TRUST
NOW OR FORMERLY ��
DFLD:85Y}116 '
w+Su E.� e�
^vl
=�-,
s..�japnjv' /
PE)06?160D]N �
SS�i9
�J
r�
(603) 93541918
oo 4/
�Y
�.,.. '". 0
NOW M FORLIERLY
THE VRLAff CF 1,1Rt1N � ;
DEPD:6M,-,1,
i0,]OB SF OROb AUES
RD 03116010
ENGINEERING FIRM:
ESP ASSOCIATES, P.A.
2
ADDRESS:
3475 LAKEMONT BLVD.
REVIEW AGENCY:
NC DOT
C
FORT MRL. SC MN
ADDRESS:
130 SOUTH SUTHERLAND AVE-
VEPHONE:
PHONE:
(603) 93541918
J
MONROE, NC 26112
FAX:
[phone]
PHONE:
7042184100
CONTACT:
TRISTAN M. MCMANNIS, RLA
Z
EMAIL:
TMCMANNISQESPASSOCIATES.COM
REVIEW AGENCY:
NCDENR LAND QUALITY
ADDRESS:
810 EAST CENTER AVENUE, SUITE 301
OWNER:
VILLAGE OF MARVIN
LU
LLJ
MOORE8VILLE NC
ADDRESS:
10004N EW TOWN ROAD
PHONE:
704-"34609WAXHAW,
NC 26173
FAX
7044618W0
PHONE:
7W -M3-1680 EXT. 101
CONTACT.
MARY SHKUT
REVIEWAGENCY:
NCDEMR DEMLR
EMAIL:
[e-mail]
ADDRESS:
1617 MAR SERVICE CENTER
RALEIGH, NC
PARCEL 8:
06225390A
PHONE:
9/9.7914204
OWNER:
VILLAGE OF MARVIN
FAX:
9194171.4718
ADDRESS:
10804 NEW TOWN ROAD
MARVIN, NC 20173
t nLIfY PROVIDERS:
PHONE:
704-613-1560 EXT. 101
OWNER:
MARYSHKUT
ELECTRICITY:
UNION POWER COOPERATIVE
EMAIL:
MARYSHKUTOMARVINNC.ORG
DESIDIEDHY: TW
DRAYM 8Y: SCM
NATURAL GAS:
PIEDMONT NATURAL GAS
REVIEW AGENCY:
VILRVIN
KIIOtY ttb0f'9 UCIDW.
SHEET:
ADDRESS:
10004 NEW TOM ROAD
TELEPHONE:
VNNDSTREAM
MARVIN, NC 20173
PHONE:
7044143-1680
WATER & SEWER:
UNION COUNTY PUBLIC WORKS
FAX:
704643-1880
CABLF1INTFJ1NEi:
TIAAE WARNER CABLE
REVIEW AGENCY:
UNION COUNTY PUBLIC WORKS
ADDRESS:
500 N. MAIN STREET. SUITE 500
'THIS LIST IS NOT ALL INCLUSNE, OTHER UTILITIES MAY BE
MONROE. NC 29112
PRESENT ON VM CONTRACTOR SHALL VERIFY ALL EXISTING
PHONE:
7W-296+1210
UTILITIES PRIOR TO COMMENCING WORK.
FAX:
704.2964231
% �/'W `+y • ^lox euRnMe}
W
J � tiJ
' /J/ • NON'OR FORNEALY FVNRE �/��
vRLAOEOF N.wvw BtRUtTURE
b � DEED:6566Aw
Y�/1, MTCAB Mif1E 916.D11 ' /! / /
131,R%i
PID 0812SADa
�in4w { i
NOWORWRY6,LY
ROTAREDDYAW,EElA6
VAS�REDDY RAN
DFEO 563.-066
T.i,Ti, SF CR 308AORE9
£ RO 061136x1
r
r-
fT /
� Q
�o
JA h
T 1 4 ' / / ( PIA)ENMIE CQ9l+CRAR(XI
f /rjy (J I I DEE0:6BOFCOBB
16],fIM SF dPI6Pl ACRES
�,: ( Pb 0611613)
�� ."j4• NOWORFOq]ERLY
„,. ,�sf°M1°"• NIiko� ADEN FROPERDE9 LLC
.,. / ..V\$jw a131`'_. n1D F1D06Y131r�
BEGIN CONSTRUCTION: OCTOBER 2017
FULL BURJNOUT: JUNE 2018
GRAPHIC SCALE
(IN FEET)
1 INCH = 40 FT.
2
2
s
C
J s
J
Q
Z
3.1Q
~
LU
LLJ
Z
in
w
W
O
LL
W
z
g
PMNER
MIF001L1710N
RiQECTMN4GEt TMA
DESIDIEDHY: TW
DRAYM 8Y: SCM
PRQIECT NUMBER ET3x100
0MON.L DATE VA7M17
KIIOtY ttb0f'9 UCIDW.
SHEET:
Call beton you dg
CORD

EXISING CONDITIONS NOTES
1. TWS YAP M NOT INTENDED TO RE AM) —I SURVEY.
2 THIS PROPERTY ! ZONED R.
J. EUBJKT DEM REFERENCE: M 8399, Po 991
A W SJECT TAX PARCEL: NV322tMT A
a TDPODRAPMC IMADRI4THDlA E110WN WITIIIM PROJECT lT9IIa TAKEJI FROM
-TOI06RAPHlc W RVEr er rAReRwc9�Wu.u,Ns a NDu.E, EN:. DATED 9Efiv9a
a IIOIEONTK ANDVlRTOAL CONTROL ESTABLpiNED BY OPf WRVEY USMD NCM
VRE NETWORK HM2ONTAL CCWmm---(HAD aV it VERTICAL
CONTROL OATUM: AVD 9a
i. WWEJCT TACT M GRAPHICALLY LOCATED IN ZONE ARRA PER IFMA FIR91 NAP
NUNRER MIAASS98L REVILED t VaW
DEMOlR10N NOTES
1. TIE IDR1W■
-MM PLM N POR DEYOLRIOI ONLY.
_. All A WGESEARY FERAWM POR DEYOUIION PALL M OSTAMED EY THE CORTRACTON PRIOR TO
MENNI9MO RIO N. CONTRACTOR MALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING
MMOlT10N Y1DRK ANY OFF RITE MERE OMTURBED 81141 M FIENIOED TO A CONDITION EWAL
To aR eErrERT TNM TIE Exxrnc c01IDRIOM
L MAOIRON NATTJALE NDT WRABN.E FOR FILL LATERAL aI1K16E D:GALLY gEPOBm a OFi
e1TE. ALL DEBRIS ENAIl eE 19AIRm OFF ERE i0 A OMPOBAL AREA APPROVED BY TME STATE K
NORM CAROLDNA FOR TME xANrouw a DETFOLTTIOn oEens.
4 COMTRAC'fOn 611A11 R[ F111.LY RHPOIMIMt FDR CONTACTING ALL APPROIMAR UTEITIFS AND
EMMIRA10 1MAT VTNJtIEs ARE LOCATED FROR TCTNE fAMA1DICFMFMi OF
COReTPUCIgWMMOlTION ACNITIS! ACCORONo TO MC RATE UW. Cd4IRACIDR BHKL VERRY
LOGATIM AND D9TRMOFALL FIDETMO EATERS] PRIOR TO CON6TRUCTION.
a ALL rATERu1 IXCEIT THAT IlELOIODIG TD A P1■L1C M PRWATE UTLTY CawArry m.. l
BECOME111E fWOPERTY OFl/1E CONRNACIOR TME CONTRIiCIOR EMAIL MDTMY THE APPROPRATE
UTIJIY PPOVIOER VIEW WA191, SEWER GAB. POVIER M COaMwMICATION MES ANDIOR MFTFRf
ARE TC K RE18D'VED OA RELOCATED. TINE CONTACTOR EM1ALL eE RESPONBELF FOR
OECOMMECTIUT,KL ft— M COMPLIANCE N JM TIE ValAOE a MMVNL UNION COUNTY PINEAL
WORKS, ARD UTILITY SERVIOE PROVIDER REWIREMENRa
L ALL SMUCTURE11 NOT LABELED FOR DFMOLIiJON SHALL M PROTECTED FROM DAN.WE WPo
ALL PHIAMS OF CONITRUGTION. ANY SRWCTURES THAT ARE TO REMNN THAT ARE DAMAGED
eN41M RBAAE➢ AY THE CONTRACTOq TO THE
OVVNM MENGI 01R IPIALR TMINTINE
E%1EIWO CONOFTNIN AT NO ADpTOMAI GOET. THE ONTIER AMO ENGINEER SHALL EE WAEpATELY
NOTIFIED OF DAMAfii. TO AMY E\RTING STMKTIIIIE
T. ALL CIMS AND UIIITFA AID TMEWADtB NOTED FOR REMOVAL SHALL EE REMOVED TO THE
NEARFSTJOM MYOO MEW COWTMEi1M OR CUT WITH A SAW AND REMOVED.
KLAS%ALT CUES SMALL BE MA I E WITH A -IV •REN PREPARING PAVED SURFACES FOR
PATCHIM OR WDEMM6.
a COOETRIICTIOM ENTRANCE, WT PENCE. AND TREE PROTECTOR FENCE PER THE APPROVED
EAOAMAN CONTROL PLANS SOKL SE M PLACE PRIOR TO DEMOLITION OPEAM—
ta. NECEeSV1Y IARwGliDEB, WFFIV W`IIryRS.SONS. ANO OTHER, TRAFFIC CONTROL METHOM
w MAY EE NECESSARY Fag THE PROTECTION AND SAFETY OF TRE P11elJC MIALL BE FRONDED ATO
MAINTAINED THROUGHOUT THE LME Of THE PROJECT.
11. UNDERGROUND UTIIRIEE BASED ON THE LOCATOR OF PAM MANE AMNO OR IRI fIAW FLncED
BY NC ONE LALL UTILITY LOCATOR CONTRACTOR. OTHER UTNITES WMOM WERE NOT OBS9YYED
AND ROT SHOWN HEREON NAY EXIST.
LEGEND
PROPOSED 6TRiEw DUFFER
PROP. DI9TITRBNNCE
■ ��
i � TAa a is
LIa1TT9
SOILROUNDARI'
■
EXIST. MAJOR CONTOUR
EXIST. TIMOR CONTOIFI
��
EMT. BARBED WRE FENCE TO DE REMOVED
—x�X�--x—x^^'•
EXIST. CHJQHL M( FENCE TO SE REMOVED
_
EXIST. TELEPHONE LINE
_T—T—T—
EXIST. STORM DR,ANI
—SD SD
EXIST. WATER
- � �
EXIST. SAMTARY SEWER
—SS—SS
EXIST. FRBLTR OPTIC LME
EIPROVEMORS RYPAREOW
BRINCNERHOFF ENGWEERING
FO
OU9T.OVERIIEAD POWER LITE
EXIST. (AS UNE
-C—c—c—
EXIST. TREE LINE
11y-y]y7WY\
DUST. WRDING TO BE DEMOLISHED
O
EXIST. TREE TO BE REMOVED
WRTYPE
APB
PROPOSED TREE PROTECTION FENCE
c R fi
\ � of
SS
MIAIL CTAAR AND owls � �'
\ \ l O I / / / � I OMTIMG VMiETAiJOM WRIM �
\ �' c,\ If� / /��" IwroAED xIveR TEA91-see WATER \�------ ♦\ \ _
\ \ \ \ \ OPUS CONTROL HAIL HAD Es/
/ UTu� \ ! / / / / / / PT RT"' --'tA"X'� " 'lF' RC GRID COORDINATES 1 1,9TWNNNTAA,
Cn LINO T, Y.� \1�1 ((� Tri_ /I - / / / /' / \ ` al \ He 457.666.709 f 1 . �'(NCARp� 4
..
--- — _ HPMD M ELEV.: 662.3.3 I 2 +fir ��
�1 �' w O'iERNE.nTfi iLm ' I I 11 E f: „!
r �'�
\ \ \ �90Li\--
/q'� fir.
I 1 \ EXISTIHc
I \ \\ \\ \ \ DRAIN BASEMEN 1 I 1/ COAJAAAw A ASROCATgV /' ~N `A I/^ / / FOtwFJ6.r , ....
MC. I a.. r // / / HeB /.' / \ I nDTARE1lOr L49HEENa \�----- 1 .•ta'C o
OEED:en6MD /? / y / / \ vASMEDorAW •.• 'l <i ••.
1 \ GRI—SAOR6MACRR
1 \ \ \ I Pro lMrcaOo `... / TTNT■ 1 1 +BT,2M SFGRa00ACREs t I .2. `r Z" 9
,A / / PlleleCllOY V PD0822WTz -
\ / 1 / / FBIC!(M.) WELL I I f 1 1622
I
I/ .� / •s r >- is
// // // // // 25' PETTED TREE -- 4P = �
. / // / / / \ _( 25', PLAT EIEq/IREIi sAK
/ I PUT M-910/CQITMC10119W41 WORT NATE KL
I ' / ' / - -- - \ WODI WTIIEM R■M#-WAY WIRD
/ / / TDP OF CHANNEL r' 1 1 / OPLIS CONTROL IWL NAD
/I
/ DRNN CHANNEL O/ 6� / \ ' ' I / \ NC GRID COORONWI3 / Mppy�Ty MY ME
'/ \ N: 456,945.629 / PLANa TiTT.m-vA.Lwoe aF MAmRN
EXKTINC Sal I / \\ E 1.456.966.673. / MADWAT OFSIOM'WTED APRa,S,
ow +�' + eouNwRr (lYP.) J I I s196YPARsow 6wlclo:wloFF
MGIM IMo fRVOWME MONf
II
/ rAlDwr eTTTERT / _ - 066 APB
MITALL
GREENWAYSUFFFER / * t
/ / r �/ a ,/ , < 4� 1 ` IADwoRFowFERiv ENALLPROTECT
APB Ta. �1 M\ (I vN1AGE OF MARVM PDL_Eio RE-'"
yRIC
,_ P9nTieioan �' W /%VJ ��
\'!',6o
/ / w2983.F alzos AcaEs / //// 1/ / + ,r \ \ _ EJDSRNGq _ /.,$ NO a•
PD,XI=VA BB / / / // / 1// / - 1 \ ` `CONTRACTOR - _ / EASEMENT WR11 t - -s 1' y APPROX. LOCATION OF EXIST. 12'
/' DNALL REMOVE a NARWn LOOP TTiNL T'J /
gy
� ` ro9E.6.NDONm ° "t / YAARTBOROOUGH-WILU PER DRAWINGS
HOULE, INC.
DATED AUGUST 25. 2016 TITLED 'THE
IUMFIS1 / LW1t FlNCE - _ _ _ - _ 1/ 9 \ / VILLAGE OF NARON PROPERTY' - D
SUFFB1 T LTYPd ' /" \ " - ``` _ -6J0� 4 CONTRACTOR SHALL FIELD VERIFY
674- - GN� ` \ ` ` \ ` !N, LOCATION PRIOR TO CONSTRUCTION
ANPµTEFOAE800-M R.1TRxF
199.EeA�sFOR 6PTa �s
LL
I\\ - "k //' / i'" Lr •\\\\ _" / IST NCL SAR�'MRE NCa�-_�_ Z
PROAvMv TREE
AND 6EIOBE \ \ \ \ K
OMIBFBITI®,
�.Po0T9FMwe
COATMACroaNEMOIR�, I _ FmNnMww
I/dor I od T4' DH T� TQ
S. _ _ _ _ _ _ l / I I I EXlsT1Tw TREE ' I / b / \ 1 I / —41
IF
'P LAR. oA `uA0T�i1 ^D/ _ \ ` `
MINORrDwEw4
THE VEJAGEOFANARVM Jim IST. POWER POLE )('�/.) / � / � \ \ `` � \\ _ `\ '1 \ z
�,rJ ��� f \ \\ \ �e. ' '/\\ TRNTL EASEMENT ~
O Q
PD�T���D,�
LANMCAPED AREA - .m^ \ ` / / �` ! X /' LJJ LL
2.
\ \e'd1� s w
I1INw vOITAOE BOx � �,' ,�, ' i I l / _ \ i —' � C7
'/
�01 \
�I1 / N
WORM ALONG TOWN ROM aE
Q 2
��
"
I
_
MARYII eclaol Row wlTn PLAHN®
GTS �'\
ALL1Hl►M r\
- � �
�-�'/^
.� - - - �
( � 11�
EIPROVEMORS RYPAREOW
BRINCNERHOFF ENGWEERING
J �
CONTRACTOR TO PROTECT
SERVICES
O
f
EXISTING TREES AND
COORDINATE CONSTRUCTION
` _
NTERU
1.2'W
MOWOR FaRAEwY
ACTMTIES TO LMR
�
- _ '
\
� \
�
\ (� �' ♦7�'
AD@IPROFERTNEsuc
OEFD.6Aa6Mi
aSNR&NCE AND COMPACTION
S
Rt]T6P�9O�1�
WITHIN ROOT ZONE (TYP.)
J
\T�15f.60 11516W -S10
Ape
PROJECT MWIMTON
GRAPHIC SCALE
PROJECT MANAGER TME
DESIGNED Bf TWA
APPROX- LOCATION OF EXIST. 12'
APPROX, LOCATION OF EXIST. FIRE
HYDRANT PER DRAWINGS BY
•
ORM` cm
/
WATER LME PER DRAWINGS ER
YARBOROUGH-WILLIMIS h HOULE. INC.
'THE
PROJECT DATE:
ONE OVERHEAD
TELEPHONE STRUCTURE
YARDODATED AUGUSTW25. 20 dl HOULE. INC.
DATED AUGUST 25. POOP TRLID 711E
DATED AUGUST 25, 2016 TITLED
VILLAGE!# MARVM PROPERTY -
CONTRACTOR
(IN FEET)
1 INCH 30 FF.
I(RD^aWASY
MYTAw
ORIGINAL DALE E6pTM1T
-
-
WITH GUYWIRES
KLUGE TO WHAAN PROPERLY -
CONTRACTOR STALL FIELD VERIFY
LOCATION IOR TO CONSTRUCTION
Vr you
�
LOCATION PRIOR TO CONSTRUCTION
e 0

LEGEND
PROP. Tfi• CUPS AND GAITER
PROP. 1'6 STAIOVN CURE AND(>fITEP
PROP_ HEAVY Wn ASMALT PAVEMENT
PRW. VEHICIAAIR CCRVCRETE PaV(IHBNT
vROP. t'8 FLUSH CUR. AND GUTTER
EDGE OF PAVEMENT
PROP. CYINC. SIDEWALX
EXIST. ASPIALT
PROP.
E iST. Zr CURB A -ER - _ - - _ _ -
E%IS'F. CONCRETE PAVEI,IEM
D0.ti L. EDGE OF PAVEMENT - - - - - - - - -
- E%IEf. BRAE_ REMAIN
PROP. STANDARD-ABPIALT PAVEMENT
PROP. GRAVEL
NOTES:
PROP. PERMEABLE PAVERS
1. TOPOGRAPHIC NFORYATION, SNOWNYIRIW PROJECT L WM TAlIEl1
0
FROM TOPOGRAPIBC SURVEY OF A INR IOM OF TAX PARCELS
PROP. NCDOT ROM PAVOM NT
F96u5199.A BY YARBROUGN4NALAAI9 A Mum NC., MTFD MV1Yla
EASFYENTrox
�At.►���-------
2. ALL ROM BE•ROYEMENTS AT NEW TOWN ROAD AND IIARVIN SCHOOL
ROAD ARE TO BE COORDNATID WITH THE VILLAGE OF MARVNI
EMONFERMG DEPARTMFM PRNXi ro CONSTRUCTION.
EXIST. FENCE
S. -1 TRIANOlEB bH01YN ARE iI1E MNa111M RECURRED.
PROP. CHAN LNK FENCE
♦ 90RS PIIESENT ON SITE ARANO H.E
SRIRDMTAMCE aVEGETAl1ON A4NNEDE ERBF OP
BARB IONf fMARVIN SCHOOL ROAD PAA'erExrPeL � GRAPHIC SCALE
��-----
5. K SEALED 9HOP ORAWNG9I'Oq RETAMNG WALL MAST x
PROP. PRNACY FENCE
SUBMITTED TO COUNn FIIGNEEP PRION TO LONBTRUCTKIN.
0. NONd NOARO OBIS IM: PAVERS NRJQAT-YBTEMd. ETC.) IN TXE
IXIST. EABEMENT
RIGHT# -WAY xQUIEA RIMES _1 ___NT
PROF. ACCESSIBLE RAMP
RYP.1-BFE DETARS
AGREEMENT YARN TME NORTH CAROLWA DEPARTMENT Of
A
IRANSPORTAl10N eEFp1E INSTALLATION.
w
). DNEIMKMI9 AND COORDNATE POINTS ARE TO BACK OF CURB, EDGE
OF PAVEMENT, OR CORNER OF BUILDING ugIEHB OTHERWIAE NOTED.
.
/
a ALL MYROVEMENTS AND CONSTRUI:fIOM SMALL BE N ACCORDANCE
WIT. STATE AND LOCAL STANDARDS.
0. TME NCDOT ABRUNEa NO RESPONBBILRY•FOR TIE STRUCTURES
ANDI- C-. ORAINAOE BY— BEYOND TME PUBLIC MdIT OF
WAY.
SDI y - to '4-
10. ANY— IE8FOUND N TIE FELD STALL - CALLED TO THE
ATIENTgN OF THE OWNEN OR ENGINEER PRIOR - PROCEEDING WITH
WOPK
-
1t. PRIOR TO BEONNUI COMSTRUC110N, THE GENERAL COMIRACT_
WA
SHALL OBiA ALL REQUIRED KgMITS AND APPROVALS FROM ALL
REGULA1 AUTNORRES
SHALL PROVIDE COPY OF PERMITS AND IN�P£CTgN
CMpo WA L.INI V Sp- WA
t3. CRONTMCT011
PORTS FOR ALL DE91(NIED WALLS M THE VILLAGE aF NARNNN.
to THEOIDBIILCONT TORSNALLCMTACTALLOWTRERSOF
EA -tM UTXJME.. AND .NA O WAYS, PUBLIC AND -AM
PRIOR TO WORNNG W TRESS AREAS.
IC GENERAL CONTRACTOR SHALL RANTAN THE NTE N A MANNER BO
THAT WORN -II ANO THE PUBLIC SMALL x PROTECTED FROM NJUM.
15- DO NOT SCALE DRAWING FOR ACTIIK DIENSIONB, AB IT IS A
A`
REPRODIICT1011 AND SUBJECT TO DISTORRON
16. ALL SIONS, PAVEMENT MARKING& AND O TRAFFIC CONTROL
MANUAL OR UNIFORM TTIAFFC
°!VICES SHALL Cp1FOIW - THE
CONTROL OEYICES(MUTCDL 28DJ PDTRON AS AMENDED
11. CONTRACTOR SHALL FURNISH AHD INSTALLALLPAVEMENT MARKNGS
AS SNO'MI ON THE PUMA.
16. CONTRACTOR SHALL BAW-EXISTING ASPHALT PAVEMENT AREAS
TO TIE N SMOOT fLY TO PROPOSE° PAVEMENT AT I RN AY
ENTRANCES.
19. COORDNATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
IMSPERO0.
20. THE EMWEER WILL PROVIDE THE CONIRA<TOR WITH AN ELECTRONM:
EST.
FlLE OF THESE DRAWINGS UPON -BT.
N. CONTACT THE UTIUTY COMPANY M RELOCATE ANY EXISIVW UINITY
POLES. ALL --- FACKDIES WHWN CONFLICT WTTN THE
WPROVEMENTS UNDER THE SCOPE a THIS PROJECT MUST BE
RELDCATED Al THE EXPENSE OF THE APMICMR.
22. ALL PUBLIC 3RIEWALN3 SHALL COIIKYYMH THE LATEST ADA
ACCESSIBILITY DUIpEWIES (MO) AND ANN AN7.1
ZONING CODE SUMMARY
FROJECT NAA!: VILLAGE OF AARVN TOWN HALL
01Wypq. VILLAGE OF MARVIN PICINI,
TO 1600
PIAN. PREPARED BY. ESP ASSOCMTEs PHONE
EGim2-2410
ZONING: R jtwds CDDN: M R (IN
PROPOxO LIS! TOMWIALL TAX PARCELR 5693]BW K
BUEDNG IIEICHf:_F-K sMI�
2
BUKDNG COVERAGE 4.761 Sam GROBB FLOOR NEA 5A15 Saa
FLOORAREARATXY. DA MAXIMUM ALLONED
Om PROVIDED GROSS FI AREA)LDTSM
N / i /11
y 1
1
gy 1
OR FCYMIBRLY )
118E RRESFRVE AT ALV RVN
COIMNJWIYA390LLt)IOYV I
h� INT' I
DEr-D.arJeaeo
3a6.a6 sF OR e.em ACRES {
PID 00236Jp0 / '�
CONT y CTOR WALL MDT PBMpW
AMY CLFAIMNB OR WOIBR IwMN
BUifER IIMTE A PERYT flldl
00010 NCDEMR IIB SEEM coir O(TYP.)
CONTRACTOR MALL
TERMMATE TML 1Y FROM
' TOP OF BTBEAM BAR(
LOT BRE: sy RJ® NUMBEROFUNTT8IBIATE4
I_.Fi
rRDP: a1DE'llGxr
o-
� m Y
49q
�/�/�/��
iNAMWFiTYP4
PROP. R.O.W. AS
ffi o � $�
i n Y
<C
IXGT Lt1YU ALLY71IN IN3,,T TB DENGNlD BY OTTERS
TRAM 2.r N HEIGHT SHALL 4S0IA SgHT,.p
x CLEARED FROM SNrIRI p13TANCE
m
q,{ S5 E
j i 5?
OMORE VPORIMAIIION
DHC-(rYP.I a EaIT.RDW.
eJ.
0
/
ueow Wws below.
VBA•
2.�L 0•
EASFYENTrox
�At.►���-------
HOW OR FORMERLY
NISTOWC AARVW TRUST
ANDD NDRISWICHEF
AMD NANORNL-SEE DETAILS
'
�
--__�_--___---
PROP. 10YT0' SMiO OBTNMEO BY YILAGE OF
TRAAl1OlF) YARVN FOR ILAIIlTBIAMCE ��
DEFo-es9.t-1n
B9.N8D OR205ACRES
�
•
SRIRDMTAMCE aVEGETAl1ON A4NNEDE ERBF OP
BARB IONf fMARVIN SCHOOL ROAD PAA'erExrPeL � GRAPHIC SCALE
��-----
PID D622smm
PRM.RETANNe HALE
BY OTHERS -SEE
--------F ii ----
(EXST. 60' PUBLIC RIM SRN7316
ORADNO PLAN iRxl
EIEVATMNK"WALL
!MALL HAVE 4T HT, RAR
A9 BELERED BY Div.
PROF. FUZE TRUCK TiRIMROUNO
INSET
�V
PROF. ACCESSIBLE RAMP
RYP.1-BFE DETARS
10(SIGHT DISTANCE (INS)
�\ 1 INCH - 30 FT.
A
N / i /11
y 1
1
gy 1
OR FCYMIBRLY )
118E RRESFRVE AT ALV RVN
COIMNJWIYA390LLt)IOYV I
h� INT' I
DEr-D.arJeaeo
3a6.a6 sF OR e.em ACRES {
PID 00236Jp0 / '�
CONT y CTOR WALL MDT PBMpW
AMY CLFAIMNB OR WOIBR IwMN
BUifER IIMTE A PERYT flldl
00010 NCDEMR IIB SEEM coir O(TYP.)
CONTRACTOR MALL
TERMMATE TML 1Y FROM
' TOP OF BTBEAM BAR(
TRAA AT PROPERTY
UNE f,4
wNS
(
335 WA
LOT BRE: sy RJ® NUMBEROFUNTT8IBIATE4
I_.Fi
Lr°�R• NOW OF(ARIIHRLY
T3E YELAOFOFIl4RVni
ARMMRIM BULGING SEPAIRA K 10 FINN
liD 06223/1/ a MAPVN SCHOOL ROAD
pffD:3261-1Sl
ByO­ PLAN-BYPARS
NB OY PARSON
20,W9 D ORQNACREB
PID 06226Df0
YARD REWIRFAENI3
OMORE VPORIMAIIION
M
eJ.
ABH
ueow Wws below.
VBA•
2.�L 0•
/
PS
511 PRP.
1-
HOW OR FORMERLY
NISTOWC AARVW TRUST
ANDD NDRISWICHEF
AMD NANORNL-SEE DETAILS
'
�
r.
r
.X N
DEFo-es9.t-1n
B9.N8D OR205ACRES
�
•
rFROMx (Tna
PID D622smm
PRM.RETANNe HALE
BY OTHERS -SEE
fi _ 3
ORADNO PLAN iRxl
EIEVATMNK"WALL
!MALL HAVE 4T HT, RAR
A9 BELERED BY Div.
PROF. FUZE TRUCK TiRIMROUNO
PIIOP. REt40VAelF
BCLLARD-B' DG A8
3E xIECTR1 er DARNER
t' TARER ro FLUNI
�V
PROF. ACCESSIBLE RAMP
RYP.1-BFE DETARS
SMF M1I RO SMF(Rk
PRAIA. ow. /©
PAVEMENT COVERAGE: 1)9Tab
NO YES
RPu FL OMr
\ P
`
w
.
/
y�L
� 7 r
♦
SDI y - to '4-
p
PROP. TOTAL AREA 5,495 SF
PARIONG REWIRED: 5,495 SF / 250 SF = 21.9B SPACES - B EMPLOYEE SPACES
TRAA AT PROPERTY
UNE f,4
wNS
(
335 WA
LOT BRE: sy RJ® NUMBEROFUNTT8IBIATE4
I_.Fi
Lr°�R• NOW OF(ARIIHRLY
T3E YELAOFOFIl4RVni
ARMMRIM BULGING SEPAIRA K 10 FINN
liD 06223/1/ a MAPVN SCHOOL ROAD
pffD:3261-1Sl
ByO­ PLAN-BYPARS
NB OY PARSON
20,W9 D ORQNACREB
PID 06226Df0
YARD REWIRFAENI3
OMORE VPORIMAIIION
`u/
-OS --.rC.(Q
6+tlMa"q T3 FL a6IO WN. (VARIES) FLlan QLMRA'
SHF -(4 90 FU
40
ueow Wws below.
VBA•
2.�L 0•
FINNYeN: FL
REQUIRED BUFFEgR
1 INCH = 30 FF.
POPLA .� M.VL
�A124
FIR[ NO. YF 58 FL RFr
SMF (Lk OYES FL SM1 (RX
YEs R
YES K
PSOPIAD
EIOSTING CAX
CONCRETE PFD
RECLINED sCREFriNIt
W(M ELECTRICAL
EGUIPSENT
FN R ND s TNF:
NO YES
SMF M1I RO SMF(Rk
PRAIA. ow. /©
PAVEMENT COVERAGE: 1)9Tab
NO YES
RPu FL OMr
\ P
`
PARKNG OATH (RE°UREMENT)
OFFICES REQUIRE 1 PER 25W PLUS 1 PER EMPLOYEE
PROP. BULLDWG APPROXI 5,495 SF
PROP. TOTAL AREA 5,495 SF
PARIONG REWIRED: 5,495 SF / 250 SF = 21.9B SPACES - B EMPLOYEE SPACES
-
R1VNIb: 2/ RRD��2(IVAR)
PI0U8F8: v HARM_ 21V Cy_L
WA
CMpo WA L.INI V Sp- WA
NOW OR FORAE%Y
ROiAREDOYIMIREEM d
vasIREDDVRAw
DEI:D:3IBB465
13J.T91 D CRaOa ACRES
HD 06225012
PROP. RETAIlNO WALL BY
OTNERB - S FROM RACK OF
CURB, SEE GRAONIG PLAN
PORELEVAl10N--WALL
_NA___
NA HAVE 4TT1I BAILM
ORRAMENTAL FENCE AS
xLECTED BY OWNBI
-���
AY)ETN PROPERDES LLC
DB3).t5BB67
I_.Fi
��•3'
liD 06223/1/ a MAPVN SCHOOL ROAD
0.f
ByO­ PLAN-BYPARS
NB OY PARSON
__RECEIVED ON n
VIII
OMORE VPORIMAIIION
GRAPHIC SLE
ueow Wws below.
(IN FLET)
Call before you dig.
1 INCH = 30 FF.
�RlE�J
A`
'�'PUNRE FARMBeB MARI(ET
OPEN AR slnucruRESro _ I'�•. FUTURE �4
PROP. BTOIWWATER BMP -SEE xDESIGIED er OTHERS STRUCTURE
p11101NB PLANS FOR MOREIWO.� fFEy"HN '•
W.
�, PROP. colic. BDEWALMJ s �a.
(MJ -SFE DETAMS , .
PROP. AlPNALT TRAIL
SNALL TE FL.-
.000
LUSH'
- •� �''' YElA(9E FOMERLY
16 _�� r '�' ♦ � - � �� DEED.e5/B6B) V p tpPAR
!XIS(. POWER POLE (TYP.) � � � ` 15 F1i0H1 PIATCAe MF1LE 910.911 ti2'. -A
151,)09 BF M4681 ACRES '4
-- •� _ yP W Po Om253BD4 � � PGN
T30 OVFRNEAp UTILRY UNE FSMT.
PRa.rrawa
OINITBt • TIES ESTATE
PROP. SID. WfYA9PIALT � STAN�E-
Pwr.(rw1-xF DETAEs SEE BIER
Hq SHEET
PROP. RA AND
L AC IL
1RA. ALL
DIEARC­­AIq COMPORFACTION 91ALL BE
PBTFORMEO WRNBAMDTOOLSAIRO
LwNT EOIIIPMBIr NKN As a1arBTEm /
.lAAM811NIN FROM rr /
M /
rr LTNea GGTTErtro � ��.�.
rr cults a OUTLET mr.) � WT E%RTIC ro1YErt
TO RFMAM
W_ POWER POLEC".) TO REMAIN
M
n{-N10P.CURAW-!EE
ARLII
CUM,
PRor.2r I4UlIIm(-.)
.l
KRMEMIE
_ VERB(nP.)
•xE DETAa!
. elaLnnRe -x
' ARCR OWDS. IDES
� 11011E MFORMAIIDN
�' i /PROP. CORAL MOEWMK
moi- mP4-SEE DETAu
PIIOP. PERMEABLE PAVEItl
(M.) -SEE DETAu � r
PRor.ArxrIILTTIIAX. �" ' '
mP4•FEFOETAEs +E
. 151 aO/ APPROX. LOCATION PROP. 0.0.W. (m.k
BNICIQINOFF RECBvm oN Smeta
•
esFOR YORE INFOIWATNR
vto D tt
TDR SMALLLOpIpIATE APPROE COMIRACTOR SMALL CODRDNAIE IEr✓'
CTION MIRAI WRIIEWT. CCWli1lICTIOM OF ALL NPROVENEHRS ALONOa '/
AL �YMYBIT T°REYNN WITIIII RA.W. W1111 PROPOSED ROANVAY
��.-�-� YNROVEMEMTS BY OTNEA-.SEE KAN-BY
pARBONS BNNONERNOFP RECENII OY tM1V2N6 JPPROX- LOCATION OF
POR YORE IIFOIUTAT C*i EXISTING FIRE HYDPANT
W4
i► -
1,
w'• PROP.ITCOMD BAND (nP.)-SEE DETAMJI
CONTRAC100. SNAIL TE PROP.
PAVEMENT FLVBH ro BO4T. ITYP.)
PR01. PAINTED CRO! RVY (TYP.)
-SEE OETAai
�' PROI.rlAPBIroFLuax fTYP.i�
.Yr KvaH cuRe mPJ
PROP. r CURB a OUFlER
(TYP.)-xL DEIAaB
Q ,^
A1XvaR FQrRIBEr
/ PUI.IE lRMECQRPDRAnaN
DF[D.6004COB6
1W,0N BFOR A3N ACRES
I PID 08!15293
APPROLLDFATIOMOF 1
PROPM®RA.W.N
DFSIONFe Blsro
K DFDICATEDTOI®roYCOON. R
PROP. STORNWIITER I
el/ -SEE GIIADIIB
PRAM! fOR MOTIF
wFo 1
O�
MDW dRFTMMERLY
AY)ETN PROPERDES LLC
DB3).t5BB67
)5315 SP OIR 1.719 ACRES App�X LDUTgN PROP. NlYI TOWN ROAD
liD 06223/1/ a MAPVN SCHOOL ROAD
ByO­ PLAN-BYPARS
NB OY PARSON
__RECEIVED ON n
OMORE VPORIMAIIION
GRAPHIC SLE
ueow Wws below.
(IN FLET)
Call before you dig.
1 INCH = 30 FF.
1622
Z
z
rc
J z
J
Q
z
H
Z z
CL
J >
LLI
Q
U)
IBL
O
W
Q
J_ a
3
O
f0
PROJECT MFOIdA1gM
PROECT MARMRBt: NAM
DESIONEO 91ft. 7M1
DRAWN BY: CMAC
PROJECT IAaFBC EM460
0M$NALOATE BIWTTAIT
SHEET: //�
C2.0

GRADING NOTES 11, THE STONE BASE SILLLL BE COMPACT-- OF THE MnXSUM DENSITY MTANABLE WITH ! [STING SANITARY SLIVER SHOWH BASED ON - - / , IST. Ml u o 3 m 8
THE MODIFIED PROCTIM TEST(M9HTOTIW) BY ROLLING WITH RING GR TAMP-I ROLLERM /DRAWINGS TTTLED `SANITARY SEWER a WATER PROP.iAN eWL R_
1.TOPOORAPI6C INFORMATION, 8MOMI WRNS PROJECT LIMITS. TAKEN FRpI TCFIOORAPMIO WRHAPNEUMTD TNiED ROU Fw WIRIA MSI--WRIGHTT OF TEN TON°. WHEN COMPLETM: 859.10 ED. I DISTRIBUTION m SEINE ME PRESERVE AT BOOMDUMN �i/INV. IN: 648.37 (MH/24)
SINNEY OFA PptiI011 of TAK PARCELS fDsa4 BY YAfBMWC WM1LNMSa N011lE. ANL_ THE°A9E LOUR.SE 9INLL BE SMOOTH, NARO.OENSE. UNVIEIDMIGANO W£lL BO1bED. L'( MARVIN' BY YN2BROUGH-WILLANS a HOUE, WMIDL[ gggg�
DATED Dv2a,6 INC. DATED FEBRUARY 11. 2016 INJ. OUT: �.� yG fi
1Z. SIDEWALl496411 BE COfN9TR1CTE0 OF NGT LESS THAN 3,600 PSI CONCRETE
-SHALL. ADI 4
2. MPRWK OFTMRPWIIS NOTANALRIK1R12ATIDN TO GRAOE.ADIACENT PROPEATES. WHEH 44NCFIES THICK CONSTRUCTED ON AN ADEgLATELY GRADED BASE. SUBGRAOE BHMLM
FELD CONDITIONS WARRANT OFFSITE GRADW, WRITTEN PERMISSION MUST BE OBTAINED TEST. TME®SURFONCE Of RE BpEWNX 514LLL BE 1E131RpNl:L AND LKYR BROOM Fp l '� 1 / �/ �- W u
FROM THE AOJACBR PROPERLY OWNER(St / /
AROVIBEGAT ACLEPTABLEcar+ 7 FIVEGCOWOIMD. AABGN MHTS
3. CLEARING GRIIBBIH STUMP BEP£RFOIaIE) Y6RIN THE LRILS BROWN ON TIE FLANS ALL PROVIDED AT MERVMB aF NOT LE88TWM FEET
TIMBER. BRUSH RWB,SDNPB.TREE9, OR OTIEN VE(ETATI0II CUT DURIIGT/IE CIEARMNG ITERVKB OF NDT MORETMNH PERI FOor. HIR FEET. TILE SIDEWMX" iMVEwIATEPAL
ANUB LWEI1LRRENG 11E COIRRKTORS RElpONS611LR,'rO Gl9POSE OF PROPp16.Y. SLOPE OF d1E-0UArFR(1HIwCH PER F00T. /-
ANG SHALL BE EITHER REMOVED FRpA TiE PIlD.IE(:T9lTE BY THE ClX1TRlYCTDIi OA -
SATISFACTORILY GISPOQEO OF ONSfrE WITH APPRRWKFROM rHEOWNER t3. F61 EMBM4MEM5SIMLL BE FOMED OF SURABIE IMTAOAL PI.ACEDwSUCCESSNA / , {/\ \I( 'I J / )/ // I "_
urERS NOT mExcEED MORE THAN SMMINCA,ES INOEPrH FOR THE FULL wDrH OF THE i . \ I Y / / `--
4.TREE iGROTECTION Fr9IcuNG Musr BEI+sTALEo PRIORTDANrY LAND DIsnwaNG AcrTVRrr, c6osssEcrION INauoING THE WDTH GF THE SLOPE ORIEL NG sT1Avs.1REE8, eRu31L ")
RUBBISH OR OTHER UN6UITABLE IM110LLK9 OR SU86TANCE3 -
6 WHEN LwOEROHouND oeeTR,UcrIONs Nor 91IOv.T+ON THE CONSIRI1CIIdl DIMWINm OTacx, EMBAMI(MENI. EM:N AJCCFssrvE slx (R rNCH uvER SHKI
M--' v COMPKTFD In
PIPSG, ErO)ARE EHCOIA4TER®, THE coNRMCTOR SINAL PROAwnr REPORT THE corNFLlcr THE sHEFpe-FoorrKcxlG FroueR, ,aTOH PawER Rat[n. PNEUMAT1cTmEo RpyETt GR
TO THE OwNRrs ENGINEER.Au auNCEs aAur BE APPROVAowvmrtlO Br THE ENGNIEER OTHER METHGGS APPROVED IiY r1E ENGINEER EMBANIDAENrs ov1RAN0 ARIXSD ALL RPE EXIST. 64/26 I I / BASED ON DRAWINGS TIRED SANITARY OWEk'-
eEFGREcoNsmucnoHCANPRocEED. CULVERTS Swat M DESELECT MnTENMr,PucEGMIDn,OROM YTA ARoU ID RINI: as7.78 I - / / / ' SEWER EASEMENT srgNN
cpMPncrEOAN,ARECTED BY TIE awNI:RS GEOTEpr9ou ANGIHEHL \ I
IHv. w: 65007 (MM/27) ( / 4' ' / a WHITER DIsrnteulON m SEINE THE `
&CONTRACTOR SHALL BE FULLY RESPOILSIBLE FOR REPAMt ANODR REPLACAAENi OF ANY INV. IN: 649.9° (IV177). I i / FI Jr I / / ,
ULETTES DAMAGED DURwG CONSTRUCTgN 14. ALL 804IG'LL SHALL BE M L[AY RASTICRY. FREE FRGA1 ROOTS. VEGETATIVE MATTER WASTE. I 1 , {' / / PRESERVE - ILUAMS 8Y \ ) ) I 1
INv. our: 64976 _
wrlsrRucrloN NMTTJIML, AID orHEn oeJAcrpwBLE MATt9,Ml9AD MATERIK SHAD BE � ) � x f /� .X / YARADUGiI-WF1MM5 a MORRIS INC. DATED _ _-_ --� /
]. COHLRAf.'TOR 9HML BE FIALY RF.SPGI191ME FOR PROPER REMOVK OF ALL T AN ORUf.'DON CAPABLE OF BEING COMPACTED BY MECIMNICA MEANS AHOTIE MATERLLL SHALL IMVE NO r it „fes �-7 / / /. / FEBRIAAR,' 11. 2016 -
LOCATION.DEBRA ALL WHSLE AND DEBRIS SIAL. BE LECrLLLY DLSPO6ED AT All OFFSITE »3 ONLY TO FLOW OR BEIMVE wAPL/3TIC MANNER UNDER THE TKPNIG GLOMS OH PR'10F fJ/\ \\. I. i� \�J ` �_ / /I ,'
--
e. ROPD SHOULL1ERs. "ALES, TMpL4TFLURBS. AND CUTIFEL BANKS snpaL BE CpMPLETELr 1S THE CONCRETE ame AND GUTTER s,IAU BE oONSTRFcr,flAccormlNGmT1E LwF5 ANG + /' l 4 f / /' '�'\ \ -„G, /\} \_ l �� „ INaJ
DE33FD BY THE CONTRACTOR AND SEEDED AS SOON PC59MLE THE CONTRACTOR S4- GRADESESTABMSNFDBYIHEENGIEEN. \ \ /
BE RESPar BIKE POR MAIRENANCE OF THESE AREAS MTrR A PERMANENT STAND OF GRASS�y\CARpC4'O�
Is ESTABLIAEG. 1s. IN ORl TO ENSURE PROPER ORNG
NJ - Cum ML SHHAW A MIHIMId OF 0s SLOPE. -•Qp yBac••c.4c1`9
uNLEss sPAl cuReSiNDI.ATED aNTYE PLANs.cp+rRACTOR9wLLIE RESPONSIBLA FOR \ I�"' 1 r )` / / 41POSITIVE / / // \\ ♦ \ \ 11 1/( 'l-••~-'^'•'
9.CUT PND FILL 9lOPE5 OF ANY AREA 9HA11 NOT IXC®TIE MTIO CF 3I.,ME58 MOTEO OBTAwING DRAIMCX AT AU INTERBECTHOa6.SPI- CARE MUST BE TM(E/N AT
orneRASE LOGTONs wIeE SP91 pNRBS wolraTeD. \ f J �I \ yl i /r f T / / -_ _ _ -_ - ` _ - \\ / T / �. / / 1 . f = i. C-66 ° e
,D. STREETS sHML BE pRADEo IN AtcoRDAHKE vmH THE LelE9 AND cR.AOX SET ev THE n. Au P1OPOSED pMOEs slloLVN GN THEA PLANA ME FHML cRAOE.s. wNrRKTDR swLL BE \ I \,- /Y - �� // //j / / ,' _ \ \ .' OVERNEAo Ir LTry uNE��y�T f I 1 ' I / 3 ria Y}r
ENGINEER BEFORE PLAOWG CWBAND GIlrTEfl OA BI SE ON TILE GRADED 81RfliIDE,THE RE3PGNSNILE Epi OETFAANIBIG TFIE MPROPiMTE 9lI8GRHIE ELEVAlNHl9.OR
/ \ \/ I \ J /( "rJ� /
sLxlca+roESHALL eE coMPACTEo ro looxw wmrAASHTo-TAN wo Ncoor
THE NITSERVE AT MAivIN \ 1 l� i / / I tf / / •\ \\ \ t!i \. }. I �'�iO•''�.,,•_„•fSQ 9
sPECIFTGrIOHs sAcrloNs sos. AHO TTEN SHMI BE PRooF NOLLED wTIEPRESENCEOFTHE 1BTH,E NLmrAssuMES NO RESPONSIBLY FOR TTE STTa,cruRES ANDA]Rt aosm GRAIMACE coMMuwm AssocMnOH INC. { /'/
ENG,H .RACESTHnrMEFWNGTOBELoosA.soFT.oRGOMPosEOa:LVIBURABIE SYSTEMIEroHorIEPLA?<JCWW. \ ti" / --_ o�F
MATERMLs.WHETHERINTHE6UBOR ORBELOWR.MUSTBED000UTANDREFLLEOWTTH I DSFOOR36.%G3 J)// I ��, vxoPw® / /' f KOTAReODr MAiEE.M
300,695 FD oR 6.903 ACRES 1 ! 7J' / / / ! nHMwl
NOW OR FORMERLY } ( \ n
SURABIE MATERIAL ALL BIBANIGENIB OR FILLS SMALL B£ MADE w 8IXJ11Ci VERTICX LIFl9 r PID 06215390 i _ / GET5DDY RAVI 1 { \
OF SUITABLE MATERIAL THE SHALL BE ROLLED WITH A SNEEPBFOOT ROLLER AFTER EACH i / Q / '/ IETMNNID WALLTO /' / OEEU5898-655
LIFT. FOLLOWED BY A WHEEL ROLLER, EACH WEIGHING NOT LESS THAN TEN(10)TONS. � f I F 'a.aaai.a
( I i .1 fXISTwG 20' SANT � / / � / OLNFRS 133.294 SF OR 3.06 ACRES \ } { \ )
1 J / PO 05225012 I CAR
I SEWER EASEMM / � / ■ / j / � } \ AppRwLLODeTmN ar _ '�N Off'•.
RETAININGWALL NOTES: !' 1 1 r l t FwopoememnEV
aorl,Ew
,. COMRM;TO BY A PROEREaPON ENGME wvwo ALL RE IN THE TALBFNORTHO 4. corrrRAcroRAND KRFORJAING CASAINGT PROFESSIONAL AIVYRE QUIRE -� / ) ,•. ) / / t ) f
ANO SEALED H OA PROF ENCIwL ENGMEM I E IN SUCH w RE STATE OF NORTH RESPONseLE FOR PERFORAwG aR cML9Plo ro BE PERFORMED MrY REQUIRED TESTA 1 I / l / / / / C 1 _ / 1 • i'ur 1622 _ -
CCEOLINM, WHO IS EKPERENCEOANO GLMLB"EOIN3UCH WOPo(. STUDIES, ANKYSE MININUHAT RIMY BE NEEDEDLUDET ORT TI£GESIOH OF THE J f ` I /
RETALIINO wKLs-MINIIAUM FRFAUIREMEHTa ILiIDE THE FOLLowwc: aANTMFJ
(/Y''pn �.r / r l /1 WELL
OMPJNING
2coMw.crRx+S RESPONSA.E FOR ABUIDINGPEFORRET
RMITAININGWALL CGVERTURNrNo /. / ,�( 9AWER EA6EMAR / / �"{ / / ,W"p4
PER / X06 FLARED aq I YO
CONSTRUCTION PSTATE AND LOCAL GUIDING CGOES. B. AIDING ( - Y / 6VW6)6. �f.YIKI /(TW.1-BFB
/
S CONTRACTORANDCOHRMCTORS REG131- PROFESSIONAL ENGNEER AAE D. ECCENTRICITY .. • •a.• .F y
RESPONSwIE FOR VERIFYING THE DI:BIG`I SOIL PARAMETERS INDICATED STHE E-FAA,-
GEOTECHNMx REpORr.TIE3E VKIE9INCLUOE. BUT NOT LIMITED TO: FRICI)011ANCiE F. EXCESSIVE SETTLEMENT
ARID COHESION LOEFFIC1ENi(C1. SOL UNIT WEMAfT. SOIL CLh591FMATiON.AND G. wTERW15TABlITY // / /
5' P
RETABED
REtMNEO JOED LATERK EUVtili PRESSURE COEFFIOIENT9 FOq REwFORCEDZOAE 90R. H, pTlsoE RELLIFIICIND FORCES 1NCLlIDmINDESIGN / TREE VE
ZONE SOIL. AND FOUFDILTIONZp1E SOIL LOMPONEMS AB OETERMNED FROM / / ...: R / \ e1INA M, Rf:P IaJ,68 M _ //
THE FOLLOWING IABOf+A,ORY TESTS: S CONTRACTOR AMDIbl/TRACTON9 REDETAEO PROFESSIOwl ENGINEER MAY NOT l .. _-666
A. STANOPLtOCip1 AlQl10E OA ASSIGN TO OTTERS ANY OF TILE OBLIGATION.40RITB.IN NOTED ABOVE. \ / .... MIN ... YRFJ11F 6ET1ADK it RCp TC1A46 - 4q I I 7
B. ATTERBERO LIMITS / i _ _ - - - - 6II
C. TRAIN LSHEAR YSI$ a ASTATEMENT OF SPECIAL HSPEGTMJNS 6'H,ML BE -E. BY THE CIWTM(.TORS f ✓• - 70 Cl6L, �
"..�: �... G1068WAL(elYM1 NOT
D. TRW(ML SHEAR PROFESSIONAL ENGINEER RESPONSIBIF FORTHE RE T/J14NG WAl1 DESIGN Adw / -'r( a FJIGE®]M%
REGU T10N FORPEFWNCEWOGCORDANCEWRHTIE SPECML wSPECTgN /
REWIIENENTSOF THE HENDNORTH CAR0LSA9TATE BUILpNO CODE,
7. w FI K REPOR of sPECML xEPEcnoNs. GocuL sN I c TME coMPLs ON of ALL
LEGEND SPECULIH9PEcrI0N9 ANOtGNFIRMINGTHECORRECTIONOF-DrBOtEPANCES. /h\ 6• ! -�•� / f / J�
sHAu eE suBMrneD PRIORm SAMMNCE OFACERTFIGTE aF usE ANP occwANOr. w / f / ,�+/.KnJww1INe
PRO,, RETAwwG H- e. OWNER SHALL BE RESl FOR HAVING A PROFes9IpML ENOIEER. REGIsrERED �- ,-`6°I'
LATHE STATE aF NORTi CAROLIMAA, CERitFYTINT THE gETASING WALy3)WFAE BURT
wCONFORAANCE WLTIN Iif RETAILING WKL DMWING9, THESE SPECIFIC NOTES. AMD / �� / PROPOSED GTf]I r /
PRD^. EDGE 11F PAVEAEI/T THE LpISTRUCTIpI DOCUMENTS. %^� y6°°/ MeS RYPJ-6EE 1 S",�i -. Y Z N
Ali ?
ERCP. I'd CURB6 SURER 9. TYPE, LENGTH
ANMLEG4-TS EN BE PER DEVTHETOPOFRETANION
TYPE.IENOTH PNDIEIGHT 9HAL BE PER DEVELOPER SPELIFIGTION3.
E%1ST. EDGEOFPAVEAARJT --- -
M
sTPRDPDeFn ,� ns A 1 uFA7 y 1S� 1rw /
IDLA66/
PROP. COACPFTE PAYEMEM /j / / IIETAIMSB WALLTO BE DEM oLY,�--
,;
EOST. LroNroBR --"647- --- / I / / \ / // \/// '0i�' b C" TS'� (a
PROP. cpnouR gM.-- F / 11 / j/ /I / fl � / ST-ImaFE�Txi�Mu � a
rrxw.LAWrs it psTTnmwce M� I. TIr II. o f JI I I / 1. '\ '� '\c> // - R •� PRaPwm. ( / f NOW oR raiMERLY
ANA peoPosED :
/ TOP OF T K \ „ a AREA ORAS a'R DTiDP `" s f RILTE HOME CORPORATION
PROP. GM7EDROPRAET / I NOW OR FORMERLY �- INIFT t TJ V li' J+ /i 4 SIF O04-0088
LMNMAr RE EMBANNyEM{c- /� �. - t� (ryp.)-6Fi __ i yy \ 199.984 U OR 4.591 ACRES
/ / \ \ \ e11PPA1 G Wr0.N DeTAas (TYP.I.6AA ,u g ph
/' HISTORIC 6593- TRUST \ 1 ITYFJ ,Fp - V RXrsIM Uy�j OETALS 'ybjY Y e` / PN 08225133
I I
DEE :6593-125 \ j JY•' - ~ 7 MTMA4 c Y�y T _ ..
89.298 SF OR 2.05 ACRES \ ° \ 4• ,r 11CP \ _ ti 3 " '
PROP. aIAFMUOLE � / f PID 062250098
PROP. sTGRMJG6E '� tI I ... \ \ °�• �' �' .'' �.��4 � � � u11A6 �. w t • \ - - // 6>s ,� � � \ ,. ` I A �\ z
FUTURE
PYd]P. FLARED EID SED]KYI ,. \ I , , _ STRUCTURE
® I \ \\ _ _•_.. \ / - I / � � >�M \ �' \ \?i - 1GROPOe®iBN0M011
_ _ ila / ,n f ff" W MAmNe J
\� -��� � Dw /� °� �. r PRIJPOt[DORY Ory ��.. � \� Sas // \RYP4•eEEDELAu J
PREP.
-AP" \ / -- OA eArR WIIMeARo. pMt • / / \\\/ 1``
PROP. PMCSTLYMTPTPE(..OL} ,e• ''\ // _ �s ApPRwL. LouTloiF DF \ �A / F�nrA+ // f/ �/ \ \ / -_'
EJBsr. sTrnMPPE -SD SD X30/00 \\`I /!-,,,- / ES^'� / 6�A - nane9le �• \\ EM1 _ I \ m'.)-a�DArAu / , \ I I T'� Z
- PROPD36U RIDMT-0AY BY , /j �f �\ •"T-
D,6EDSTwAT�iLNE�
z O
/ r NMt4Ls��" I u� I / 65 `�Wg� - � y ? ��y � _ `gyp '�'•` / / � � / I � �J�= � Q F--
PRDP.wATERLWE i M �\��\ ���_ /'( 'PLte•. pµoP. - - � �6T 1r I ) +i{`� � ( -u _Z
A6sr. SAMwR sPPE -ss-ss 6 = T6. FpO1T I \6 r L'•r ! // /
` iHNow GGE of MNPAYN
DOST, SW. SMR MMWNDLE 06 DEED-5281-121
20.909
PMAP. SAN. sY,R M4nFOLa - --.y \i�"IA'PIE� 1/ '�'18\NOW FORMERLY PROv. S. )' p° I ra. WPID 06225010 za
WQ
TOMOR p Q
VILLAGE OF MARMLL
N
DEED:6588-891
1!\ FAAANTT ZMI PUT CAB M FllE910.
\
O
EGST.SAN.SWRFOR(FANLU
W-F1L--FM---- ` _ _ -p4 6>� / \54.70.pIo 062253 551 Es'' ~~ i Putin.+C \ j-�-'-"
Ar
,DST. ELECTRCLNE-T-T-T- - - - - -' _ / �i \ lwF».. I
_ S
NOW OR FORMERLY
ADEN PfloPERRES LIC ROADWAY PROJECT Ff9MN710N
DEED 6588-697 WpROW MEMS BY
75,315 5E OR 1.729 ACRES PPDECT MANS TMM
'ROP06EO �'� RD 06225414 DESIGNED BY: TMM
GRAPHIC SCALE DRAWN0111. CAC
AW
EOST.-NCELAE-X-X-X-X-- + -' ✓ °" • GOJECTMAE- E1OrM
�� OPoO►Ml0.ATE O6eTl2017
(IN FEET) I(RDW Whaf'9 below. SHEET:
1 INCH = 30 FT. Call before you dig. C3.0

- FWIS SURFACE OF PYC CLEANOUT SET a• AIgN OF SOE
GMDE-SEE MEdA SHALL ABOVE SURRdA101NG MEDIA O]0.50 9LOPE90:1
giADING 'Tor GRADE -SEE RAN FOR 0•CLEANED WASHED
RAN RNER.ULIS LOGTIONS (TYP)-CONGRETE'9ARD ASTM CSa S
•SEE NOTE BFLOW t EJb'(6E0 AREAB VATHW
AWN SAY OF SAND FILTER
SHALL BE 50D(tti.)
I' LAYER OF CHOq SUBGRADE 85%
STONE ABOVE S'TD. PROCTOR AefMD flea
UNDERORAINs. USE WOVEN FILTER FABRIC -
ae oR aeu sTDNE
(MWAFY ,AGN oR APPnovEo Eourr_)
sAHD RtTERro '' -,
wBDRAB+(M) �� - WRAP CMOKRiG 9TONEVIfM NON -WOVEN
UNOERDRAINS e'PVC PERFORATED EDUALIFOVERIw.SEN.1r NOIRiPPROVED
-SEE GRADNH-PLAN AND RAN VIEW OF SKID SAID RTE11 aEC11ON
AT I
FRIER FOR NlM6ER aF UNDEIIORNNS N.T.L
sNO RTm r�mrs' REQUIRED
PJC PE1rFOPATED RPEro DAYLKiHT
Frnuu��vetxL,Jnn mrorxF OFalr�iDaxTNnrn nrelaFPAart wMBxo ln,Ba
�� tFRwa w,rEasamur®aarw'mlrts��uu �>te�n�iro
a mA.am.>:Roren,E UNoamw+NawtaEATIEwvTrxn®m
taRw.e ITpEI 6¢[ aHNt NOT 0E mE,TtR nux , A t0 , , a w® M
o�I�nuc 5iax.oa ewnslen.Fm.o�mvw�..s®wtee v..aEaw
RTM rAartc ws, M¢TA � MM�BA�R,,,E�F «D�MafN«�rR�ED�
EarAT ��Dallo�N«sx
.Tp-.aAbtOgN,L1EwWTef wel Nt®NCI[RY Wn 19.:IafFr. BOIL
PPE.amaNClEewgMEl - aaa,�ntrq Wxr9,naEvmYE xgxpRn
MEFACIRY.TNE TOPOFTNEVOiI &tut
SAND FILTER DETAIL
-oaxTRActoR aHAu vaErTw.T arena aoBa xAVE
A WxIWM HYDRAYLK COxDUCTNn'/ OF OA1 NYIxI.
IF Leas THAN 0.N xe1,R DOrrtRAC,OR 911At1
RBIOVE AMD RERACE Tor u arcxea of Ixa,TU
aoxa wrtx surrAatE toi roR DRAaMDE
DRILFD NrtO rt (FYPa
tr x fr clAS3 B RPRM
DRAINAGE TRENCH
W Fm T W Mx+AF Lora
REFER TO POND uYOUT
FOR SPAGNG
OF BERM
SHFORCED
FROM- COMPACIFD
CLAY OR OTHER
SURABIE MATERIAL
B RE'RAP
////''EEAARRTHEN BERM SWLLL F%iErDro
' BOTroM OF FOREav BETWEei
� // TRENCHES
SURFACE TREATAIETfIOF
SIuIO FSTER-SEE
DETAK TINS SLEET
FOREBAY SAND FILTER
BERM DETAIL
Iiiiiiiuu■
u■uouu
' uuouu■
�iiinuu
rwur
uu o�u.
111=11FII �I
—ill—IMP
ot
■
Q rBASIN OUTLET CONTROL STRUCTURE - A101
xoRTH oRExT® ro
NC ORD INADar�atll
7
\
GRAPHIC SCALE
A■■M(
IN FEET I
z
r Tftoj C
1 INCH = 20 Ff,
s
j1
11 Io
V vm nra )
a '
"IT1mI
xnArx
I I
1_ _ _ I
________
--
aaertlTrra
g
i
SIDE ELEVATION
c
ELEVATION
KN ~.below.
trrVc
7
,Y ,Y
Call Brom you di,.
-oaxTRActoR aHAu vaErTw.T arena aoBa xAVE
A WxIWM HYDRAYLK COxDUCTNn'/ OF OA1 NYIxI.
IF Leas THAN 0.N xe1,R DOrrtRAC,OR 911At1
RBIOVE AMD RERACE Tor u arcxea of Ixa,TU
aoxa wrtx surrAatE toi roR DRAaMDE
DRILFD NrtO rt (FYPa
tr x fr clAS3 B RPRM
DRAINAGE TRENCH
W Fm T W Mx+AF Lora
REFER TO POND uYOUT
FOR SPAGNG
OF BERM
SHFORCED
FROM- COMPACIFD
CLAY OR OTHER
SURABIE MATERIAL
B RE'RAP
////''EEAARRTHEN BERM SWLLL F%iErDro
' BOTroM OF FOREav BETWEei
� // TRENCHES
SURFACE TREATAIETfIOF
SIuIO FSTER-SEE
DETAK TINS SLEET
FOREBAY SAND FILTER
BERM DETAIL
Iiiiiiiuu■
u■uouu
' uuouu■
�iiinuu
rwur
uu o�u.
111=11FII �I
—ill—IMP
ot
■
Q rBASIN OUTLET CONTROL STRUCTURE - A101
PIPE COLLAR DETAIL
I I A IrD^ of otx - an.lo•
f � aFuwr am - ni'cA
.. Y c.Rm mNCPt-rE u= saNs �
rvtNtr IraWm� �"FaSh,�m°�" NGOXCi.I Y
A MI f1WIlR
SGLG N.T.S.
4X r■L
Tor oDur - en,o' A
vtw�o��rt s¢ nvl
Duren ow �Ruwtr cRtsr - a115r
` sECTaat R -B
SCKL -T.
Fu Ftbv«Nwr (Trr.)
CONCRETE EMERGENCY SPILLWAY
01S CARQ"'�
l�
g �
C-66 �i c
/Jnmm�atto
1622
i
J
tu-
� Q
Z
c)
4z O
J I--
a Z
i% w -
Lu
<
J
LL LL
o O
Z Wf^
c V
m J
� o
3
s
FROECTIWIV,BEN
a:slDrEn ar:
DMWN BY:
PROEC) MIEEER
ORIGNYL DqE
SHMT:
C3.1
m
$�
$ysi
z
.n EIE.
j1
11 Io
V vm nra )
a '
I I
1_ _ _ I
________
--
g
m g
SIDE ELEVATION
c
ELEVATION
w
r
,Y ,Y
<e
tY tY
,Y
$
tti n nry nm P.Le l >a ,Y ,Y O.aMa
nma w tY ,Y
asna a.o a Ile w w ,r as
+r ,r a.erw
�wua
eao.Tz
� .xw o,Netw
ws txM ,:r'ua
fY tr
eao.is
PIPE COLLAR DETAIL
I I A IrD^ of otx - an.lo•
f � aFuwr am - ni'cA
.. Y c.Rm mNCPt-rE u= saNs �
rvtNtr IraWm� �"FaSh,�m°�" NGOXCi.I Y
A MI f1WIlR
SGLG N.T.S.
4X r■L
Tor oDur - en,o' A
vtw�o��rt s¢ nvl
Duren ow �Ruwtr cRtsr - a115r
` sECTaat R -B
SCKL -T.
Fu Ftbv«Nwr (Trr.)
CONCRETE EMERGENCY SPILLWAY
01S CARQ"'�
l�
g �
C-66 �i c
/Jnmm�atto
1622
i
J
tu-
� Q
Z
c)
4z O
J I--
a Z
i% w -
Lu
<
J
LL LL
o O
Z Wf^
c V
m J
� o
3
s
FROECTIWIV,BEN
a:slDrEn ar:
DMWN BY:
PROEC) MIEEER
ORIGNYL DqE
SHMT:
C3.1

PROP. r
PERfORATm MDEROI
AT/I -SLCPEV
PROP. tr
CGMCAEIE <
lAMD (fYPa-
EFFOETAKB
I�I
i !
PROP. SCALDING v \\\
AE.BM.TF �_
PRM.RIIRAR-
' ForlEeArBEq-
`�' `: SEE DETK TINE SNlFT
/ r
PRO. PVC LEDERDRAN BIMIl
CONVECT ro cePnou YRTM A
r Du oRFIce fTrPa
OP. TrcOI1GETE
uED Rna -aa
FFAu
`�.tr Rd IRASN M
`tCONIRACfOR aHIALL KIMVINL FLEBB THAN F.DRMNI. cGMrRAc10R
ORAOE wTiORAIXi PDI sMALI REMOVE ANO REPLACE TOPU N1n1EN OF
PETAEABIE PAVEI D]TTu 9oL VRT1I BUTTANLE saIL FOR ORAEIACE
PERMEABLE PAVER
MARRENANCE AND SCHEDULE
•HEV RLL EM6WKMEMT
PER OEOTECIRNCK
TASK
/
: EMMiEER '•
//NR�ECWAIBIOATOIIB
INOECT PERIMETER dF INE PERAtFABLE MVEMENF FOR EROEDN.
ELINAVXiBti O
10' <)
RMMtT THE EUIIFACE OF THE PERNEAME PAYEIEM ioR TRASIL
DEBRIS, WEEDS. SEDNJENT. AND MITTNIG AMD CRACIOIO.
OUMlF1RY.
N%TOBNEWATMMi WELL FOR WATDt PRESENT IONBDI THAMS
DAY, APTEIA BIOVAR EVENT
MOMDlY
-
/ V CJ
PERFOIIMABRRE INRIIUTDN LEST FOR 111E PENFABKITY
Of THE STRUCTURE.
YEARLY.
REPLACE SAND M
M NEEDED (EXPECT ] YEARS).
.... —F --e—
APPROX. LOUTOM OF
--Y - � TEST PR PTLOM
EXISTi
1--c ; ___
'- '
art- i
e n
a
r H N
l
PERMEABLE PAVER
MARRENANCE AND SCHEDULE
TASK
SCHEDULE
INOECT PERIMETER dF INE PERAtFABLE MVEMENF FOR EROEDN.
QUARTERLY. -
RMMtT THE EUIIFACE OF THE PERNEAME PAYEIEM ioR TRASIL
DEBRIS, WEEDS. SEDNJENT. AND MITTNIG AMD CRACIOIO.
OUMlF1RY.
N%TOBNEWATMMi WELL FOR WATDt PRESENT IONBDI THAMS
DAY, APTEIA BIOVAR EVENT
MOMDlY
—SKIN.
gUA1HERLr.
PERFOIIMABRRE INRIIUTDN LEST FOR 111E PENFABKITY
Of THE STRUCTURE.
YEARLY.
REPLACE SAND M
M NEEDED (EXPECT ] YEARS).
PERMEABLE PAVEMENT NOTES:
COMRAC/ON SMALL REKR TO NCDEO SIORWIWATER DESRIN HAL Cb PERMEMIE. PAVEMENT FOR ADDIMAIAL WF NATION.
CONSTRUCTION $IEP 1: ENSURE O#q PEFHW CON vENtE FOR IL, ALL RADII
-OO NOT BEGIN CONSTRU E STABILIZED. PERMEABLE PAVEMEM INTK ALL GRADING ACTNTRE4 ONSITE ARE COLR+LETE AND AREAS AOJPLEM
TO PERMEABLE PAVER9 ARE STABEDED.
NO CONST SHALL
MPE EEO TO PASS EIITDLIGHPERMEABLE PAVER SITE DURINGINSTAWTDN.
-CONTRACTIXi SMALL ENSURE THAT PERMEASE PAVERS ARE FY4TN.I LD DIIRMOA N1iDOW OF ORV W£AT11ER
CONSTRUCTION STEP T. EXCAVATE THE PAVELENTPAEAAND PREPARE 9lIB(J1I:DE 9UiFAGE:
-CLEARANDE%UVATETHEAREAFORPAVE.ENTANDBASE COLF9E8 WHILE PROTECTING AND LMINTAMM SUBGRADE INFILTMTXW
RATES. REFER TO NCDEO STORMWATER OESION LLWML.
-EXCAVATE IN DRY SLNGRADE CONORIONB
-M- TMEBETWEENEXCAVATIONANDPUCEMENTOFTHEAGGREGATE
-fINrY 9UBGRADE 3LOPE 511ALL NOT EXCEm 0.5%.
CONStRUCTION STEP ]: TESF THE SIIBGRADE 90K NFKTMTXX/ PATE
GOMI TEM TOCONDUCTADE MEASIREMEM OFTHESORB R4R.IRATXXI PATE MMEDILY AFTEREXCAVATIONAND BEFORETIIE
AGGREUTE N PULED. MFILTRATHXI RATE TESTING SHALL 8E CONDUCTED RYAN APPROPNMIELYOIM1IFlm PROfESSIONK. F THE SOK
MFkTRATION RATE HA^. HE OR ED INTHATA OH RA DMW DOYVH TME IS ND LONGER F'OS.SIBLE, TIEtI RR OR TRENGI Tf1E SUB(RMOE
ft1RTHER TO RESTORE TIE ORXXNAL IHFILTPATON PATE.
CONSTRUCTON STEP A: PUCE PATCH BASR6. OBSEAVAl10N8 WELLS. AID UNDERDRMI SYSTEM:
-PUCE THECA BASIN AND OSSERVATON DUELS PE1 THE DESIGN PUNS AND VERFY THAT THE EIEVAMNIS ARE CORRECT.
C
INSPECT
SCEP5.PUCEANDC THEY
ARE FREE 1BASE
INSPECT ALL ,W THE
TON EA THEY ARE FREE OF FINE AID CONF SE TO THE OESIGN THE PECFIUTi(XLS.
-BEFORE PLACING THE AGGREGATE TED REMOVE ANYWA UMS.ATiOH OF SEDMEHTS ON THE RE PLED SOKTU TH DE U9MG Uf B
T ERE➢EOIAPAEM. FTNE EXCAVATED SUBGRADESIAFACEAST ANECTEDNRAINFALL BEFORE PIACER OF THE TOUREG4TE BASE.
THE RE9ULTND SIXYFACE CRUST MUST BE EXGVATm TORT LEAST AN AODTTDFYI S±NCH DEPTH, RAYED OR BURNED ro BREAM IF THE
CRUST.
ALL AGGREGATE WMLL BE SPREAD 0D DUMPED) BY A FRONTED LOADER OR FROM DDIo TRUCK9 DEPOSfTEIf HEAR THE EDGE MTHE
EXUVATEDMUOR RESTWG gRECRY ON DEPOSITED AGCf1EGATE PILES.
CONSTRUCTON STEP & INSTALL CURB RESTRAPITS AND PAVEMEM SARRERS:
-EDGE RESTRAXR9 AND BARRIERS BETWEEN PERABI&.EAND MPERYDU9 —14 NT SHW.L BE INSTALLED PER DESIGN.
CONSTRUCtKIN STEP ]:INSTALLBEDDRlG AND PAVEMENTCOUR9E:
-TIE BEDDING NIO PAVFMEM COIELSE M9TAlLATDN PRODEOIAIE9 DEPEND ON THE PERMEABLE PAVEMFM SURFACE. R q IMPORTANT TD
FOLLOW THE SPECIFICATIONS MVD
TRUC
INSTALLED
ER9INSTALLATIDN INSTDN9.
- THEBEDONfWW
GCOURSE SL BESTALLEDMKl.' TORTATHMANUPACTLFtER ORN-R GLIDEROWITGTDNS
-F C RETEP AVENIE A PICP PAVEMENT. LlSE ACdrtRADTdiTMT MOLDS Ai'ICP SPECMLISTCERTFICIITE FROM THE MERLOCRJVO
COIICRETE PAVEMENT INSTITUTE
CONBTRUCRON STEP PROTECT THE PAVEMENT TMROUGN FROJECT CONI LETON
-RIB PREFERABLE TO PAYE TI1E PERMEABLE PAVEMEM NSTMIED AT THE EMD OFTE DRE CONSTRUCTION TMELME. F TMT IS NOT
P095NILE PROTECT TIE PERMEARE PAVEMENT UNRL PROJECT COLPIETON. THIS 9 VLL BE DONE BY:
. RIXRE Cp19tRUCT10N ACCES9 THROIX+1 OTHER PORTDNS OF T11E SNE BO THAT NO CCMSTRUCiDNTRAFFIC PASSES TIINpK THE
PERMEABLE PAVELEM 971E RNTALL BPARETiS ORFENCE9 AB NEEDED.
-FTHB IS NOTP NATE. PLASM
SH THE PG. R-RITPERTIECONS 0,ORN ODC THTS.ASG DfDN9 RMTIXIEBTRANCE. BE
SPECFFD MLLUGE IMTS.EE 9 SHEETING. BARKERS TO LMRACLEOPRVAAWNOTHESTABKIZEDCONSiRUCTXIN ENTRANCE
-9CHE01AE STREET SWEEPING DURING AND AGTEA COI1STRlICTDN TO PREVENT SEDMEM FROM ACCIRAAATING ON THE PAVELENT.
O
680
O�
670
MORRI oRENTEv ro
11C ORD RMOFYOt1)
GRAPHIC SCALE
( IN FEET )
1 INCH : 20 FT.
STIIIICNRE IMI! UNDMOR.W WENT
JTNBt BIS]B
CBltMA MSRS
K.NIP WIMn blow.
Call babe Y- ft
Qz PERMEABLE PAVEMENT UNDERDRAIN CONNECTION DETAIL
ON9FINATOM
(TW I'SFE
MRI—LE PAVEMENT LAY@
-R@ERro OETK SHEET C53
PROP.r PERfORATm
UNOERORNMVIRN
CNptINO STDNE IT".)
CONTRACTOR TOIME BADRFu
MATEIIAL T1MT MEETS AR
RpiLTPATXM RATE OF L]T]IIINIR
IIEIYUM TOR OItMI YATHM>3
IDINE)
CO
ro
RTPEFRtFABITMiF TO BFT• TMCR HDPE
aHKEIECUI FR. CONTRACTOR BILW.
wBMrt BHGP DRAWMNN fOR APPROVAL
PTNdI ro EINTALUTI011
GRAPHIC SCALE
660 n (Ii FEET)
a 1INCH = 40 FT.
VERTICAL GRAPHIC SCALE
( PERMEABLE PAVER #2 CROSS
SECTION ALONG CENTERLINE
Q FEET
OF ROAD I INCH w 4)FF.
FP
vaarcN �
ed
.<�
W!FL-11111-1-rl
eeq
BASIN OUTLET CONTROL STRUCTURE -A102
r NmOINO cOLIRN[ PN AfKIQ WTq
r NAaE REF OPCN6RA0®AOOREWTE)
r CowA SUBBASE (a
OPENGRAOED ANORENATEI
EXTSTNMI /�.
wIM1MDe ,Q,( -I
PLC PARE TO EXTFRD
MMiMIM P ERO wNORADE
BCNM PVC PPE WRN CN
OBSERVATION WELL
Im'i
I4RAA,ON mP.}/
,T%tr CUSSBRIPRAP
DRMIAGETF
WRAPPED IN MPAF1 tAMJ.
REFER ro POND UY
FOR SPACING
CORE OF BERM
— OR OTHER
S ASLE MATERIAL
FOREBAY BERM DETAIL
NOTTD ..P
B RIPRM
BERM SHALL EXTED TO
BDTiOM OF WREBAY BETWEEN
TRENCFES
i ,tIHNNiriipi
-
�� C-66 ,Sf
FSSOCIA'(E p`
NDU Wa``
—E
SGLE .�
> ; 1622 �� A
J 3
J a
cl
LLA Z
0
4z
J
CL
z L
04
Lu
0 CC
JG
LLL. LL
0 0
Q W
U
a a
m `J
C
3
S
PROJECT SFDRINTDM
PROTECTfAAVAGHi TM.1
OESF,TIEO BY: 1Md
ORAVM BY: CAL
PRGECT MAeER ETffiABO
ORIGINAL MTE BeWMIT
SHEET:
C3.2
m I$
I
C,
GRADE
1
- ' I
I_,
.... —F --e—
APPROX. LOUTOM OF
--Y - � TEST PR PTLOM
EXISTi
1--c ; ___
'- '
art- i
e n
b
r H N
ON9FINATOM
(TW I'SFE
MRI—LE PAVEMENT LAY@
-R@ERro OETK SHEET C53
PROP.r PERfORATm
UNOERORNMVIRN
CNptINO STDNE IT".)
CONTRACTOR TOIME BADRFu
MATEIIAL T1MT MEETS AR
RpiLTPATXM RATE OF L]T]IIINIR
IIEIYUM TOR OItMI YATHM>3
IDINE)
CO
ro
RTPEFRtFABITMiF TO BFT• TMCR HDPE
aHKEIECUI FR. CONTRACTOR BILW.
wBMrt BHGP DRAWMNN fOR APPROVAL
PTNdI ro EINTALUTI011
GRAPHIC SCALE
660 n (Ii FEET)
a 1INCH = 40 FT.
VERTICAL GRAPHIC SCALE
( PERMEABLE PAVER #2 CROSS
SECTION ALONG CENTERLINE
Q FEET
OF ROAD I INCH w 4)FF.
FP
vaarcN �
ed
.<�
W!FL-11111-1-rl
eeq
BASIN OUTLET CONTROL STRUCTURE -A102
r NmOINO cOLIRN[ PN AfKIQ WTq
r NAaE REF OPCN6RA0®AOOREWTE)
r CowA SUBBASE (a
OPENGRAOED ANORENATEI
EXTSTNMI /�.
wIM1MDe ,Q,( -I
PLC PARE TO EXTFRD
MMiMIM P ERO wNORADE
BCNM PVC PPE WRN CN
OBSERVATION WELL
Im'i
I4RAA,ON mP.}/
,T%tr CUSSBRIPRAP
DRMIAGETF
WRAPPED IN MPAF1 tAMJ.
REFER ro POND UY
FOR SPACING
CORE OF BERM
— OR OTHER
S ASLE MATERIAL
FOREBAY BERM DETAIL
NOTTD ..P
B RIPRM
BERM SHALL EXTED TO
BDTiOM OF WREBAY BETWEEN
TRENCFES
i ,tIHNNiriipi
-
�� C-66 ,Sf
FSSOCIA'(E p`
NDU Wa``
—E
SGLE .�
> ; 1622 �� A
J 3
J a
cl
LLA Z
0
4z
J
CL
z L
04
Lu
0 CC
JG
LLL. LL
0 0
Q W
U
a a
m `J
C
3
S
PROJECT SFDRINTDM
PROTECTfAAVAGHi TM.1
OESF,TIEO BY: 1Md
ORAVM BY: CAL
PRGECT MAeER ETffiABO
ORIGINAL MTE BeWMIT
SHEET:
C3.2

670
tr RGF f- tr RQ IcwNM
]S.M LF Os.as snLs OasF1L
]S! GFRO�S® EXISTING
t � I(rY►.1 cRAnE
� I I
665
N cq
O ; m 0 a 0
PROP. FES#A1 —PROP. CB#A8
O O
O n
+ +
680' 47
8 �^
$ is 0
FIa�aEO . a ^ '. ;
RYF.)
tr RCF(CLAYM
wH LF Qasex
670
OSFD�
uw23;3 cc+
680'CS
(/YFJ
670t Qiw1L
SCR..
/P FVC
ants p.NnL -
w-aF1iLNF'Ls !
QNA%
tr Pvc NctL w
wsN LSQawIL
665 n
as o 0
H
PROP. AD#A3 - PROP. HW#A5
pO
F +
tT Rw ICLANNM —
I r�LF •as1L t 1 tr ROP lc
N
YIn Lf,
660 660 m g ^ 8
PROP. FES#B1 - PROP. CB#B3 PROP. FES#B100 - PROP. HW#B103
/ ma./w.
FRI. �/(
8
I7 ►IN III IIIII/�■`
f4o"
8
II
61
�4iir�°�� ��i� •���i�ii•ii`i�
�
68
{. JUNCTION HfPoN.IIIREP NBTALLED OU1810E OF PAVELENf ARD LANDSCAPEDARfaB
'Lis
mom
Nei
71IIt[�III'I
SILL SRDR RUOR DPIPES9WLI BE OE9NtN®AID
WTERML SND MATERML S/MLL BE CAPANIE OF SEWGCp.PACTFJt SY MEGWACAL
snn 3
$,�
�3o gr
uX
a ALL starat DRAFutE 9Y91EIIE SWJ.L MEET NCOENRSTANDAROB FOR STORM
q$
M
WATER MAtiAGELEHf AND SEORIENT REWCTION.
.
■ ■■■■ ■■■I
■ma
■■i
■l� �mz
S O
! w
I !�„
■■I
C
sw
eMill
�r680'
asi■■■■■■■ie�iSEE='===
>>
Z2�
INO 11
GALL STORM DRAW PIPE WITHIN DOSTwG AND PROPOSED PLBl1C STREET
$LL
of
RNRR#WAY9911IJL NE RESfORC®CONCRETE PWE(RC�CIA88 SPFIi NCOOT
SPEGF)GTNJN9, UlESS ORERMSE NOIFfI.
.10. COMPACfICN REOINREIENI531MLL 9E ATTWED 8Y TIE 16E OF UFri.S
COLRACRONMETIODa EACH UYEROF BAdffaI SHALL SE PLACED tAOBE AID
y
10. TME MMMAY COVER FORALL 3DfWN PWE WIIHWPAVEMENT9EOTAVEL4
TIIOROUGIaYCOAPIGTEDW PUCE
670
tr RGF f- tr RQ IcwNM
]S.M LF Os.as snLs OasF1L
]S! GFRO�S® EXISTING
t � I(rY►.1 cRAnE
� I I
665
N cq
O ; m 0 a 0
PROP. FES#A1 —PROP. CB#A8
O O
O n
+ +
680' 47
8 �^
$ is 0
FIa�aEO . a ^ '. ;
RYF.)
tr RCF(CLAYM
wH LF Qasex
670
OSFD�
uw23;3 cc+
680'CS
(/YFJ
670t Qiw1L
SCR..
/P FVC
ants p.NnL -
w-aF1iLNF'Ls !
QNA%
tr Pvc NctL w
wsN LSQawIL
665 n
as o 0
H
PROP. AD#A3 - PROP. HW#A5
pO
F +
tT Rw ICLANNM —
I r�LF •as1L t 1 tr ROP lc
N
YIn Lf,
660 660 m g ^ 8
PROP. FES#B1 - PROP. CB#B3 PROP. FES#B100 - PROP. HW#B103
GRAPHIC SCALE
( IN FEET )
1 INCH - 30 FT.
0
680
670
660
PROP. ENTRANCE ROAD ON Q
TO MARVIN SCHOOL ROAD
/ ma./w.
FRI. �/(
1:RW FOR GTCH BA8V18 SSI-iROM CENTER OF GRATE AT EDGE OF PAVEMEM,
-
I7 ►IN III IIIII/�■`
f4o"
IXTSRNG
GRACE
II
61
�4iir�°�� ��i� •���i�ii•ii`i�
0.RW FOIt.NAiCTIOIt NOlE2 (JN).TOP CENIEIi of LurEtoTr: COVER
68
{. JUNCTION HfPoN.IIIREP NBTALLED OU1810E OF PAVELENf ARD LANDSCAPEDARfaB
'Lis
mom
Nei
71IIt[�III'I
SILL SRDR RUOR DPIPES9WLI BE OE9NtN®AID
WTERML SND MATERML S/MLL BE CAPANIE OF SEWGCp.PACTFJt SY MEGWACAL
II/10
II
.
.,. 1mill
■■■
a ALL starat DRAFutE 9Y91EIIE SWJ.L MEET NCOENRSTANDAROB FOR STORM
O
M
WATER MAtiAGELEHf AND SEORIENT REWCTION.
.
■ ■■■■ ■■■I
■ma
■■i
■l� �mz
skim,
■■KII
! w
I !�„
■■I
II HI■■■■■M
eMill
5
S
asi■■■■■■■ie�iSEE='===
>>
Z2�
INO 11
GALL STORM DRAW PIPE WITHIN DOSTwG AND PROPOSED PLBl1C STREET
V �ONE�Ne��e:l
RNRR#WAY9911IJL NE RESfORC®CONCRETE PWE(RC�CIA88 SPFIi NCOOT
SPEGF)GTNJN9, UlESS ORERMSE NOIFfI.
.10. COMPACfICN REOINREIENI531MLL 9E ATTWED 8Y TIE 16E OF UFri.S
COLRACRONMETIODa EACH UYEROF BAdffaI SHALL SE PLACED tAOBE AID
y
10. TME MMMAY COVER FORALL 3DfWN PWE WIIHWPAVEMENT9EOTAVEL4
TIIOROUGIaYCOAPIGTEDW PUCE
I
GRAPHIC SCALE
( IN FEET )
1 INCH - 30 FT.
0
680
670
660
PROP. ENTRANCE ROAD ON Q
TO MARVIN SCHOOL ROAD
CONTROL
STRUCfORE-
lEEDETARJ
M
n sT%
660 a o
c y h o
PROP. DI#13101 - PROP. CS#B102
6601$1 1 1$
o
PROP. FES#A100 - PROP. CS#A101
STORM DRAINAGE NOTES:
t2AU PIPEswSROTW ORIRt 91RUCTURES SHALL NE FLUS11wmtTIE NNNOE WALL. �
670
1:RW FOR GTCH BA8V18 SSI-iROM CENTER OF GRATE AT EDGE OF PAVEMEM,
-
ti ANY 6TOINIMAN SiRUCIWE90V@tIM1EE-(l1 FEET. BIX (8)WCIEBWMFJtM
SHALL INVE STFPS w ACCORDANCE WffH NCDOt 9TAlDtID BPEdF1GTIGNB.
tTRCF
n4{Ls o
IXTSRNG
GRACE
0.RW FOIt.NAiCTIOIt NOlE2 (JN).TOP CENIEIi of LurEtoTr: COVER
68
{. JUNCTION HfPoN.IIIREP NBTALLED OU1810E OF PAVELENf ARD LANDSCAPEDARfaB
'Lis
mom
^: _\■i■■■■■
SILL SRDR RUOR DPIPES9WLI BE OE9NtN®AID
WTERML SND MATERML S/MLL BE CAPANIE OF SEWGCp.PACTFJt SY MEGWACAL
w b o tl
.
.,. 1mill
■■■
a ALL starat DRAFutE 9Y91EIIE SWJ.L MEET NCOENRSTANDAROB FOR STORM
O
M
WATER MAtiAGELEHf AND SEORIENT REWCTION.
.
■ ■■■■ ■■■I
■ma
■■i
■l� �mz
skim,
■■KII
! w
I !�„
■■I
II HI■■■■■M
eMill
5
S
asi■■■■■■■ie�iSEE='===
>>
Z2�
mPl
GALL STORM DRAW PIPE WITHIN DOSTwG AND PROPOSED PLBl1C STREET
V �ONE�Ne��e:l
CONTROL
STRUCfORE-
lEEDETARJ
M
n sT%
660 a o
c y h o
PROP. DI#13101 - PROP. CS#B102
6601$1 1 1$
o
PROP. FES#A100 - PROP. CS#A101
STORM DRAINAGE NOTES:
t2AU PIPEswSROTW ORIRt 91RUCTURES SHALL NE FLUS11wmtTIE NNNOE WALL. �
670
1:RW FOR GTCH BA8V18 SSI-iROM CENTER OF GRATE AT EDGE OF PAVEMEM,
-
ti ANY 6TOINIMAN SiRUCIWE90V@tIM1EE-(l1 FEET. BIX (8)WCIEBWMFJtM
SHALL INVE STFPS w ACCORDANCE WffH NCDOt 9TAlDtID BPEdF1GTIGNB.
tTRCF
n4{Ls o
IXTSRNG
GRACE
0.RW FOIt.NAiCTIOIt NOlE2 (JN).TOP CENIEIi of LurEtoTr: COVER
665
{. JUNCTION HfPoN.IIIREP NBTALLED OU1810E OF PAVELENf ARD LANDSCAPEDARfaB
BHALL BE 9ETTWO �ANOVE FWAL GRADE.
m o m e
SILL SRDR RUOR DPIPES9WLI BE OE9NtN®AID
WTERML SND MATERML S/MLL BE CAPANIE OF SEWGCp.PACTFJt SY MEGWACAL
w b o tl
CONSTRUCTED NACCORDAIGE WNCIDOT BTANDIAD 9PECFKATMXJ6.
MEANS AND SMALL INVE RO TENOEtCYTO FIowaR SENAVE WAPlASTM: MANNER
IIHIER THE TAMPWG NLOAt40R PROOF ROLL)1G.
PROP. DI#A6 - PROP. DI#A7
a ALL starat DRAFutE 9Y91EIIE SWJ.L MEET NCOENRSTANDAROB FOR STORM
O
M
WATER MAtiAGELEHf AND SEORIENT REWCTION.
.
6800
O
3
�
�"a
! w
I !�„
COH1gACTOR BHALLSE RE8PDN8NNJ: FORAMY REPANN3 FEOUNtFD TD EJ05fk1G
STRIICTURFPAND SHALL CLEAN E%ISISq PMES TO REMOVE ALL SILT AND CEIIPoS.
s$
I Ua
.&
GRADE
5
S
OE �W
>>
Z2�
mPl
GALL STORM DRAW PIPE WITHIN DOSTwG AND PROPOSED PLBl1C STREET
CONTROL
STRUCfORE-
lEEDETARJ
M
n sT%
660 a o
c y h o
PROP. DI#13101 - PROP. CS#B102
6601$1 1 1$
o
PROP. FES#A100 - PROP. CS#A101
STORM DRAINAGE NOTES:
t2AU PIPEswSROTW ORIRt 91RUCTURES SHALL NE FLUS11wmtTIE NNNOE WALL. �
1:RW FOR GTCH BA8V18 SSI-iROM CENTER OF GRATE AT EDGE OF PAVEMEM,
-
ti ANY 6TOINIMAN SiRUCIWE90V@tIM1EE-(l1 FEET. BIX (8)WCIEBWMFJtM
SHALL INVE STFPS w ACCORDANCE WffH NCDOt 9TAlDtID BPEdF1GTIGNB.
2 Rw FOR DROP NaETB (p1.TOP CEMER OFGMTE
M ALL RiN.Ee, GRATES. RNGS, COJERB. CTG, MUST CONFORM TO NCOOT STANDND
0.RW FOIt.NAiCTIOIt NOlE2 (JN).TOP CENIEIi of LurEtoTr: COVER
sPECN-1GTNwa ALL GTDR NA9w81C0)9Iw11MVE TRAFFM: LOAD SFMND GRATER
PER NCOOT 9PECitGATDN0.
{. JUNCTION HfPoN.IIIREP NBTALLED OU1810E OF PAVELENf ARD LANDSCAPEDARfaB
BHALL BE 9ETTWO �ANOVE FWAL GRADE.
tSALLTREN(w L181M1}BE OF LOW PTA4fNJT(, iRff ittpA ROOTS.
VEGETATNE WTIER,TTFR, WABTE;CONSIWlCtDNIMTETNALpi OTMFR OBJECIIOMI9lE
SILL SRDR RUOR DPIPES9WLI BE OE9NtN®AID
WTERML SND MATERML S/MLL BE CAPANIE OF SEWGCp.PACTFJt SY MEGWACAL
CONSTRUCTED NACCORDAIGE WNCIDOT BTANDIAD 9PECFKATMXJ6.
MEANS AND SMALL INVE RO TENOEtCYTO FIowaR SENAVE WAPlASTM: MANNER
IIHIER THE TAMPWG NLOAt40R PROOF ROLL)1G.
a ALL starat DRAFutE 9Y91EIIE SWJ.L MEET NCOENRSTANDAROB FOR STORM
j
WATER MAtiAGELEHf AND SEORIENT REWCTION.
.
id. MATERVNS DEEI.IED BYTNE GEorB1ME.1L ENGNNPt A8IAI91Nf.ASIE FOR
aACKFNl PURPO9E85NALL BE TENONED AND REPLACED WRH 9F1E4T 9ACIRNL
T. CONIRIJ:fOR SHALL IIIBPECl NLElO9R S—AIRSAFNUJREDTOEVS4.
MATERNL
COH1gACTOR BHALLSE RE8PDN8NNJ: FORAMY REPANN3 FEOUNtFD TD EJ05fk1G
STRIICTURFPAND SHALL CLEAN E%ISISq PMES TO REMOVE ALL SILT AND CEIIPoS.
17. NALMFa1w00FTitF1tCHE5 SHALL NEALLOLNi19/ED AMEdATELY AFTFA TILE I—
NItND. TIE FLL AROUND THE PIPE SIWLL BE PLACEDMUYQiS ROT TO EACFFD EIGHT
Z
0. CoNTRACToR SI4tLL VERIFY E%kTTSJG GRADES FRDR M BEGNJNSJG CCNSTRUCTDN.Ie) WCIE3, EACM LAYER SHALL SE TIIOROUdaY COMPACTED TO NS%OF THE MA%SRIY
CONTPACfO1LSMMI NOTFY ERRFlEER OF ANY VARUTION FROM TILE PLNtS. OENBffY OSTANAwE WfTHTIE STANOMDPROLfORTESTNOFIt9TY OF tON%
- 4TANDARO PROCfGTt 6 RFOIMIED fORTME TOP EDNf (B) wCIE9}
GALL STORM DRAW PIPE WITHIN DOSTwG AND PROPOSED PLBl1C STREET
RNRR#WAY9911IJL NE RESfORC®CONCRETE PWE(RC�CIA88 SPFIi NCOOT
SPEGF)GTNJN9, UlESS ORERMSE NOIFfI.
.10. COMPACfICN REOINREIENI531MLL 9E ATTWED 8Y TIE 16E OF UFri.S
COLRACRONMETIODa EACH UYEROF BAdffaI SHALL SE PLACED tAOBE AID
y
10. TME MMMAY COVER FORALL 3DfWN PWE WIIHWPAVEMENT9EOTAVEL4
TIIOROUGIaYCOAPIGTEDW PUCE
I
1HREE(9IFEEf, 1111LEB8TIIE PIPE IB8 ROP CIASSIV,W WINCH CASE RSHALL FNVEA
18. UNDER NOORLULETAHDES SMALLWATER EE PERMITIEDTO tN8E R1 LW9ACIffN1ED
Ltl1JNAlIM OF ONE (t) F'00'f OF COVER
TRENCMESAFTER TME PIPE IIAS SEEN PULED.
f1. RCP STORM DRAwAGE PIPE SHALL RE TONGUE,NID GROOVE TYPE WITI FLEJONLE
�. THE NCDOTA99UIFJi NO REPON9ENTTY FOR THE STRUCRREBANOtlR CLOSED
LiO
CONSTR CTIONP9FAIANTJCMT9, UNLEBSOTHERWI6E SPEGFlLALLY NDTED ON TIE MIJNAGE SYSTEM NEYONDTHE PIInIC ROAD RNiIf OF WAY
CONSTRUC710N F4ANS.
1622 e; +
rc
J
J
Lu
j
O
0
aW
Z
J
Lud
Z
LiO
CD
g�
0
>
GRAPHIC SCALE
(IN FEET I
FRO.IECTMpIWTM)X
mo -W MANAGER TWA
I INCH - 40 FT.
TMAVERTICAL
DESIGNEDOATE:
GRAPHIC SCALE
�urM aCAC
PfD.EQ Em4m
ORr,WFL GEWRNt1
(IN FEET) �
SLEET:
1 4CH = 4 FT. Cal b Im ��
C3.3

d
_ a
EROSION CONTROL NOTES: TaNILCOLMYSTATE FR0.510H COHiwLOROILMCF AILD Is - � / (' i // / ; 11(! 1 §
aue.Ecr ro A FARE
t. KLETDNCICONTROLLEASIIRESNANDBEN e. comm�croRSNARLMAHTANAIlER061OIICONTROL / / Y I 1 1 /' 1
ACCOwAwE Arm TRF NC EROBONAw sFDMIFIIr
co"OEV`CES AMD arRl1DTUREe REg1NED FER TIE APPRovm / 1 I x, -CONTROL PLAN NMC AMD RESINS MANLw.usDar. of
AORICLITWE. AMD THE acs. TIE CONTRACTOR s"vL EROMON coN1ROL RAIw THWOUGIOUTDIE uvE crcaE OF - / � \ � � R
T
CONTI, YAMDCONRwWSLr MAU EROSION DIF PROSECT. ms wr wCL3mE CaaITRlcrloN l _I' !
CONTROL DEVICES AND STRucnMES TO MIIA1IZE1310SIONI. EHrRANCE:SILr FTiNCE, DTVEf+s1011 arcHEs. sFa.ENr \ - /
FIASa AND TNR' 8LT FENCE BAFFLES, AIO 1REE
2 ALLLANDOY?ERSMUSTBEwTIFI®PRORTO PNOTEGTONFEMLE
CONSTRUCTION. AND ALL EASEMENTS MUST RE CURRENT. 9. \
MSPECTON99A11 BE COIDIILTED AS FRE3CRIBED BY
NOT -
I TrANDNCDENri ADDITIONALNBPECItONSMAv \ - r: 1 I // , / ,
2 CONTtKTUR19RTiSPOH91MEFaiaTOPPNC I \� i �.,`s_gr'
960MENTATTON DOrFIIGRADE OFAND DL9TLIRBED AREAR BE conOUOT®ON ArIT'REABDMAME BAsls, wcLuarlG MTr i I >;�" L ( •�
SILT FENCE a/loRTI ON TNIa PLAN T9 TIE MIwAW TIMI NDTULnIIT®ro: RANDOMSOROT ER NOTICENSPECO: POSSIBLE
eTSED \ t
91IALL eE MarAUEn. cONTPACTOR 9Lut wSTML UPON COAAIPI/iMf3 OR OTHER NOTICE of POS4INE
RESULT IN S8LT R3mTI wIEF NOK Wt txwlrIONs WILL vIOLATIDN3: MSONER TYRICA SO R CES O-
OROTHERC NTAMINAM" TYPOALTANTS;fBOEaTDLENF 1
iE91AT N 9EIIMEMATION OF NDII-019DNBEp AREAS. OR OTHER CONTAWNWIS OR POLLUTANTS, INSPECTIONS OF
a. SOILS RESENT oraerrE ME. roealNa RusnEssEs at NprtmrEs oFArrPE AseDcwTEo wrrH \ 1 \S I. dp 4F
HIGIEft i1tW U911AL DLYcIUR;Erts OFCaTA11111AI1Ta aR 1 _
S. TOTAL OENaf0E0 AREA IS 2.13AC POLLVTAH19012 WRH OtSGM0.OESOFATYPE NIItlIARE I F'llO►.rB�.INN
Mo1LIa:Lr TNw TEORFECKDLsawIOEUNUITY r- ,
a AMr LslAnlw BEvow TLE 13EMTDEO LI.IT59IOWrl ION TIE VTOLAT1ONsa$TAIE DR FEDBTAL vuTER aLMLTY t `1 >-
PLANISAYIDLATIO„OFT,EDR rA)UNTYEROSIO aTANDMOB DRT ENPDEB BTDRFWATER PERAIT:Aw y T,_, �, , � � � RA:ARBxTFeIGe'
�MFF�PF�T�awR„D�,ALENDEaNNPECTMD `i I
CONTROL amIUNCEAw 5a1RELT TOARNE \ 1 —� —\ I r .����__z fMJ ,_
lMDE0. ENTYR0IAIEMK Aw SAFlTI' LAWS. MSPECitON9 � - \ --�
.. ADornDNAL LfEABiME3 TO COIITMll fR091011 Aw LMY NLLUOE BUD RE AR ECoR PUNS C i \ S \ �• \ `\ \�' f- W -
SEOWENT-KREDUIREDBYAIEPpENEHTATNFOFTRE • � VVA REPAN RECVALU:TINGHD
TOW%000UNTYWATEENGIETRIM DEPARTMENT. DISCHARGES, SURFACE WATER GROIAOWATER AND U1N7Y `I \ / ( / 1 / \\\Df111111I/II%I
AUTETIM OR WATER N BAA EVALUATING THE CamT10N \ A ZNCARO
x
CALENDAR
RDAYS AAND
war BE arABL®Mi"w a of BAT• AND sroRMwATER AUNIAGEMB(t PNAcrlces. ` �� / , / ,I 1 ;' / O� Ah,
KL1Rs1URBED PEPM2TER AI1EAs - .rA
MTHIN T CALENDAR DAYS AF1ER LAND gSTiFHNG AClNT' f6. RIGfIT{1F-EMRV FORt NSPEerION. TIE PR]PFRTY ONtER � uT14m lRlet � I t-- ( � ✓ / s
acoMPLETEDONIvsTEMPORAPArcTU,aFn. 9HAl1GRAHrroLRIIOTICOLIarvtTMMaPBTK'/� i \ \•L /1 - 7''=
MAMAr,EAENr. NCDBEt OR AIFY OTHER GWERNWGncENcr. _ \ -'"I .I f \I �• I'� 1 -'.. - _ �0
s. MLGRADEDSLOPESAw FILLS MI/Sf«srABILI2FD MANN -E TOEMTEF lEPROPERTYATREASONABLETNES % : C-66
U CALEwAR MYS AND GRADED 90FESAND F11.L3 MBIA ANDINAREASONAME MAINEitfdt THE PIHPOBE Of W T
SLOPE GREATER THAN a:1 MTIRN) CMENDM DAYS AFTERA INSPECTIOrI^1
PHANEOF C++ATiMcacoArLETEOOR HAs rEMPCgARILY \ A9, \\ THE
cRA.aNCMORETAMONEISAACNRFOwIAmTIOaNu OTFATNIAEPPNOV® crHow"ml%K+TIAaC"OfEoMwmtERRCSDIEwNRLVETtIY THAT wsrLAHDs, 11\ ,�\ ``�F0`3S,\S\e(r 8 y� \' 3CoOIDA,6MP«RIIPMENmSEREORYMNVACI EeS. .StOaTCtIMnMAcTRNOMENs ` \1'•Ih LZ
/ (I I o/ / / ( // !,♦' // /i /H(BB/ , - - _ /_ � '\ \ IIlit BlLrieIRluDITopr6YErOa. TW•EaOO
DARDCEASED. STREAMS POND VAcis -VT - I.
T, oEmc-a OEYAEEEROSION CONTROL PLAN
EROSION CONTROL SEQUENCE: NOIVORFORMEALY
KOTAREDOYMANEEMA
PHASEfMPORARY
_
MRmArm
III - C'�•�O�Q?�4�\.+S1'�Nn•-1•�u�l�aEaS<AA/Qy
�•i��•
'\ '( I I 1SHS1OBTAIN ERONIONCONTROL PLAN APPROVALA'DOWTSFROM NCDENQ R3.«ACNEs ( "cONSD"ucTTONENTRAxcE 1822 gf
2 Nc SETUP -ON-SITE
IUC E NwbvMT Dlo s rsFERENCE c—EROSIEA s.FAL OF
W'.• .
9CNFt%IlESIOM CONFERENCE«HOURS PRIOR TO MDLNA-OgRIwXIG ACTrvrrE36A - ' / _ - wvAReaTrelee / / % Ewsnw PRDPERrY LINE
vmuTION AMD Ls st3REcr-roAFIE. I \ // /. !I' FRt'PJ5^f,..„,.. I Ftilgt« IP• ,..M.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT. PERIEIER CONTROL / EXISTINGTOP OF
.....E n
MEASURE��T RVJiAP. AND SILT FENCE OPENINGS. CLEAR ON -Y AS NECESSMV TO ' /
)
a. INSTALLTEMPORARY BASIM6 AXI STORM DRNMAGE M SHOWN ON PIAN$. - I /.' / ! / / 20' PQBMET T SHLL RACTOR
,REMOVE AND
S. 9TA1(E PRCP08ED GREENWAYMFIELO MD FLAG ANY 112EE5 WMGIAAENCOHFLILT MIH ' /- / /'—t♦�-', I DISPOSE
PROPOSED GREEMYAY. ADAIST GAEENWAYKBJIMENTASNEEDEOTOAVOOIXISTNm TRffN./' 'RgO°°B y I __ EASTIHG Ir
N
AND CONFIOt LOCATION M OVVER$'REPRESENTATNE. AND VILLAGE a MARVIN PLMHO I , ( / - 1 r'' I / PM
RwED / PIPE
Arm PMIS I RECREATION Dar. / / / ,_ � u
/ I !t APRON RYIJ-'- rr -• y�l 1 / TETAPORARr I -/ 1r RDF'('MfIM
6. ONCE FINAL LOCATION OF PROPOSED GREENWAY M CONFIRM®, MSTK(m
L SILT FENCE A9 I ( / �/ fAUAI • 6FE OETAIId ' ` I / DAIINIOP. T! /MPORµY
9HOVN3OFF EDGE OF THE PROPOSEDtiREENWAYON THE CGNNILL SEE. REFIBD // / / / J ( /�-7 AA' —,r �L►� r ( • PROPO6FDT eOMYER - ( CONCRETE
YME
CONDROMWARRAIIT.MSTMLSTONEOUREraMAVdDNOWOLTS. .I - l A WI}N IS ORINGi-6H I / WAH OTR(rYP)-
T. eoHmAeraesHAUMPIMIZECI.EAMEmAwcAnINGFORnEeonsrnmnc«oFTIE e•/
PROPOSED GREFNA'AYroTHE MVfM1UM ExrEllrF#UCTOABIE. ( ( / ;/ (/ (' ,_ _. -/ I IYI.LIM / // faorolED TEA.CRIM« I / /
fNlBtn
a CAU.NC FOR MSPEcrnN OL MEASURES INSTALLED N (31ABOVE.ONCE M6PECTdt /( (/ / / / ( / - ��[�II T J' ' '� _ r I F” wt ( )
GRITS PERAIIssIOn,FROCEID wIr"GNADI+G ANO NSTALIATON OF 9KAEElt SEOI.ENT - / / / / /'_\ ♦
Hw
�e68� i' tT rcLouBM
eAsw, AND sKAI,EBtRAsw MM PERMANENT CONTROL sT12l1ITURE IOENTTER®aN.TIIESE / / (� / / (' , / / / / / ♦�"+ M 1 _ (IYP0111 EItI I PTCI~vr RCI (CL M
I. CML FOR ONSITEMNPE(:TTONRYMSPECTOR.MENAPPROYED.CIFPAEIG/GRUBBNGAND ; - / ; - --�
2' A
oEMOLTION PoRREMAYmER OF SRE MAV BEGIN ( ' NOWoa FDRNBN.r/ ! / i16' i l Row xwxlwr pD TEMP eL.oPe 1 / /
O. TTE LRYTa 139URIE TOAFNE�LTIAIT9 DENTIFlEDNA4�9E 1,INY GRADRIG OUTSDE / HIST RIC fes D fYOP. STONE FNMB IN MT J NLT WIICE(fYP.)
11. CONTRACTOR •RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL DEVICES AND - / «,2«� OR2s ES ; \ FLI FENCE (rYP.I-eFE%I 1e t 3 : J. I ./4,43' QO `
.RaIEWLIIG O
OF REWIRED INSPECTIONS AND RECORD DOCUMENTATION TO BE PERFORMED. !� . I - PROPOSE ERMANENT RARER TO BE 6
/ EIEVATI0rIN2«,
SPECIAL INSPECTIONS NOTE: / / / - / TOP nilel +. -NEE CONTROL " T Dwue aotY HIGHI MAawo
OLE SETA L FOR MORE NFO - _ aILT FENCE ( rP.l-BEE Apg
PERSONSRESPONSIBLEFat asruRBlm ACTIVTIEs ( \ . .- , f N ': - DETAILS -� p F. / / G7 ,Oo Tb
AST INSPECT SEdMFMT AND EROSION CONRtQW
PROPOSH>« � ED PROP06ED PERMANENT PROPWEDIHI. • ri ./'� / `? 2
MEASURES ON APHOJECT AFTER TJOII PIIISE OF THE ' ( I ( � 1
—AREA - - .CONTROL BTIIUCTUREBAw � COM :
PRO.ECi 7o ENSURE tRAT 111E AiPROVED EROgO"Aw / •. 1 � O BASNIN ��'` 6TORM D0.AINAGE RgTALIFD _ IlYP.)-EEE RlIAI _..- i i / y
SAMMLESELKM CONTROL RIE IT. AS
AS
OET .A _ / nROPoeEDraluaEx ` Tws FNABE ITT'PI-6EE / / -<
SAMPLE SELF -INSPECTION REPORT. AN wEt1 AS DETALN \PROFILw11M 1!'ORIRCE 9EE - DETNLE FOR
SMORE
O THE AELFHNSPECTION PROGNAII wl BE Fano \ Y /yFxOropRopowaeD nOeR
ONLINE AT HTTPIFORTK.NCDENR.ORGrWE&LRRiOSION -
NOW OR FLWAIEDIIV --"-IEMIORMT C _ 7 SAIL
ASAMMWAMI, THE INSPECTION SHwLaF P13tFORAED COIID1w1!-, / 'Kt�1L� eERr RYP.1 / weRrtY►J-EeE
AFTER EACR OF IIE.FOLLOWMG PHNSE3a11iEPW1: 6I\AwAY(FYIJ� Y{/$-= - VEIAGE D'MAAYN FIIOP� �®
1 MSTALUTKNta PERMIETFR EROSION AND - ,�( \p0 -a �/ 1.\ D DffD�66NI6r BNNR161 �I - �/, /
SEgAENT CONTROL LIFJSIfRES. Vy 1N l_ _ TEW.STONE - -ice J -
2 MT—TION a SEOWENT TRAPNAi49Il PROP09E0 _ -RING ITYPJ- HA)CAB MFI.EIf0.nf -_ _. - MITI R' - • / \ NOW ORFORA6AY i
TEMPORAIIY - 6EE..DETARf 15N.1635F ORa361 AClEa - V\ PLl1E OR COMMA/DN
3. c mo Aw ueeI+c of EXISTING GROUND RroAAP BENIN mPJ _ - Pm 6eTzat6w _. ; = - ,- 'T'. / oEEo:eeDLaes z
PROPOSED SKIMMER t \ / 1r�ACREs a
A. corW�eTtoN.oF ANr FHASEa cRAONG TRAT /j
NERIINES PRovsION OF srAeILwTDR TtmPo.RED DENuOEo caw _ a�°' - en BASIN DRAINAGE
u•rte AT PROPERTY / C
x MSTHEPROJECT. RESDLHNGANY PHAASE uNERYN tp6' .: a' 1 ;AREA #2: 1 % RA.w.ax.rAaIIFEOLTTO _J
OF THE PROJECT. t DENUDED = 1.18 AC. 1 I RrTovwE PosrtivE DMc"AROE Q
6. cOMPLerION OF COHSTRLICTIal aR i `A - / I roAw FROM PROP06ED LU
DEVELOPMENT. - Y _
6. ESTABIINFMIEDG. ROUNDCOVE R RETENTION OR f9I �•D6"'aA''.� -' PE (- .dL a. - :� PROPOSED rN c��3`. I rp i_ - G�a>a TOTAL 1.18 AC.
6TiORM RE
T. STALLA-OFC
WATERDIWEs(Q
QUARTERLY UNT11-
EESTABLI EH—
NUTETHEABO
=Z
MSPECTONREOUIREMENTS ANEW p 16• fR6 _- fr��- PR DTEW. .tA.-- _ ' ).'� / T`� Z O
ADOT%II TO NPUES INSPECTION PEOINREMEMS. ETS r - _ JJQ
APPRO
..LOCATION OF EXIST.
t2•
LEGEND PGAWATER LINE PER DRAWINGS BY
�LV-&„2
NERNO---���+��EXIST. MAOR CdTIXN INC.PMBE26016 O
«a --RES Q-
TIRED TIE PRESERVE AT MNNIN•
EXIST, MINOR CONTOUR - -PROP--
® PID062lSn6 _ _�
MADE MifLE ..N / REIEMVU lMw® ? 3'� Z
. FTIOFL«EBTLRr. ' ' O
EXlsr.salBOLIrIDARv o ��mF PROP.STRA.—E ® - - ! aaFEBRANRYPJ- i -1 � ' l - zo 1.L
IEE BETAAE ) ) / em I \ ✓ ;��� _ O
PROP. MAOR CON1DUt r• �wN/+t_. / I _
a i
PROP. HILT FENCE OUTLET �
Ef ® DN�t -'�-., .. _-..-- �/AXI 1� f � � v'�''� ” �` NDWGRFGRMER.r
PROP.MNat CONTOUF '• `\__ _
PROP. TEW.SLT SACK VAJ' `-'�_l ^ • uEE,1R61«I�ATCAE$ O Q
NLErPRol,:crloN s l )an J
EXIST. TREE UNE A ``\ Q�
EE.I ...� Q
PROP. TREE PROTECTION—.�o--v— PROP. cow. WAS—T /
PROP. .s RANCE LIMBS ..� F -a ATa4 PROP. TEA. OrvEasloN BENIN rG- •` P r. - _ __ ._ - - - _ _ OWN R R/tll / o
,4To��, "NKLI:OORONATEMl
PROP. oRAItAGE AREA PROP. sob PRE Ap B _ - - MOPO s RY►J - - _ - E Pt7T i� wTrH PROP. ROADw wPlLNovF^'DrDAm BUY PARAV g
i BRINCKERIIOA jTW.)-SEE PLANS TRUED TAARVW >
TEIAP, SILT FENCE-E�E�E� R--AYPMMPOATEDDECB«ERML3n6
PROP. ROCK WEN / _ I''''
TEMPWGHHA R SLTFENCE --ASA-- - PRD.IFCT NPDRMTIDII
'' IXISiI1G FIRE PROJECTEN
HYDRANT
MIX T
PROP -COHSTRUCION ENIRMICE _ - _ W�IM.r^ DRA
------ DRAWNN -- - GRAPHIC SCALE DRAWN
BY: BY:1«1
BY:
PROPOSED SEDIMENT BASIN
DRAINAGE AREA 01:
APPROX. LOCATION OF EXIST. 12•
WATER LINE PER DRANNOS BY
YAR BOROUGH_Esuuus A HOULE.
INC. DATED SEPTEMBER 26, 2016
go
uc
wn,IEaNLEREa ETaleo
OADNM GATE: awTrzoT
SHEET:
DENUDED = 0.83 AC. TITLED 'THE PRESERVE AT MARVIN-
( IN FEET) Know Who. below.
TOTAL: 0.83 AC.
I INCH = 30 FT. Call WIM you dig.
C4.0

EROSION CONTROL NOTES:
1. Au F.ROa CONTROL MEAN ES sHN1 K N ACCORDANCE WITH THE NC EROSION AND9EOAENT ]. GRADIIG MORE IHNI p/E ACRE WTTIIOUT M APPROVED EROSION LONTRQ FLAN ISAwawTxxl OF THE
TOIMNICpk1TY-TEERO3M)NCOMROLOPOIUNLE ANO Is 911BIECTro AFIE. / i \l `.I 1
ccaraoL PLANrIING AND DESK MANILIL U9 DEPT. oFACRrxLTREAFD THE scs. THE CONTRACTOR -
9NA/1 DILIGENTY AND CONTRAld13lV MASITAWIM1L EROHON COMT110L DEVMESAND 3TRl1[:T1RE9 TO \ / _ i� j� 1 Q n i
MN.I�EROSON. fl CONTRACTOR SIWL MAMAM ALL EROSMJN CONTRA OEWCFS AID STRUCRIRE9 RE011REDPEP THE \ \ _ II 1 \ ` D.
APPROVED EROSION CONTROL PIANS TMEFENCE,UT THE llE CYCLE OFTE PROECT. TFS AMY
Z ALL IANC OWr1EP9 MUST BE NOTiFED PRORro CONBTRIICTIdJAAD ALL EASF.AEM8M119T BE CURREM. NCLUDE CONSTEUCIION ENTPAN(:E SRT FENCE DIVERSION DITCI ,SEDNENT I -AK AND TRAPa. MT
FENCEBAFRES,ANDTNEE PROTECTION FENCE. \ \ c3. _ r
1 CONTRACTOR IS RluPON&OLE FOR STOPPINGSEDLIEMTATON DOWNGRADE OF ML DISr1NiBED APEA6. S. MSPECilON89FNLL BE COMDUCiEDA9 PRE9CRRED BY Ix.pICdIN1Y AND NCDBI1L ADpTILWAL _ } .\�{I
"TfENCE SIiOWNONTFENCEI49 ERFIIEI.D TSHNLce Fe9TALLED. CONTWICTOTION1 INSPECTIONS-EECOIDIJCTFD ON NFYREASOH E9155, NLU.pNG eur NOi LSRED T(T. PI""
NBTNIIJ]OITId1Al9LT FENCE WHEREVER FIELD CONOITDNSYALL RE9L1TN8A`N"TCTION OF \ P^r"('
NONAMSTURBEp AREAa RAIDQI NaPECTId13: MSPECTId19 BASED Wdl COMPUNTs OR OTTER NOTICE Of POSSLNE / � i
VKKATOM9: R6PECTRINROTHERCO.E915N30RAREA9IDENPFEO AS HIGIIFRTVN TYPIC}y ` „ _ 1 /; / - _
1. sons PRESEM ONSTTE ARE:gB a lYB s A:IC I; sEnNFFIr oR o DAA` cONrN,RNANrs oP wLLurw)a: MSPECTpNs of BUSNFssEs aR --
INDusrREsoFArvPEA990CNT®wTm IFGHet TH.w usuAL pscNARGETS OF carrtAAwAnrs as I/ I f/ .��
5. Con
TOTK DENUDED AREA S.�- POLLUTANTS OR WITH OSCTIAROE90FATYPE WINCH ARE MOPE HELY TI441 TETE lYPN:IL 05GIlARGE IF _
TO CA VOLATONS OF STATE OR FEDERAL WATER OIIKITY STAJDAADS CRPE IPOES STCRMWATFR
1 ANY GRADING BEYOND THE DENLOEDLFAR89DWIl ON TETE R-M15AVIOlAIgN OF TIE CTYICWNTY PEPMIT: AHD JOIMl116PECIIOHa WTTH OTHER M#NCES INSPECTING UNDEP gIJppNAENTFa,yp
SAFETY LE NBPECTONS ANTN 5.BUFARENOTER. GRTO:REVEWNND jA, L OAND
FTiO510N CONiR0.0ROSlANCE AN055UBJECTTOAF►E. REPNR RECORDS: 8AMPLNG OSf:IMRCfS. SURFACE WATER. f,YpIR:IWATER AND LNTEFUAL OR WATER
1. N]OfTIOIIAL MEA9UPE9roCONTNOL FA0910H ND 9FOMIB]T MAY BE REOI11RE0 BYAREPRESENTATNE NBMPS; EVRWTWGTME LpDITION OF BMPa ANO STCRMWATER MNYC.BJBFf PRAC110E5. ) II J/ /1 // - _.. \`
OF TIE ToA-GOIWTYNITATE ENGNEE IDDBARTMBFT
10. PICM#-ENIRV FOR M9PEOTON. THE PROPERTY DAHHt 9NNl GRAMroIIHHERIX-
a NL DISTUIBED MEAS YUST BE 5TAWlIED WITHSIUG4FDAR OAK AND ALL 05TLRBFD PFF6MEIER FNVROII.ENTAL NNMGEAEIFT, NCOF/R OA AMY OTTER GONERNWGAGENCY. THE RIC1RroEMTER-
AREASWRMRII CALENDM MK 11F1FA LAND 05TU�RIG ACINRT SCOMPLET®OR HAS 1B,PORMLY PROPERTY AT REASOW9IE 11AE8 ANO N A RF.s".,..•.:_ MMSIEA FdL TIE PUHPO6E OF N9PECTt0f1. /\.. \\ ' ' � - PR0/. BIOMFOPEIMY � �'. / I-- • , .: � _ _ • .
CEA9W \ NBLT FENCE RWa•
tt. CONTR/uCTOq/OWNER ACO LLVERIFY THAT WETLANDS, STRFAMSAID POND BPACTS NAVE BEEN \
0. NL GRADED POPES AND ELLS MUST FE STANl12ED Y6TISN IICKElLVR MKANDGMDED SLOPES. PFAWTIED TROUGH ALOE AND NCOEM. •\
AND FLLe WITrI A SLOPE GREATER TNN 3:1 WITHIN T CALENDAR DA" AFTER ARVSE OF GMDNCS
COMPIETFD OR IN8 TELWORARLY CEASED. - . , - . ((yL �!
PMS ININI IMUR9 ' / /• _- , . ..�II ) - ��`�IT�,Jpl�'•� <�My'YJ���i
EROSION CONTROL SEQUENCE (PHASE TI �I I `II GILT FENCE IFYPzz
��// (/ /' / - -T-- -��r- p��Rm urE Ems. J I I I J' - ;"!` C-66 �j
TTY\ 1 I / !
I. COMYENOE RODGH GRANNG OF NTL PERMEABLE PAVERS NOTE: / �
o((\ NO ESE Y ( / / �• NOW OPfOR1K /v AFTERCONTR-TINGDRABIAOEMFAIB '`•�._....; v
x. VEMFY GILT FENCE WSTALLED WRMO PHARE IESTTLL PROVIDING PROTECTION TO NEEP SEDRENT CONTRACTOR aHALL PROTECT PAYER irE PRESERVEA1NVtYW 1 / 1.' /• / /' OTMEOOYAIAIEEJA6 I \) S•�
ANFAS FROM SEDIMENTATION N41DSK I i ,j'� DOMPLETEIr SiABaRED • COr1111AClOR
FROM IFAWMG PPOJECT IIe.Ts-FEED ADJUST IDC,ITDN6OFaEO.ENT FENCE Aa NECESeARYro y ). CLWMRARIYASSOCM]KW + / + / / 8 - s69 -..+ A vDEEI? Y]uw II-TANEADdr 111MAKIRWAE ' gFnF OCTA
PREVEM SEONEMT LEAVNG PROJECiIWRa NIT NOT LIMOED TO INSTALLATION OF NG I 1' / / // /" ff oFEo:xeaess PRntla"`
PERLEIEP SAT FENCE, PAM WATTLES 1 2 'ti G I NEEDED TO PROTECT PAVMARW FIRM
DEEDE>3SOap ! / J *\ f33.2W SF 053.06 ACRES
ANOWASHNGCFAJ-ENTPAVEMENT. I / \ j SEDNAENTATtOM-YE MORE IMEBART
3. INSTALL PROP09E0 WATER AND SEWER HPE9, 9TRUCTURE9,AND APPURTENANCES. \ 500,855 SF OR 0.FW ACRES I I CI - � ' � / / � � PID 06115011
1. ROUON GRADE ROAD, PARNNG LOT, AND WSTALL ADDrITONAI RIRIOFF PREVENTION I-MIES SHOWN W ) 1 FO aaxxxTPo
He9 W STANDARD SLT FERCE PROPOSED TEAPORMI'/ '' C
/ (TYP.1.8EE DETAu COMSfRVCtaM '- - -j{/' I - .�'� •� �<�ti..
s. EMauE DBIUDEO AFEAS CONTMUC TO DSCHMGE ro PROPOS® SEDIIENTI9NIMYER BASH, VNM ALL I I /': ! r h 1 ^ if . I PROPosE9 : ? l� ~` 7
d9TURBEO AREAS ARE nOWNDroPROM6FD STORM INLETS. ) / Y ' t LI
PROF. LETS ( $ ❑ I O MNCIEIE W�SHOI/f 1 TIM A Eq 1622 is S i
0. INSTALL PERMANENT STORY PIPES AND STRUCTURES As SHOWN OM TIFSE RANs. MISTALL TEMPORARY FNFI if i WELL •F y .
PPEB SROM PERMANENT STORM SKTEMroEROSION CONTROL BA411a AS NdCATFD ON THESE PLAMe. / (/'I(_ ss1' �ti . / I I RTa•ne[DETAL APRON (EWA .. �`�q,S:�.
T. INVALL TEMPORARY OUTLET STABLILITtdr AT ALLTEYPORARY OUTFALLL 1;. x.� : / . •' .' - ��� ,JY^'.`:
e.
-CONTRACT
NG AMD NSTALL ALL OTHER UTE.ITtES INNCATiD ON VIxTT1'AAM AND PPOFLES T� a / . �� �
PEN TREE SA lJ
P. STABLME All SLOPES AB a00M N APPLICABLE PER eE®IIIB eCHEp1aE8EF DETAIs. 1N11E-1 J
fe. LOWTELONORET IN-OUTMEAASMDICATEDOMTHESEPLAIq.
11. NSTALL CUM AND GUTTER AND PAVE PROPOSED ROAM. _ / /, _ _ �.REAR
t2 STABR AUREMMIINODBIUDEDAREAs.
I
fs. ONCE ALL CONBTRUCTDN AND GPADING Is COMPLETE. CALL ERO6ON CONTROL MSPECTdi ro ICpRMROR
I,, SCIIEdILE BITE RIBPECTIOIL GOMVEM NIST PRORCTDM ,}�.L��+�[,�a- { MANMOLEBAMD PPlS , / X.
11. ONCE EROaNMrCdrTROL WBPECTON GRAMTH PERWBBIOMro CLOSE TEMPORARY EROSION CdlfPOL INPAVED MEASroELT ` t µ e �ts• �AlA9t,. a S' SEE Aw TEP AND aflMRt cBFa3
BASINS EXCAVATE ACCIIMULARDSEDRIENT ANG daPOSE OF PER PROJECraPECMTCAT10Na AMD PLJll6. eADNe OMD -CURB AND / ,A \ rM-P (CWSM
DWNERT BE- ARE
STAT ro PaoPosm MY POND AND aArD FLTETI ONCE ALL COMTRIBUTNG GUTTER
";;D-- BASE / / RAMS FOR ARIRE BMD • �'
i'ORANAGE AREAS ARE STAIN-, ;'•
t to BACKFILL ANDOMDE BASWSTO ACHIEVE PROP06EDGPADF8 eI1oTIIr1G ON FRJAI GRADING PIAN& / ! ARE WBTALLEp
. to ETABLITE ALL DSTURBED MEAS RF9ULPND FROM BASIN CONVERSN)MSL081RE. / / -.. ���9- �w � .��
SPECIAL INSPECTIONS NOTE.As
PERSONSRESPONSSLEFORIANDDISTURBNG ACTMTESMLSTi / I / (L•a _.i /'TO i�p. CBFM ' °MAT tr RCP _ - O J4
NSPECT 9EdMEM MO EROSION CONTROL MFA91xES ON APRO.ELT iz ( O
' AFTER EACH PHASE OF THE PROJECTroEN9URE TINTTHE l f' / / � � � / -- pe tr RCP ICIASBM IfarBt $' a Caw Q J0 f0/
APPROVED EROSN]NAlD SEDIMFMATION CON1RCfl PlINSBEING - j I r ,6'11 _ __ -I t '.� I _.. �� Q ^J
fOLLOWI®.ASAMPIE SELF-MSPECTMIN REPORT. A9 WELL AS 1 - RN)POBEO T6ITMMER
DETAILS OF TE SELF-N9PECfDN PROGPrW CAN BE FOUND OFSJNE NOW OR FORNfRLY ".' a yRPl ty-ORpCE-8H ... _.. OV'`6 N1\Iq1 L%b0 4�
AT HTTPOMORTKJILOENRORGAYE&LFLEROSION MlsroRIC MARVW TR11Sr ':' f OETAID is RCP �5. RE _ 2A y NOWORFON-Y
ASANRINUM,TE NSPECTN)N SHALL SE PFAFORMEDAFTER EACH B3.1B8 SF OR 305 ACRE5 ,��j F110P. DOIIBIE RfRr C \ © ,-• BUILDINGy OEFD'660400a6
} FIA1E TKRF
aF TE FdLOWNGfiW.5E30FTNE PEW: PID 062160098 / MGN HAl LRO BLT
-ACP Q'4J
I, INSTAIATION OF M PER
CONTROL WETER EROSION AND SEGMENT ] FENCE (TTP.) ` 5... FFFgF.TJ\ / r Pllr C/ i� ` iW PN SF 04..5Rf ACAES
MFASIIPEs. J, , ' / F. PID 06215133
T. RISTALlAl10H OF SEOIMEM TRM9ASLSNS NDVR SIOMMEA/ / j e 1., 6j7„'' - - Y .,SFE 6TTMWI _ /
1 CWN
LEIVtMG ANO GRUBBNG OF E%STMVG GROLRD COVER / / y PROP.COWRf6 - - PROFIEB ••�\ ONRCE
1. COMPLETNNI OF ANY PHASE OF GRNTRIG ISWT REOIARES i l` NfFALL®MMMItIFYP1 $ DMIN rWIE MOTE J.
7,)
3. INSTAIIATION OF MEASURES DUMNG ANY PHAGE OF THE 4. y+' �7 - coNTAACTpt SNALL NsrALL MVERS AFTERA a
PROJECT. 1, CSM1N IA.
- I - CONTAIWTRD ORARMGE AREAMCOMREIELY
PROPOSED SEDIMENT BASIN 14lOP. COMCFCONCRETE- - 5
B. COYPLETTON GF CON3rRIlATDNCQ DEO RWAT
T tlaYTKUMkl TOF STORMwATER RETENTION OR WATER DRAINAGE AREA M7: _ FPLyNAr I� a 7,�( .i19rAL aTAB9IFID-eoxmAcroR NuurANE Nn ei
DTrPi _ / TAEA9IMES NEClSSARY ID PROTECT MVIRe 2
8. IX R ERLr TIE ESTABLSHMEM OF PERMANENT IMPERVIOUS 0.311 AC. / -. fY RC► ... AREAE-eEE NDTESTB BMHT
GRourIDCOVEMSFULVESTABusI GRAVEL 0.12 AC. FUTURE
NOTE THE ABOVE NSPECTION FEWIFELIENTS ARE N ADIXTION TO DENUDED = 1.02 AC. / - STRUCTURE 2
NPDE3 M3PECTMk1 REDURFAENTS TOTAL = 1.45 AC. MINI
/ IFMAF� iiLarosED RDacwEw l/ i
LEGEN ... ; �� / (TWJ •SEE DETAAS J
�2
pQ�
EXIST. MANN CONTOLR CI. pa r N Q
•Era: �7
.. _ Tcm ' I _ ���� L1J
EXST.MNOR cONTourt _ - _ _. _ _ t1• - - , M \'� -. • I Cn
S
HWPOSm BOLT[
PLOP. MAOR CONTWR �I QA e�' a cI6ReAw RYPJ I APB/�
PROP. MRIOR CONT0IR - MA t � �
IXST. TREE . Z O IXSTING SOLI TYPE FTS ®® �°PRROADPI0A9-ED sIEOAMM.F:APB R MEN Ja
Z
00--.e oRAVEL.Fa AO J
NOWORFOIIIFJLY - -_.-'t A•A 1F.. /
1401,
JQ DENIA®.633 AC. O
PROP. Ai.
TREE PROTECTION IPH.11 }� TIE wIIAGE OFMARYW - _... 1'DBl rI tf� PEC IT/I MAL -LINAC. Q
aisa 16fZ
PROP.dsTUrSANCELlwT3 xU,BOS SF OR aA A -.-
];(P/ Oq z
Dd0 VAGEOFWO
DEED66
G
1 C4 Li LL
PROP. CRANAOE AFEA•�- . II - PDFOIR r.[t� HAT CAB MFLLE 910.911 _ YIN �O -. - - z O
��O•L� v ffPP \ 15Aro39F OR 3.651ACRES � �/.j�/ .... pu�'� �P p0 z
TEMPS TFENCE(PH.1)-x-x-x- `- .}d( \ ' \ PID 06Y153WVI !/ / -. zi - i 0 I,I.I
TEMP MGH ILHARD SILT FENCE (PH _ f)--.A-A- � ` W'__' � f � �a•���G�--J-./(., •, _ I og O
Cj
PROP. CCNSTRUCTITRl ENTRANCE -\.. � •., 5_ mu � l m _..-
Lu J �
PROP. DNERS`ON DITCH
-►► --►► -►► - - - -- ' ` - - - - ts1 w
PROPOSED RIGHT# -WAY BT APPRox LouTTox PROP.
PROP. ROCK CHECK DAM ® 1PN.11 APB BW1OOERa -SEE RAMS BY PAReDNB
PROP. cAEac MEwrGW11 ROAo A MARVN 6'CNOOI
_ - �--** 4IpSIQFRECOVEDON
SEE PIAMseN>
SOADSPROPAA SBY OTNER9•
OAM B» SS - `1041"RO�%fwl 1YtVN1F FOR MORE sEORMATIOM FRECevFD oN PM91EaMs6aNTpN
PROP. SILT FFNLE pRlET 6'N.1) ® - 6PROP. DlNIIDlO " A]'1- ( i. 6T I� ,y\0 111MID1FPORMDNEMFORMA PROJEROJECrGE1R, TNN
PROP. TEAP. NLETPROTECTION i i ---...RYPJ `�' PU`
_
PROP.TELPffiTSACI! 11'- W � eql-_ ---_
b V NO`QWY
is OESKEBr:
AIDENFROPERTESLLGRAPHIC SCALE
]S-T=
mADRAWN ON: CAC
PROJECT TMI
Erx.Im
REST PROTECTION IRLt)I
�.. Pn aezzsFfl
PROP. CONC. WA3NOUT (-I)I. - ORIfFW DATE p6OiF(p1T
PROP ROCKOVER - ( IN FEET) I(IMFw.SHEET*.wws below. SHEET*.1 INCH = 30 FT. VYu nefom YOM dig. C4.1

§ 33x Tp
Off, i X
1E E
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2" TO J" WASHED STONE SHALL BE LOCATED WERE TRAFIFC WALL ENTER OR LEAVE THE
CONSTRUCTION STE ONTO A PUBLIC STREET. IF SUITABLE AGGREGATE IS UNAVAILABLE. THEN /2 (ASTM CM) OR RAILROAD
BALLAST STONE MAY BE USED.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
] THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWNG OF SEDMENT
ONTO PUBUC STREETS OR EXISTING PAVEMENT, THIS MAY REOUHRE PERIODIC TOP DRESSING NTN ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEGMENT.
{. ANY SEDIMENT SPILLED, MOPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY .
B 1. SFE �' 11[W 1011 �' O G'}ICRKIE WALIOUr AREA
M COIICREIE WA9101]i MEA SIHML BE INSTALLID PMOR ro AMY
G KRIETE PIACBOIT ON SITE
1 EOOf1E TRACKING COMTRQ a RE0.tXED AT ADOW POINT.
♦ SIVE SHALL BE PLAOD AT CONSIBUCINPI ENTRANCE, dFNnETE
ASIDUT MEA AND OTHER MFRS ONSIE AS HEMESNEr TO QFMIY
INDICATE THE LOCA" 6 THE CONCRETE —T MEA TO
aPmAAmRS OF c°xoET[ TNwa nD Pur pcs.
>, D¢AVATm INTEIINL 51µL X UR® N PlML1P BEpI
� ttRrt rA•Rc
4�
Waal nTu r.e� A
I� E '•�
S WHEN APPROPRIATE, WEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WEN
WASTING IS REWIRED, IT SHALL BE DOLE IN AN AREA STABILIZED WITH CRUSED STONE WINCH DRAINS INTO AN
MPROVED SEDIMENT BASIN.
GOISTMKT1Ml
•' E lliE WASNMJT AMA a1M1 K REPAIRED AND EIIMOED p
AB K¢SAIW! ro MAINTAIN DMAOTT FOR IIMEO IXRIOEIE
�'"
I
T. AT THE ETD OF ttxISINIC1101 M CONCRETE SNML BE REMONED
FROM THE SITE MD CIEPOSED OF ATM APPRO C WASTE !1E
wa
—_
Ew5]rr.c CRW $lY.l iABUGTNH
'd LANDER STONE
6 RE M LHOUT MEA SINN BE WEEK, AND AFTq MO
Slphl EWIT.
�
1W'O.d FILTER FABMC BE USED MICR[ RT Fp1tF a TO PDA•x1 FOR A RRI00 OF
t..
MCWE THW b QEYS
1 STEEL POSR SPILL eE S' -O' N MIMFi ANO M a ME AtF-FASTpHq NHCtL STEL _
NOTFs:
` y11111111I1it""
"'0 it""
♦ SLAP SOY
`
•j}e4f b5
Y " C -66'j
�� -♦.`
�Aq�SSOCIPtivt'h P•
MFFBDIpt°♦♦
50' NTN.
— -- W
'
n
_ __ _ _
P�wR'ETwMaro KIlaRoyllsAQT45
I I �.� 1TMw
WA*MNL, TYP. r'' MIS I
oR 1t oRffi T,m1
ASRen•nm�E MDIE:ro BE PLAarIC LIFO®
c61YMaMMstE
TrM.
J. T1RM YT RNCE UP ADP[ AT OTR. t fILRR BNRREAS SHKL BE w5MC1m Br TM —0RFSPOxSIBLE PMH
MSM WNFIXATFLY AFTERFKH RANR'ALL ANO AT LFASI —1 DMRPD
.. gWIZ SAFEtt FFNFE a MWRm AT Ovx OF SILT FE_ WTEx CMGNC a PROl01HGm RAIMKL NN ROMPS IIEEDm SIWL M wOF RWEpR1ELY. To
SWM VFFM. SREAMS 011 WERAN05 MFG SWW] eUrRR
(
EINIRONYpWMLY 9014 a RLSLR,fli FIXI N911W IDEx11FICATNIN R x. FOF AMXC S, P—PEPUfFp NNMPRT. BWMFR BiILL 6 NECFSsARY. M
a ORNxHG[ MQA I NOT ORGTER RNM t/. K]E Pm 100 Ft OF FENCE J. SF1WCHi OF
; 51nPE Mw'TNs nlcEm gcMrmIR w NE TH SNWm B[ RFMP[D wEn DEP05TJ RFA[N MPRJN. wlF
rAxE e.ez. ImTN n�ADEw. nHE NRrt OF Tlrc WwMER. DNRNT DEPoslrs REwA.Na w
NOT 1M
EROSIOn Ax0 SEMMEM OExIOII I•ErNIAI MTFA TM SUi _TE a REMOvm Yell K pAF35m TO CON CRM TO
EY6TNG VINE PPEPNEO ANO sFElAO.
oo NOT OR oTFMP
AR6s a mNrnn.Arm rmW.
NOT TO SCALAE
NOTFOSCALE
MDTm SCALE
A.�N�•�•''CAR�� bar
:=oQ'/
za
E
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT
TEMPORARY SILT FENCE
ie22
•,N•..:.•
G ER
1
cALKVAxm xwE G.Iw
wR°PpE cE«.> aTR,NP Nln«
GENERAL NOTES'
""E rtNOxG •'"E FunNc
WOWx FILTm rAelc R k la ��—D�f
wale ,; „PUNS141� °M
'�� R° -^M
- - -
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING ORCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE / e RM"M 1101[
w
TOE OF UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
GAu B Ir 1W� r wP
V,
r.PNveu NOTES:
Rxcwc b11NL IEA 1RHNARI a Jx• w .NTN Ano swlL TNWE A 11MIMUY a s
,. LPE MRFS qM tx' STAT VAGHG.
2. Yghx rR.ttP FABRK K u5m WHERE SILT FENCE a TO MM'N FOR A F—I OF MORE
ter)_ A MAXIMUM SPACING B
dl -
_r
wN n n n.
1 STEEL Posrs YAWL BE r-0' IN VENN, Aw BE OF INE SMS-FAJTENEA MHPIE STIR¢
GENERAL NOTES; NirNANEF HpTF�.
A AND B ARE AT EQUAL ELEVATIONS CROSS SECTION
RE
T6 t. RTER OUREn SwM BE WSPECRO BY YNE RNANCMAEY MSPbnOEE PARTY M
t. '/AVE FpATNp SIPIt M AT IFAfiI /t0 WCC WTIH A wIIMw OF. UxE WANES WIM tY
STEP 9PAGx0.OR
+. ATXMFMI KTMe OERLEI SwIE BE to w[Ks MW BUT NO iAUTA TNM INCHES.
IE AGFNI MMEDWTFLT ITTEA FApH RAHFML AND 1 LGST DKY OEIRPNC
2 RP -PM 9HNL % USm AID CORpfm WYIH . INCHES K NC001 /5 OII PRpmxCED ALL AM' Y.
x. Cl ­/b>
lI-
b. TURN SILT FDK[ W POPE AT RIDS
RA9E0 SORE Ox INE UPXOPE SYt 2 RE SlOxE 4w1L BE REPWFD PRGII(LY MER N'n DNT]i TINT HAS CLIXKSO
R,w BARKERS Swu aE wsncTm er TM rINMHOMar MSRMEIAE PARrc OR
b. WNIE MESH SHML BC MM. t1 OKE WRH WIM1W Ix' VCNxCS. t KqT MYFGATELY MFR EACH RANFML AMp AT LWT OKY
POSTS sNML eE NO MORE rFMN .FEET NAM. oR RENQ.En N.
ATW.
PROLONI'.ED RNMALL. AFN REPAwS WANE mwiBY.
I FFFAFn SWLL M Nw
]. vME ANO W.ESNSTONE a MWMED t0 BE 9NOIA• W PUNT AT THE t0E lW SmPE3
ORLATEP T1W! lO FEET YERTKAL Q:1 AOFE) x. SIIOIIm m U ESOF
'0
MLE4= THF BNO�EbOR NE[ESSARYa iK FMFK
B. ORANGE S.VTIY FENCE a RgIOED AT BM:N OF SILT FENCE WN 0RAD�G 6 A—ENT YWL BE RERALEO PtYWVTLY.
N BLNRM, 5nEAM5 OR vETGMDJ REFER ro SWIM IE,N1tEEARONUEMNI"CRY SENSE J. SmWOR OFPOYTS SHgAU BE MINDED wMN [EPOY2 MAGE NWF TNT HERM
MFAB. OPMMl a MSEPYFO FOR WISINA TON OF RN[ OF THE BMtlOq. SEDW[M OEPO5115 RFW.NEND IN RKL AREP HAIR SWTa�=
a. OP/•NAR MFA CN IpT BF ORGTER Twµ OEP tm PREPMtD NU YEZ, __ TO CANFOIw TO TrTE f991NG GWOF.
1. SRN WRt 5 AT AM POM SJMIL COMCOrtRA1ED iiDws AM ANRCRPATEO NUI AT THE 1 SEdMEM DEPOYTS SOUND eE REl•Dvm YWfEH OEPOSIR RFKN IYIT THE HOM11
OWN— 1Mf NAPEGTOR. Of iK BWRER. .PITY SEDIMFNI DEPOSITS MWMIHG N RINE AFT:R THE SILt
5. ONE KIE W%MLM OIWNNE MG PER OUTET. VADE FRFPMm AHD SCEOFD. IRf55FD ro CONFORM ro THE EWKTINC
,t 3: �, _ R_� a xecWI I��i�±:
RRII nmx
u _ '�,p a �v_ Vis_ y, _
N
[OM. HTG�F KRIS STRFMAS. OIGIES. WAIERAMn OR OTNW
NOTTOSC U!
E�NOTTOSCAF
NOFTOBCNEHIGH
rc�
HAZARD TEMPORARY SILT FENCE
STONE OUTLET IN SILT FENCE
TEMPORARY ROCK CHECK DAM
J.PLAN
=
VIEW BMTIE DTP> NOTES:
OERICN cmTmW T.
�'1V11�EG�"«�E'�_
VIEW _ NOTES:PLAN
_ MFFR To
'
SLOPE
Lµr�sc.w
TdM MrrlMw
D K, ILwm A oASwa.
(KMS) <tOD AC.
Fw���/ o.,.
SPAwa MD
MN. Mw. �'
LEMON TO
].1 INFLOW J. RRST WERF W To K
_ °F M° -M'.
-
ncEscPOM
SECTION /e..
MEA < ,0 K, EMBANKMENT iO1 ADDITIONAL
(KMS) SEEPECIF_TKINS
EFFICiM TO 2t 5K K sEDIMEM
MOTH MCO INFLOW lO, BAYNS.
x. RET£R TO M.
Q
r
W
Q N
J U-
0 O
0
-
Z
TDP D< BERM (2' MN)
mpNJAm
HMrt O Y
Ab MWL Yn•D,x Es T.
YM. '....... ., FtAa�OOvm RmN xm
1M% /STERE 19 FORCwG
IFNOTN 10 e:1 MIO RKTALUtON
I`
M GMMOED AT BE ENSLOPE
HIGH HA2µO 56T FENCE
AVSN -'a, (SEE NOTE SIE PIAN)
1lR,EL (.'p�.'
bIHyD
�]U
DTVI MD CqO
OEPTiH TO BE DESIGNED UA'0
BY ENGINEER (T MIN)
MIOM MM Nt ary V WYwiE
Mw. 1000 IR.ERAu yllVE. SDEWPTERING WKIMMER ELEwTKN
MOURm K. alExcw
VOIUW fes. FI. WMd TEs
pa RBm) a
OF LW20•
OF DEVICE nrvATOx
AyS SPLLWEY
SIMACE (50. R. /AY AT
CROSS-SECTION VIEW xoRu
1' FREEBOARD
6" MAK. DEPTH OF FLOW W
OVER EMERGENCY SPILLWAY EMBANKMENT
INFLOW WN. V T
PRIMARY SPILLWAY (RISER)
mOM MID SHIMMER J. SKRM•EP INVERT
DEWATE
ATE
vwuME v pp�. N Axu DEVICE RING BASIN BOTTOM a
ME
et1JWT H SPULWAY
MaNnm ) •ANDD[ SPILLWAY
ie. u iV V F2rMRY ELEVATION -
9UMKE S]5 L SKIMMER RNERi
WAWA PFA CFT.T. FLNATON
OTO)
"E°wEO CROSS-SECTION VIEW BAFFLE
V �EBOD _5' Mw.
6" MAX. DEPTH OF FLOW EMBANKMENT
INFLOW BMFLES OVER EMERGENCY SPILLWAY T�1.5' YIN.
MIN. V
Z.5' MAX.
Z
uj
O w
i
z U)
L V,
O ��
0
W
LL
U
0
„ 1
'•VVlI+SS
NOTE:
. GTCH SHOlILO HAVE LITNCRUDINM SLOPE pf 1R.
2. SILT FENCE MAY BE REQUIRED B04M BERM
SILT
DEWATERING 1
ZONE
EMERGENCY
FILTER FABRIC SPILLWAY
CLEANGJT
ANT -SCEP
PTH BAFFLEDATA BLOCK (./2) P� �M
DEWATERING
20NE N:2' MINI EMERGENCY
/ SPILLWAY
FILTER FABRIC FI. f
CLEANOUT
NxT.S
DATA BLOCK
W
T
PROJeCTMANAWt TIM
BAa1N ORMFE•.E MALE AAFA CCF !1 Z SNMMER Yu1oIEP
�RG CLWK rt. ID il. IEPM (R) (FEET) (RET) (FEET) (FEET) (FEEL) RP[
RS R
MSIN ORAaMON DUItgm SIN WIlANE BWN FKE MG LFANWT M 2 SINNER
MMA OV• GUMC rt. <I1BIC rt. SSI �M :(FT.) (REI') (fII1) (F6 (RETE (FEET) J"OWIPFEETFH T9ECRER
OE9M'tJED BY: TIM
88-1 1A6 t.NO O.oA z6w IAM 2,OTW S.BBD 1.x6 x5 1 ro t3 w 2 t8
S62 -t.tt 1.18 A,00 21M AAeB I,tM 2,801 1.25 fxA A 12 to 5 r t9
DRAM BY.
PROFECT NUMBER ETBSAW
Nvrro SGIE
NOT TO SCALE
ORKTIMAL wTE OBDrAll
NOT TO SCALE
C4.2
TEMPORARY DIVERSION SWALE
SEDIMENT BASIN
SKIMMER SEDIMENT BASIN

I
K' -o• wnx. swuo
s' srt¢ rosI -
I
MNiLE �9I
to P sr • FLOW .�
REx T °Mn"."x PEP __7
oR s s
SwxL MPutE Y�er£s�s�Twr
/Jrt WY AD oR BOGGED.
CP_r`TIr)Nl
COIR BAFFLE
can ewF1E wTOML
GTP)
GENTLE SLOPES
STEEP SLOPES
SEEDING
MIXTURE
00 lbs/ocre O/ foil fesue
GENERAL NOTES:
WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED.
FALL: August 25 - October
1. DRIVE V S1EEL POST AT LEAST
Late winter: February 15 - April 15
24' INTO SOLID GROUND.
Coir Fiber Belle Material Property R QemerKe
2. USE STAPLES I' APART
Thickness
Y:...
0.30 R1.: mirwri1T1
HORIZONTALLY AND VERTICALLY
TO ATTACH THE TITER FABRIC
Tensile Str tri (Wet
9W x 68D bM minimum
TO THE MRE FENCE.
Elongation (Wet)
69/il z-:'i4%RlBximum
3. MINIMUM BAFFLE SPACING IS V.
Flow Vel
10-12fYsec .
Appy lime and fertilizer per soil tests, or 4000
Weight
-_
-,20oVSY.680 m minimum
lbs/ocre limestone and 1000 IWO- 10-10-10
Minimum Width
6.5 feel.
fertili.-
Open Area
50% maximum
K' -o• wnx. swuo
s' srt¢ rosI -
I
MNiLE �9I
to P sr • FLOW .�
REx T °Mn"."x PEP __7
oR s s
SwxL MPutE Y�er£s�s�Twr
/Jrt WY AD oR BOGGED.
CP_r`TIr)Nl
COIR BAFFLE
can ewF1E wTOML
GTP)
GENTLE SLOPES
STEEP SLOPES
SEEDING
MIXTURE
00 lbs/ocre O/ foil fesue
100 Ube/ocre tall fescue
30 Ica/acre Sericea lespedexa
(uns fied after August 15)
10 roe/acre Kobe iespedexa
WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED.
FALL: August 25 - October
FALL: August 25 - October 15
Late winter: February 15 - April 15
late winter: February 15 - April 15
SEEDING
To extend spring seeding into June, odd
To extend spring seeding into June, add
DATES
15 lbs/acre hulled Bennudagrass
15 lbs/acre hulled Bermudag...
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
Overxeding of Kobe lespedeza over tall -seeded
Overseeding of Kobe kapedexo over fall -seeded
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Appy lime and fertilizer per soil tests, or 4000
Appy lime and fertilizer per soil tests, or 4000
AMENDMEMS
lbs/ocre limestone and 1000 IWO- 10-10-10
Ibe/ocre limestone and 1000 lbs/acre 10-10-10
llllll�ll�
fertili.-
fertilizer.
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION,
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTERBAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCOOT
ROADS.
T
' P[eA9 FOR
RE1gl/1 m0M IMFT
IF. •a bmu_
WARP LOIS
aTa EASN��
GUILT
INICTAI 1 ATInNI
TEMP. SILT SACK
r eyo''' GENERAL NOTES:
1. USE WIT. II IHCw ON1ETEP A . 'MTBE
2 USE 1 R. WOORAI (S) To 'MIH IG x IN x 2 NL eIFUNIAL CROSS NASH
�• 3, pLY INSTALL OAR, W TOL HEIGHT IN S DM GT F1gY FAL HOT IMS11 AROUND
MARIE ANO SCOUIU F 2N SORES AND AS AND4EU.
4. RISTALL A MYTUE OF x TOM of, STAxb AND 4 OOMISOPE STAINES AT M ANOIE
rol 1VIDE STAPLES
TO BOTTOM K GfCM.
S. PRONE SrAPliS W.OE OF O.txS M. ONIERR SIFFFL NDE FORMED INTO A V SHAPE
morins \ r+HN1M MOT LESS THAN 12• IN LENOTN.
e. INMALL STAPLES APPROAOMTELr EVEN 1 sax- fDOf11 ON
BOTH
M ucASIDES of MMTTE
a°1O1Pre
AMD H END TO _RE To sax-
7.EALL WTTINa M ACCORO•MCE Mrlll SECTpN feJT Di THE HCaOi STAHHMRO
SP
sPEgRrwnoNs
8. URA TO POLYAgrnA "' (PAY) O"AL. AND A,T E A Sol 5'MIPIE FROM PnG1ECl
F,aOOA, AND FROM APPLIED
EACH E. AND ANNYIE FOR APPROPPNTE PW
FLOCCUI AP TO BE APPNED r0 EACH wATTE.
9. sHEFIE SPRY 2 F`UxIIS OF I OUNC OR NVAM N EACH
PINI Or W MATTE
ISOMETRIC. VIEW Mf3E 11W1ER FILL RDW AND T AU. ON WmNG GJ EKH ORE xr MATTE
/-r REAPPLY PAM AFTER EWO RNRFALL EVIIO TNT b EOUR1 m OR ExCEE05 0.50 N.
'N't / sr anw w 6 w1
CRVEE 055 SECTION wA+c • �•
DITCH ��±±
A / 'µuax xwv +IAro
iw
w r R� l
TRAPEzaoAL DITCH
• ciTr of CL"-
LAND DEVELOPMENT 5rTODARDS WITH MATTING AND OPTIONAL PAM
Luufyrm INCLUDES CBARLOTTB Krl
z. RFFm TO tt RmErw PRArna sTw.aw6s uo srcvlrwmrs HAr roR RPRrP ,wmTR ttslaG srAxaVms.
!K 1TIE PSE OR zT.
A_AT
nIF pacR•Ace Darin AT A M•Xwu Son ar I w A Tma xor LEss TTEVI Teo nNse TIc PSE
GI•METeR a BLv£M IElarn.
1. TI4TF SHWA % e0 OTW1aW FROM nGF FNO V Te APRON a M[ 9AFACE or THE RF¢rAtc cTwPFI
APG ro H PAvm oR RSPIPKp STALL IN UxOERCUT 50 TMT ME M.tAT D< TIE RPM1OM 900E K AT
-T
T TML AIi [IW ACE Oe 1Rf M{fNwG CHRVIFL MF A�RaI SwLL w2 A CUroR
e LMx.+Rrm" a TRE FNo ar TRc APRax 9Mu eE EauN ro TRE eo1TB. waTN ar nHE RErA•MN cRNsn.
TAPER TO Rf2A1IHc OHNRIFI S:T 3
e. LVW Nw TREE In— C L a[ µLOwEO. TER.TRE gAcsls a ryl ErtRFA toOSE M4
I. TIF PIAAYTN Or FRL rRXFR LD09E a9 COW/alfD M TE RE<ENwG CIGeF1I1 SWIt ROr M ALLfNEU.
l Na ®Os OR CWNES N Mf r10MdnAL ALxAGEI[Rr o TIE .VTroR ANLL R HTMRTFp. rro w,Eea
e. nLT:R r•MLC 9001 BE N9AUED M cOWCHO STecRAOE PRIOR 10 PtACp1M 01 RS MP. PLS
ARG IRON Exo a AFROR TO RFIWMNO BMVG[L PWT H R•wt¢FO.
CNNUOTTE HSco-x"a 51NsI - IWXW fon 49CN oA «
- ELE4G➢ON
NOTE 1
1. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND ALL DISTURBED PERIMETER AREAS
WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED.
2. ALL GRADED SLOPES AND FILLS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS AND GRADED SLOPES AND
FILLS WITH A SLOPE GREATER THAN 3:1 WITHIN 7 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED
13
OR HAS TEMPORARILY CEASED.
3. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL
TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABIUZATION WITH GROUND COVER AS
7 TI
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
IFLoo)
ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND DISTURBING ACTIVITY.
NOT TO s uE
NOT TO SCALE
��®llll�'
TEMPORARY SEEDING SCHEDULE
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION,
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTERBAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCOOT
ROADS.
T
' P[eA9 FOR
RE1gl/1 m0M IMFT
IF. •a bmu_
WARP LOIS
aTa EASN��
GUILT
INICTAI 1 ATInNI
TEMP. SILT SACK
r eyo''' GENERAL NOTES:
1. USE WIT. II IHCw ON1ETEP A . 'MTBE
2 USE 1 R. WOORAI (S) To 'MIH IG x IN x 2 NL eIFUNIAL CROSS NASH
�• 3, pLY INSTALL OAR, W TOL HEIGHT IN S DM GT F1gY FAL HOT IMS11 AROUND
MARIE ANO SCOUIU F 2N SORES AND AS AND4EU.
4. RISTALL A MYTUE OF x TOM of, STAxb AND 4 OOMISOPE STAINES AT M ANOIE
rol 1VIDE STAPLES
TO BOTTOM K GfCM.
S. PRONE SrAPliS W.OE OF O.txS M. ONIERR SIFFFL NDE FORMED INTO A V SHAPE
morins \ r+HN1M MOT LESS THAN 12• IN LENOTN.
e. INMALL STAPLES APPROAOMTELr EVEN 1 sax- fDOf11 ON
BOTH
M ucASIDES of MMTTE
a°1O1Pre
AMD H END TO _RE To sax-
7.EALL WTTINa M ACCORO•MCE Mrlll SECTpN feJT Di THE HCaOi STAHHMRO
SP
sPEgRrwnoNs
8. URA TO POLYAgrnA "' (PAY) O"AL. AND A,T E A Sol 5'MIPIE FROM PnG1ECl
F,aOOA, AND FROM APPLIED
EACH E. AND ANNYIE FOR APPROPPNTE PW
FLOCCUI AP TO BE APPNED r0 EACH wATTE.
9. sHEFIE SPRY 2 F`UxIIS OF I OUNC OR NVAM N EACH
PINI Or W MATTE
ISOMETRIC. VIEW Mf3E 11W1ER FILL RDW AND T AU. ON WmNG GJ EKH ORE xr MATTE
/-r REAPPLY PAM AFTER EWO RNRFALL EVIIO TNT b EOUR1 m OR ExCEE05 0.50 N.
'N't / sr anw w 6 w1
CRVEE 055 SECTION wA+c • �•
DITCH ��±±
A / 'µuax xwv +IAro
iw
w r R� l
TRAPEzaoAL DITCH
• ciTr of CL"-
LAND DEVELOPMENT 5rTODARDS WITH MATTING AND OPTIONAL PAM
Luufyrm INCLUDES CBARLOTTB Krl
z. RFFm TO tt RmErw PRArna sTw.aw6s uo srcvlrwmrs HAr roR RPRrP ,wmTR ttslaG srAxaVms.
!K 1TIE PSE OR zT.
A_AT
nIF pacR•Ace Darin AT A M•Xwu Son ar I w A Tma xor LEss TTEVI Teo nNse TIc PSE
GI•METeR a BLv£M IElarn.
1. TI4TF SHWA % e0 OTW1aW FROM nGF FNO V Te APRON a M[ 9AFACE or THE RF¢rAtc cTwPFI
APG ro H PAvm oR RSPIPKp STALL IN UxOERCUT 50 TMT ME M.tAT D< TIE RPM1OM 900E K AT
-T
T TML AIi [IW ACE Oe 1Rf M{fNwG CHRVIFL MF A�RaI SwLL w2 A CUroR
e LMx.+Rrm" a TRE FNo ar TRc APRax 9Mu eE EauN ro TRE eo1TB. waTN ar nHE RErA•MN cRNsn.
TAPER TO Rf2A1IHc OHNRIFI S:T 3
e. LVW Nw TREE In— C L a[ µLOwEO. TER.TRE gAcsls a ryl ErtRFA toOSE M4
I. TIF PIAAYTN Or FRL rRXFR LD09E a9 COW/alfD M TE RE<ENwG CIGeF1I1 SWIt ROr M ALLfNEU.
l Na ®Os OR CWNES N Mf r10MdnAL ALxAGEI[Rr o TIE .VTroR ANLL R HTMRTFp. rro w,Eea
e. nLT:R r•MLC 9001 BE N9AUED M cOWCHO STecRAOE PRIOR 10 PtACp1M 01 RS MP. PLS
ARG IRON Exo a AFROR TO RFIWMNO BMVG[L PWT H R•wt¢FO.
CNNUOTTE HSco-x"a 51NsI - IWXW fon 49CN oA «
- ELE4G➢ON
m Lr h A�m x 9aM1M Uro Gosax cOMRw EMuvA
RIP -RAP APRONS AT OUTFALLS
DATA BLOCK
a+uNwE owuom nnEIBN
N ARu •mss
M R. <Gac rr. so R. sa R. wmx(Fr.> (IrEO
SB -1 1.16 x.610 1.BeP 2.P71 e4B60 Trp 23
sa: H T6 zlx. .,Des z14s zw1 I.xs 2.s
K NMxEo smrw I w w
s• w. nHKx . r IECR (wl nAs
\\\ •' NNE / ' srMeMYwNLYG
.y
�\\_7
9YMAGt SPM. Fea. -TI 'T. 2 T]P Or BERN FLLVATgry
PERSPECTIVE NEW
NFA R I NOTFC. is swHm smxE
--yyBAAIRS Rw
I P�ROTWcr�exeT"I"iIa weaTx aw eLOI 9HOEaa eE u9D To-7�(-�z RET
' .NEms TRw orae. s AceEz oR Ilss.
2.TRE NRevlw •ccvRo Isms
OTIFRMSE Nmm. ru
s PRrn m sEplOrt nEACRIRG .ANF a HIE6M Hix. - - _ _ - -
.. Ytt BE v6Fa AT PEES MIR wR. GMIc1FA OF b•. BLNIax [LLYATgN !6R xa1C 3) SECTION
NOT TO SCALE
GRAVEL AND RIP RAP FILTER BERM BASIN
GENERAL NOTEe:
1. LINIFORLILY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5-FDOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUMNIG THE
INLET. SPACE POSTS EVENLY MOUND
THE PERIMETER OF THE INLET, A
14NOMUIR OF 4 FEET APART.
3. SURROUND THE POSTS WTH WIRE
MESH HARDWARE CLOTH. SECURE
THE WINE MESH TO THE STEEL
POSTS AT THE TCP, WOLF. AND
BOTTOM. PLA NO A 2 -FOOT FLAP
OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PUCE CLEAR GRAVEL (NC DOT #5
OR/S7 STONE) ON A 2,1
MIROPE
TI A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5. ONCE THE CONTRIBUTING MANAGE
AREA HAS BEEN STABILIZED. REMOVE
ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING
ELEVATIONS
S. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
TEMP. TREE PROTECTION FENCING
I i MAX.- �
G.
�� s afgaqgg*�
G. a$ a
W
w
RoA CA,
Rx MUUCH'P
RAT ARRA$ HOT
m BY BARTER. % 'Y
s- c-66
A 4FNID1111M\ VQ,`C
NOT TO SGAGE •�P1N,_•�'�0z�•
i O �'Cg, y•t
t
9
1622
9 -GAUGE HARDwME
(}' MESH OPENINGS)
'----------�
2'
II fi MIN.
2'
1
TO
DEVDEV D cVn STTs I HARDWARE CLOTH AND GRAVEL
I
LMIIAPYENT STANDARDS INLET PROTECTION
�.(&
tNTAT'F}- )NCLUDB4 ClIalo 6 M 30.09 1
PVC END CAP
MM ASSEMBLY
Y' ENCLOSURE
PERSPECTIVE VIEW WATER. ENTRY UNIT
IufiC5 E
END VIEW FRONT VIEW
SCHEWTIC OF SKIMMER TAKEN FRON PaoxSnvM ODSroN AND MDNENT POLLUTION CONTROL _AL, MVICN ROOD.
SEDIMENT BASIN SKIMMER
sD
J
E J
t Z
U
LL
] N �
0 Z
C CV 0->C
5 Lu
G
7 V 0
5 LU
0 Q
U J
> O
PROJECT MAILAGM
DESIRED W.
DRAWN BY:
NOTT06GALE PikUEGTMLNER
S M'.
C4.3
��®llll�'
llllll�ll�
m Lr h A�m x 9aM1M Uro Gosax cOMRw EMuvA
RIP -RAP APRONS AT OUTFALLS
DATA BLOCK
a+uNwE owuom nnEIBN
N ARu •mss
M R. <Gac rr. so R. sa R. wmx(Fr.> (IrEO
SB -1 1.16 x.610 1.BeP 2.P71 e4B60 Trp 23
sa: H T6 zlx. .,Des z14s zw1 I.xs 2.s
K NMxEo smrw I w w
s• w. nHKx . r IECR (wl nAs
\\\ •' NNE / ' srMeMYwNLYG
.y
�\\_7
9YMAGt SPM. Fea. -TI 'T. 2 T]P Or BERN FLLVATgry
PERSPECTIVE NEW
NFA R I NOTFC. is swHm smxE
--yyBAAIRS Rw
I P�ROTWcr�exeT"I"iIa weaTx aw eLOI 9HOEaa eE u9D To-7�(-�z RET
' .NEms TRw orae. s AceEz oR Ilss.
2.TRE NRevlw •ccvRo Isms
OTIFRMSE Nmm. ru
s PRrn m sEplOrt nEACRIRG .ANF a HIE6M Hix. - - _ _ - -
.. Ytt BE v6Fa AT PEES MIR wR. GMIc1FA OF b•. BLNIax [LLYATgN !6R xa1C 3) SECTION
NOT TO SCALE
GRAVEL AND RIP RAP FILTER BERM BASIN
GENERAL NOTEe:
1. LINIFORLILY GRADE A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5-FDOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUMNIG THE
INLET. SPACE POSTS EVENLY MOUND
THE PERIMETER OF THE INLET, A
14NOMUIR OF 4 FEET APART.
3. SURROUND THE POSTS WTH WIRE
MESH HARDWARE CLOTH. SECURE
THE WINE MESH TO THE STEEL
POSTS AT THE TCP, WOLF. AND
BOTTOM. PLA NO A 2 -FOOT FLAP
OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4. PUCE CLEAR GRAVEL (NC DOT #5
OR/S7 STONE) ON A 2,1
MIROPE
TI A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5. ONCE THE CONTRIBUTING MANAGE
AREA HAS BEEN STABILIZED. REMOVE
ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING
ELEVATIONS
S. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
TEMP. TREE PROTECTION FENCING
I i MAX.- �
G.
�� s afgaqgg*�
G. a$ a
W
w
RoA CA,
Rx MUUCH'P
RAT ARRA$ HOT
m BY BARTER. % 'Y
s- c-66
A 4FNID1111M\ VQ,`C
NOT TO SGAGE •�P1N,_•�'�0z�•
i O �'Cg, y•t
t
9
1622
9 -GAUGE HARDwME
(}' MESH OPENINGS)
'----------�
2'
II fi MIN.
2'
1
TO
DEVDEV D cVn STTs I HARDWARE CLOTH AND GRAVEL
I
LMIIAPYENT STANDARDS INLET PROTECTION
�.(&
tNTAT'F}- )NCLUDB4 ClIalo 6 M 30.09 1
PVC END CAP
MM ASSEMBLY
Y' ENCLOSURE
PERSPECTIVE VIEW WATER. ENTRY UNIT
IufiC5 E
END VIEW FRONT VIEW
SCHEWTIC OF SKIMMER TAKEN FRON PaoxSnvM ODSroN AND MDNENT POLLUTION CONTROL _AL, MVICN ROOD.
SEDIMENT BASIN SKIMMER
sD
J
E J
t Z
U
LL
] N �
0 Z
C CV 0->C
5 Lu
G
7 V 0
5 LU
0 Q
U J
> O
PROJECT MAILAGM
DESIRED W.
DRAWN BY:
NOTT06GALE PikUEGTMLNER
S M'.
C4.3

F\tlnL
n r�
nAN
1
�
'EpQp RR qyj$
KAr t:ta aIAK
GEEN
AAIrEANp�RIeIB Yies♦NMLeMM eOEwrM
Bzsissa TNw,yL FROV•Er RAd1•, AAn
L 911)11[1 /IW MINIAiwAN FeAYRAeYLL
sEYe•iATOTMRdleMlNE1yYFAAtlw TIIM NOIEIM
_
• • • • • ` • • • •
• L• • • • • • • • : • ..... a �.•u.�,.'.
exreolw,rnYaolurewa(eo
paAY es nKu•A eB[ F1AK)
F \ABKICA154 01�D WOOfN A11 MiLpB,
ssI>ecTeo sr AllBlllR°�YB. CoI.oIIN
-
< Q � � J,
W x y
i Mwllllq teMMNFNM{LSFFl1NN sweas FwMLLBTORAIl.M w
WALL
IMBIIAIA
wiNlA F1gRFs a 1N CUI�MDAIRIOL CM Fla•1 T1RN
COBIYRIIpLCCINlIBIOIIBNMCYlIIIRIII iE1MN![AT m, op
,ACKAINIEweueA°enAlalca
YALIAY G1NY •
t111A•Fm_
/ a1IIAX L•IBMO
■A/�
�
a
a
k
�.
PLAN
rTnaK mlcRele D
wcasara RAr. Ys
COIICAETs c,IRS ABYTIs16
FaL1AONT CYRS BlYap EIR ELAN
seNm •ounw ADNI's
lOI Or R[TUMI Clsls
weasBa� BIACBS AIM/
Ei1Rr•0
sIMONS RAN 1oR BLoer
r • tto•OD•aCILN
atl BLOFE CONCRETB BIIML trr—Fpls Aif 0.0
ssaeerwlEM sAL
osglM SRDO•FMsll�••`
�t '� /IAL •iOFs•
1111//////
r
FINN
I
I
SH CARp� b
ur
,- .� -.. -.
U I t. •I
-,
• ... /
- rTl•aL Kaes Fs coNClca
RAw
, r w•TNYAA•s t7F2 FLAN
,a- �-.
,rr ,:,a RAltr serao
_
71 u.. I� .•11
wKtrtl®wsc I :U
FooTBls (1rFICAl7 . -
I
=3 C-66
%its'
: s ° �':
,/•//�onmiiro��",``•
°ApR®cumsfcmm
ACCESSIBLE RAMP SECTION A -A
sas tKswNxtlBrAa roIE
tIF/ASA
I
SUMPAMMa
-
TIRDIpIrn
DnoraM etOUTKw.1orT
cowcftETEr1A1LSEF•I
owTalsacAt REFCRT mrr.l
Narrosc\Ie
�� NmroeuAl:
, ��N')�ARO �'•
v1622i
ACCESSIBLE RAMP
ACCESSIBLE RAMP AND PARKING SPACES
ACCESSIBLE RAMP WITH HANDRAIL
�;f
i{y?
2,
I
R
$ ��
STANDARD CROSMNLK
O.a' m zv)
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
MI -VISIBILITY MOSMALKI
Yr.
�r.�
0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 00 00000000 000000 0 0 00 O OO
few
em
slows
11FC1ANa'MEM
eoYq
weeNEl
oeNwRA u+
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 p.s• TO a^�
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w O O
:1 11
,(p( r I II �'� ((ry` f�!qS 8•i pp h ppIt 5
[71 Y t{Il�l I� Irk&, 9�'�p 11fy ill IltjP ({dJF li'I�II
-
o 0 0 0 o 0 o o 0 o 0 o 0 0 0 0 0 0 0 0 o 0 o(
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o
Id4 I N _
IW. 11 '•�
aTosaux
o 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O O O
a l71 I"'I•� 3 i �.1� .I I I III
PLAN
�"""" •�
00000000000000000 o o 0000v�:*e�wE
0 0 0 o o 0 0 0 0 o o o 0 0 0 0 0 0 0 0 0 0 0
—
RFe N,Ise
O °O O OO
0
wRls,.aN.wa.ew.\. -
.-o• Y.I. (wolfs elm nom aE RNM>
TRUNCATED DOME PLAN VIEW
I(9.IE1 TRUNCATED DOME SPACIN
,. oo.¢s� lar mislellRSR vYu r: as .Nom elNnsT GR EYxoom
a.sAy '
'
LEOp
wIPRs OY.wa wAwr lwa A
_ A :w "w's
�sSEC
TRw)oAlesw
rRe NwR AwRwa or .la Tow+ olaRl¢e xYaw mmEO1rl)o I'EsrwA'rtioml ([rcw�}
]. NDTI V OETERA0.E Mleq AINA RYLt aC . YRMW aF s ER) A10 »AI eM we1R ? RAIr
MNRM Of w)fCE/e1L wML ARG 9WL Q T IRT RTfMNIR Y IICRw wpRt
onERraA weer ARu TAN sc awYln�woa mEo w . cllu IYws.
i oEacuac woes oaYEs sYu a / saYx aro w na waolsw�Yl o.riml a
• , .
-. j �, : 1..0. 7 � :;- f •.
--1 I - "1 t � ,I r- F"-'
ar e.wwn _
.e. Nr/s
. Itw,m leusrr FeYA
e w R. e.o.
m. ew .e.. e.nws ..RarR sr. .YYI. neAw.r.ee..
a TRRrtE m roser waus )o eau zIrEEN owes. 0
a oETERRRE N1eea Aeu al\wl eE cGIGRm BUDc w N\ IGfIllaNs .r
,OI Y Y�im°' Tlex 0°41�Fo¢T °IEDOm M �WiCnn[IMm�OYawl[ TmiYY.aD. I-•�V
a YArz ARE m x
scwY,.r.c SECTION
IIwrY�w. .was
a
TRUNCATED DOME SECTION
NOT ro tICAI.E
NOT ro 9CAlE
NOT ro 9EJAE
PAVEMENT MARKINGS
TRUNCATED DOMES PLAN AND CROSS-SECTION
CONCRETE SIDEWALK
z
z
aaY
J
J
J
•�
TrtoseR[01 FAAgIesA4
o11FAazarcw
BMOOINALL YRL6a, B110►FRNIEAMo
FArlr:lbnn caw AS BELFCI®
AC 5519 F PARKIN• R OUIR VENTS
Va•R[ClK 0R01R R[oUB
eWBor F 1YRMroFoF \vl•tasty
FAATON r
wwcs
�•wnE.eE
sr ARCIBI .
aYN: arAMroCalLr vAlH
=Al 1KC1OI
trtm roBnw)roc.IIAIC
k CROYT FOS/ KRO a•awAu
Torn rsAm a IGC[ eYK6 /c43aR[ zo/i'[sp1iR
YAfta eEoussm m eE ww IG¢sKelt
1 m b ,
aCoNeptirm
!—
Q M
f.
O
�-
YA•sLrroF a
t
s, m A
Z O
Z
r I ' :.' .
N
,D•KavANSNIN at1 mOF ��
AIA/ Ilortorl �
ro I>o � °•ww '•
�s; ro zoo : I
21 m aaa �„ nY a ° �.
uj
a Lu
l �-I I I— 11=11 K y
' I
D
E` G
.wl m wo °
m lao2 PARKING SPACE PAVEMENT MARKINGS
UJ
W =
cQ
BlF FLAN FOR
/w y rAvelENrme
,h' RADIK
I- `� • •
I
sol m ,aaa a v mn. „u� wm° a ® © ©
'� J, J
O
ft B mi -4` oSP1N 1
IRIo• t1oL ToaF SECTION
1YNlBLA10►1A•. m7KMRTd1K AT Fr zr
rr rRa•eAax eo aFTReaBraF
r
M11[!AR•+r O.0 II -
wwr 1`
NR611RM _ t-4 uf�
•
,w, Aw oNe _m ErEw e
m w'uiaaa rcaE swvsG VAN as
smol .1: (al n ,Rc .YEee wm m..ana .R Nw. ')rwmw)Em erscereo
at .a.(!7 G7 ro+Ye°rx rra[ /•wl4i
"::""'°R)-,)
W
4
_.1
ORFACEOFCUFNJ
IYIIlNdfW CE11rrm MI
FARKNDBPACE (rYFI
I I roNuetE )aFxllnAl 1 ' - --
sTRENanI OFAeas F• I YJ
avr to sl my f
WC11AIrEN I I CONEMC1011 •AY F•01 RB1fORts° ! 11
CORS KRO Y/ALL. _ .. I, fA
�'
9W1 e[e)
IIORY1w K1wT CW ![ RFRA:fD m
Fm6TRWa ARE 1ul E1rECR° m V5L
wEx m YMuw a u1Faw1 tR.wC CANiRaI O[NCp. (w)ICa) R) n
U�SMOO EMen�Ef M TYIH°R,nON uO YpMN fi.RgAY �01•'� [
TRrrO/olrtATlax sUPfRENDl1.-R(SEw,D FARgA: 55Y aT000
C
1y
PLAN
wOOr Bf10 sELK11[. /10lW1W(tl6
•r[ FLAN
? F I L_ R 6 A R Ya ADEwIA° InEw Rrtn
RMMs eef RFOIIIID AT l°ILRN A)1S tlf
I) -s-
ti y e)-aC 9laaliw)ri sw oElAl
FW.[CTovow"
NOTES
SRGRRQ iA a FIANs Fal MINM16t
ANO YIIOINQR•••
5[E nArpnO EUFwaYEMx 541
0.TK EM Y°P[ M1URwAllfil
PR0X r VAWjWt na
DEDMIAMsr: TW
OMNN BY: 90a
NOi TO SGL[
NOT ro SGLP
NOT ro BCJM1e
PROW MAf7Ot ErSSAOa
ONOrL4 DAIS aeTDM7
%LST:
CONCRETE WHEEL STOP
CONCRETE STEPS WITH HANDRAIL
ACCESSIBLE PARKING AND SIGNAGE
C5e0

��
� ��
��
a•.Wem
. ,
.
2'-0- VALLEY GUTTER b - '•r 'I:os'
Jawr suAER 1/A• wars (lY'P1CAL)
`�
4�
• wu. F EHI
• aw. r • hW.
' AAo67'
-T• mac,.'aJ ,Aa�c
y ER
5
W
r
-ACEaF carrot
}
PI
.. 1 1 , • MY.
x
AIYI mfRB
��'_"
g�nJ
Y'-6' Clllm Ar YYIIB 1'-!' Clllm � I•-�-i
Y• Z 13' Oa lam10-
/Z, _
�rr�a�aEN
".'
-
TRANSVERSE EXPANSION JOINT
,XIIC.ENF Calm GaNL1,ETE CUU
EOBE OF
FAVEYEM
•IT `� e�.
w
ro MW ANANNDD AGAUE TaTLEsRm `• 7
rROY mAlm aR As sFELSYn n uE Fm,msArz
oIPF�C IXPf •.
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTEINALS. FOR VALLEY GUTTER.
C
n y w
a Ti
"PlIsAbYv wT9 aMOULDEA eEw allTte ��
111 a" ®TAY fJYmlmyO
= F`j ,Gmy
F
e
Y..
A 70-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
INSTALLED THE OR FORMED
c
~ w
FILL ,• OEEF
bn '
gg
3 u m
II
`SH CARP"�.,,
`(L
2. CONTRACTION JOINTS MAY BE BY USE OF TEMPLATES BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/Y SHALL BE OBTAINED.
O. g
C {•
INTE9:
-RILE cb.rwcnd JOINTD AT 10' IIREMAUi EIW4FT TINT JO{NT YIIM JOIM
A Tb' aFAEIHc wv e[ WEO HEX A YAb,xxE 9 BeED oR mYH sr ,�a
" H A�j
3. ALL EXPANSION JOINTS SWILL BE SPACED AT 90-FOOT INTERVALS. AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS N ABUTTING SIDEWALK.
O 4
G
I] o
IR afKTOX1' 91APoPT FOR THE FELE FgIY CMI m 09fAIXEO
nmdTr IHE UBE OF TEl1ALATEa AT ,O' INTEMAIS. • A•O FA an.
-J IMT VKINB wr eE ALTERED if AEOUIRF➢ By TIE E,mINEER.
W
o
�`��fue•t�r '�7.9 moi,
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
$
-COIITRAOTION NTS ,AY KK R USE MmF
JOIOF THE IRBT
iELIPUTF9 Oa FlTRYED .r OTHER APTOYEO YET,IDoa.
Cp6TAlIOT NMI-iBYUTE -1 JOINTS A YIN. PF 112. OEFP. �•!• F
�
J
O O
Y
"
= �[ _
—66
r EVEY
J ,K aqua
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6. OF SUBGRADE BENEATH THE CURB AND CUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
FI Au wxsTAHc l..a1Nrs, ETarr IY s'ae• IEouN aw, y-. ;�'.: '. � : •
:!,:': .::': -':'T
nTH Joxxr fxues .vo sEALcs.
-arncE EAFAxaxaN Jolna AT etl IYTEI,VAu Aw AwACE.r TO A I I PPOr� -�.�
; �i� .$• .
A• C
'��Y��jfSD;
1'-6" MOUNTABLE CURB AND GUTTER �L
•• •
ALL RIYxO OYJERs. LMNITIm INu JOIYT ISE; IYf
,A, ;�A```
plY: ,.YA 5140,FD n 1 I/a' wpY �' 1
I
TIE AFVXOPIwTE FMGEEDEIIa OFPI. �T.
IL
YELTIOY YIFf OF JOIYT3
, 6 e
!48.01
-.�-,-b—..�
848.01
•, ..f• ..
MOTTO_
NOT.—
NOT TO BcxE
.•`�t���IDCSACR�O/ •;
CURB AND GUTTER
CURB AND GUTTER
2'-6" CURB AND GUTTER
•'�
1622
s:.
I
•••
,
711
L - to FEET. LRmaruuYL sECT,aN
.H o'e y4 L/T/'-
s
F. -O• wI. ,o'-o- NAX
T
2.4
a�u A to BACK OF CURB
SEE BELOW, SURFACE BOURSE, L2 OR 9UPEFPAVE M%afB.SA
FACE OF Cl
�lj�j'1p�p(`,1�(�jj(j()I�(]
SEE BELOW. COMPACTED AGGRECATE BASE COUItgllliC)
/
B Lyle OF GUTTER/EOP
PLAN VIEW
UV�u�l111UWOI�WI�IlA�1�11U'I�/
I I I i I HSI I I I I H i 1�111I I I I
PER GEOTECHNICAL
T ,/Y
PLAN
8 3/4'[� _
•
[-,
PAVENENTTYPE SHOT MOL ASPHALT HOT MIX ASPHALT ABC BASE COURSE
T 3-!•,/1' :. �
_• A
°
SURFACE COURSE INTERMEDIATE COURSE ABGI RNJ
TYPE B(N.) TYPE aaN.)
SECTION A—A SECTION B—B SECTION C—C
NOTE:
STANDARD DUTY 2 2 !A
s TRANSITION FROM 2'-6" STANDARD CURB TO VALLEY CURB
HEAVY DUTY 2 2 BA
AT A DRAINAGE INLET ONLY.
3
NOTES:
NOT TC SCALE
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
NOT TO SCALE
CATCH BASIN FRAME IN VALLEY CURB AND GUTTER
ASPHALT PAVEMENT
2'-6" CURB AND GUTTER TO 2'-0" VALLEY GUTTER
v
U
1
J 4
J z
U)
Q
J
=
z W
3
w
' ° a AE
' • a G_-' b- URBE 4,000 PSI
CONIWLTd J[XHI
B•CK CUm SEE SAO. ,O.,TB GEHOR NOTES
Y -� CURB AND
1'-b CUriB AHD Glfl-fEH
CWS
Z O
W N
n-Lu
O W
Z A
j �
cQ o
C W
- CONCRETE 612a DAYS
a 4 < -
W U)
.. ...
-. _. LIP OF DDTITR/EDGE OF PAVEYE111
°
..
Y.a H.E.
>
O —
>
_ _
V I kb I I=1 I CI I I-1 I I I I I
III-11 b �I I �I I IE41 a I mmDR�E
..
tl� tl
CURB AND CUTTER OUSE BE INTEIWEDATE COIMSE
=E, ON a s AS M A, BSE
EXTEND
,L, L NRYANO
W
o
w
c�
i I-1 { I
IT
AIfiER WfIX ,:, SLLPE.
W
J
— — — —
PLAN VIEW
couRase`i W BAB
aaR C
f—
U)
J_
NOTE
iS FOR CONCRETE PAVEMENT SECTIONS.
1. MAXIMUMSPACING OF SAW CUT JOINTS WILL BE RIGID
LIFTS NOT EXCEEDING B INCHES N THICKNESS
NOTES:
0
s
2. ALL FILL SHOULD BE PLACED N LOOSE AND
COMPACTED T A M,NIMIEN OF 95 PERCENT OF ITS STANDARD PROCTOR OTECHMAXWMI -AL DENSITY,
WITH AT LEAST 100 PERCENT ACHIEVED W THE UPPER PER GEOTECHNICAL REPORT.
1. TRANSITION TO BE ALONG BACK OF CURB.
Y 20 PERCENT
0. RIB RECOMNF.NDED THAT CONCRETE BE THICKENED BY i0 PERCENT Ai CONSTRUCTION JOINTS
PRO.ECT
MO,mNlIOY
ANO UNSUPPORTED EDGES.
PILTECT MAWC�t
TMM
DESYED BY:
TYYI
OFAWN BY
SFA
PROEGr"U"R
ETTS4m.
Nor TO SCPIE
NOT rO SCAE
WTTO SCPIE
ORIGINAL DAIS
a661Om7
Q PAVEMENT AND CURB SECTION AT DRIVEWAY
SHEER
VEHICULAR CONCRETE PAVEMENT
2'-6" CURB AND GUTTER TO 1'-6" CURB AND GUTTER
(
C5.1
IN R.O.W. AT MARVIN SCHOOL ROAD

4
I91IDUDER) I R ISIp1ADEA)
tT C R �f
D—ACE SLOPE VAF E&SEE GRApNG PLAN IT�
� -. VAl1� t1t'CLEAWNo
ra '
..
3 V I N— 3
IGT -59.14 SUPERPAVE . -c 1
ASPHALT � I V
SURABLE FLL-EEE
NOIE t1HR DETK _ Np1EA TWZY6a4a �MAD,twva,-WILnmEAf Avs.wE
- UM1AFNti AVAIE-IDGTE �fnMle"E�'rnFIEMiCOioA
Hof �mpw.118 uvrA
COAiwCTED 9UBIilAOE mons 1MMRACMERR MBTNA-IA'M L.11flloE
T. �aNrRncracsAxLsaEaEAIRNDYiin.+
NOTES: vPDETw rARMI
EXIEMD ABC BASE B'BEYOND ARPMAIT FDCE. hEEDEDroCO.onfFT IRAI ACTED eueaArr£
2 FWD COMPACT ASA"LT EDGE ISwE) 2. AM'LElR CM BRHICMEB 11MFR THANE WTI1N1
3. SEED ANO SRUW ALL DI.a'-R1RR®MF.A9 PEA SPECIFIfATNJN6 ����B,MLLRE ROfEONNFOROvfE
4 CWTRACTORRNALL REYIOVE ELNTMO TOPROA AMD 3. THAN. AOGNASlIeWU RE Gk1ERALLY CNRERFD
MGANIO6 Alm MOOF BOLI RUBORADENMERFNCE OFA DM 70EWT. E>�l•T WNERENBfD6M'roAWID
DDALIiM!D GEOTECNMICAl E1101MEER AMY AREAL WIKNARE F.GTPIDTILf�
DEEAIFD UNAUBAELE NY OE
AND WITH CAL ENDNIEETI RIMLL RE
uMDEAcuT REvucm wDN srwRLE. LwN+usncrrr
NMTABLE FILL eDEi
MOTTO SINE
ASPHALT TRAIL NATURAL SURFACE TRAIL
F99r
37{'IRKPTC MIED CONCRETE PAYER -COLOR AMD PATTERNAS g�i�m
SECTION B -B
9ElECTED BY ONTER V 4 d
TKDC N0 COURSE (M AGGREGATE)
P
f BARE DVASHm AST OPENc.f1ADEO AGOREOATE)
SECTION A -A
I SOYETRIC VIEN
r cOAaACTm SUBBASE (wABNm M3
OPEIH3RADED AGGREGATE) NNN .. u.m'r a...�
eue BABE eHALL BE uMDDawN BY � mmf ��—�
t'wA PERP.BGI.M PVC eLDPm NNUw Itw 10R APPROVED E0IWJ � i $ p ® ® ® ® ® ® �.. '. F
8Bs% W. TO GICX BAREa PIPE NMTALLm PM rArJPACTURM 0 7 > � ® ® g ® ® '
BNALL RE INiwPPED NMOMAWNEM NiTRV0110MR C I
OmTEXILE OR BILA RDCK R wt
11. VAVEAAFM J011rt5 SFVV1 BE TxIFD WITH TYPE N0. R AOGREGATE
0 (PERMEABLE PAVERS
PLAN VIEM
DETECTmu WARNING ODfJ � • �" •.�. ,
NOTTODCALE k.478.�0.5 �• • •. r.us�
Q ACCESSIBLE CURB RAMP
.Q
SMOULDER CLOSURE ON CONTm LED ACCESS FACILITIES - > BD
o
"o
'L' "M'
qAN
-914
mQ x
E%APPLE OF l DESIGNATIONS
Sz
CM=--
1 —
u^�
SHOMDER CLOSUIE ON DIVIDED FACILITIES - < SS NPN
sv
m�
p
ti
TAPER LENGTH CRITERIA FOR _
ClWOIELIZING DEVICES IN HONK ZOMFD
o
o
> 9
'
W
Jm
2y
I
Lu
11 so6o1
x
8 m[ SI
SHOULDERCLOSURE ON UNDIVIDED ROADMVSIN
3x V
< m
xW
:
cr,
o
�a.n.I o.Nr —T—
..T,r
n J
Z
uVar Ons
'W^
V
er6R"n
Z.
Z $
aM
.. w w R.vr o.sm. re ww,r. ror. �mrr'r owfm.
wa
pW
i p3
J
9 i
A
REMFRAL KDTu
i-w."Am avu n.fs e.r mn user
"I Z
IFP
1101601
• re."m .M,Tq •��~�� P
m
a
'rte'
11oi6oa
1101.11
1toi6
Nor TO S
Q1 NCDOT TRAFFIC CONTROL DETAIL
Q NCDOT TRAFFIC CONTROL DETAIL
NOT TO SCALE
nRNfwBlJe vwvERR- n R � � � i �
REE DETK TNR eHEEr PROP. CDNCRFIE BAND • WMCTETE R
3w aIRENDIM aNAu eE � � � � 8
5 i
Sf
YI
r COIrACim suNNAfE qE
oraFORwomAam�owTq
wuDNu„
. `�NCARO
3 in C-66 gi e
NOTTO—E,.
12" CONCRETE BAND = * ri iszz ;N
c�'
TMD -MAY IfmIVIDm lL-ItNES)
o
"o
'L' "M'
1
mQ x
E%APPLE OF l DESIGNATIONS
Sz
CM=--
1 —
Z pLu
sv
m�
p
ti
TAPER LENGTH CRITERIA FOR _
ClWOIELIZING DEVICES IN HONK ZOMFD
o
o
> 9
'
W
Jm
2y
I
Lu
11 so6o1
mo >
O Lu
z
cr,
3
�a.n.I o.Nr —T—
..T,r
C)
Z
uVar Ons
'W^
V
er6R"n
Z.
Z $
aM
.. w w R.vr o.sm. re ww,r. ror. �mrr'r owfm.
wa
pW
i p3
J
<
R
$
1101601
m
a
'rte'
F
1101.11
1101.11
Q NCDOT TRAFFIC CONTROL DETAIL
NOT TO SCALE
nRNfwBlJe vwvERR- n R � � � i �
REE DETK TNR eHEEr PROP. CDNCRFIE BAND • WMCTETE R
3w aIRENDIM aNAu eE � � � � 8
5 i
Sf
YI
r COIrACim suNNAfE qE
oraFORwomAam�owTq
wuDNu„
. `�NCARO
3 in C-66 gi e
NOTTO—E,.
12" CONCRETE BAND = * ri iszz ;N
c�'
TMD -MAY IfmIVIDm lL-ItNES)
o
o �
Lu
�i
STOPISLM PADDLE FI -AGGER AND PADDLE PLACEMENT
O o
CM=--
1 —
Z pLu
sv
m�
p
ti
ROADRAYD INTERDICTING ACDNS 2 MAY INNIIVIDED NORK ZDNE (Y -LINES)
o
o
�u
2y
I
Lu
11 so6o1
mo >
O Lu
z
cr,
3
�a.n.I o.Nr —T—
..T,r
C)
Z
uVar Ons
'W^
V
er6R"n
Z.
Z $
aM
.. w w R.vr o.sm. re ww,r. ror. �mrr'r owfm.
wa
pW
i p3
J
<
R
S
1101601
Q(NCDOT TRAFFIC CONTROL DETAIL
QI�
NOT TO —
Z
J z
E o
J z
U) Q
J = o]
LAGGER POSITION DETAIL
o �
Lu
�i
STOPISLM PADDLE FI -AGGER AND PADDLE PLACEMENT
O o
CM=--
1 —
Z pLu
sv
m�
gz
w$
�u
I
Lu
11 so6o1
LAGGER POSITION DETAIL
PROJECT NUAfE 91011
NOT TO SCALE
ORN;NALDATE: M712(1I7
Ste:
C5.2
Lu
Ci
O o
LL
1 —
Z pLu
Z
Fes -
Lu
O Lu
cr,
3
wLL
C)
Q
'W^
V
Lu
1—
U)
9
J E
>
PROIECTINFORI"TION
PROJECT IENIAGER TAW
DESIGNED W. TAM
DRAWN BY: CAC
PROJECT NUAfE 91011
NOT TO SCALE
ORN;NALDATE: M712(1I7
Ste:
C5.2

20
�" �� �u��u 1'OEFREBaSON 'a .awrm.,
�HMP
F`I RI�z H 1 1_ s ot;ff�z
�$ �� x I rG o II G E E .w-��oo `8�— .�.�.�',�.',.. :: ....•.. _,.... F�w=$
-� Ra s %N!4
Y ..s ., ,.... w$ SECTION G -G I I � -H I "$ x �utrrax a •..,.
PLAN +�.E +.-•h. F�
PLAN OF FRAME
+'- GET IRON
sa $ ".•„�„ �"""" v PIAN OF •GRATING a --
o GAr IRON S a o
oP 0
�n'1$ _T �o` �-i� � H' W t■" h^ �ip �'�� as sY.Y c=.56
9.SA1"
' ♦TF
L m W p ,tr' z' is t■ 7E z•E^ I� r = T e�Yie...'•.," ,. .. il' _.., r: Fu
m z .a .,• «.......,n .,.. mn —Ta r = - _I_ .i �• �•-4r-r_=',"-11}'Ji- N ,., „'�„:.°,N �: w W `
'' SEciiox x•x y c SECTION H
0
sEcrxox r.r
..•. g zt■^—{'r--I I T7 zYE
' g- u
IIS—a' +--a.�� l—y °�—J oa ■
M'
y. ^
esa 1< W SECTION E -E SECTION F -F L �• L'
eao. u n t uex ueN . t :
NOTrouALE 640.78 840.02 840.02
PRECAST DROP INLET DROP INLET FRAME AND GRATE PRECAST CATCH BASIN
�� • EC c'q<' �w
AMR NIB
d
1111111 Ih 1
In
h 1
DItiTEGu.IG�l:i'>11wf:lLuri{.�t.�II7®�...Sl•®®©•rtn®
OVOsiltt•�L�■1).OL"AET<'�i]GI�•�u'IF.a C-.ul
_ '.
mmtrcvtEauom ra+rmmm�rmm®mm mravrn-'■�o�u .
m�raz�.��rca���..1������c>Q.F.,rv'.®Ism .,If��.'■�1�.• t'..Trr�irr�'
�1FLLFLL��tIISY�t•���t♦����®[1E'il®I£�-ff}i$•1�FY1
ryrevrsa���ar--N�tA�—,t_---,—Ester.■®�_ e5�e9
si—ra�iE—n— mrraao m —°—r�aINOI�>QT an� ie®..a su
F7.■a�NaarA,ta��a�■alAeaaoemNo■�es�■alAe�sealnoe<■erin `�'� �84Z003
2T��
DETAIL SWrINA "FE5 OF Q TEE
USE ACWRUIND 10 MTEN FEDA.
� —} I I
�w
�zEi
90LID�GOVEN 9MPF rEAFpNT®. MREOMTEO AVAIIMIE
TATE BVETEY M COVES
"8 e e
L_ -----------
14 n.
SDTmN a ewe, wi' , •.
PUUI w M
ELAN Of Ett.E
""7
�u
Wim"
r
w
In
a�
,au.
v
L I
SECTIO
. ........ c -C OR D -D 49NE�
ON X
SECTI-X
3 '
W �o g
w €
$
.,,aE• a' }
vi ��\\TYPE rt
o
�O
i z i
x s
NZWCT
u �..
-- --------------
- --------------
1 EDDTISN ...
�z
w
fir=
��.
m
y w,AA ILE■ -- a.. — Mm rLs -
413 z
soca A-"
_
5 S
i
ayyy>o `°
gm
tIEEDa INN ' 274'
MI iLDN�MWON
w
'13
W 3
\ 1�
`rvn a /
840.31
840.31
— "i
ELEYATldI
�7 SEETID,I A -A
i
n.e • .t� esres A -A ^
, ,
840.68
840.03
840.03
Nor To sEwLs
NorrosGLE
PRECAST CATCH BASIN CATCH BASIN FRAME AND GRATE CATCH BASIN FRAME AND GRATE
It
�w
�� K°11vrirSiiA° ucD°N°F 111F"�"1GFo�E01TEriMOTWI�MGFl�[VED MIrt■ NFMOK TOi �� ME UE OF NM ttE�15�
�qT�S T D LL�g�
L �
ELM aim ELMELEV�
IM
EIFVAT]q+
L r � ._I
o d
m > w= � GSt IRdH GST Ipp+ z �
ELEVATIdI ELEVATII■I
9 L o V
uo T � „z
m o ELwom
M smE
ELEVATION EIDE
Twr�irz L'1Atl
ELEVATION
ON
w G
+ �� ewrtAm SaES ,wrap.
ELEVATIN
640
<�
w
• �� �•
17 L 7'
x - - A. I-, •;� o
c.,.
— 1-"—��� ,r"mn,'r""n�•'omi..w nw •ro. n. r•.r.
T J "� E r'K •dnri" w.soiiiew ..nre
Wi ancon. oru. • r«. <. m •. ns.A u o v rm. •o ,s s •nv w ro..
N••..." ... , 7'
1
$
$a:=
mFuow
ono
oy
$=fi�5
R
u�
90LID�GOVEN 9MPF rEAFpNT®. MREOMTEO AVAIIMIE
TATE BVETEY M COVES
"8 e e
L_ -----------
14 n.
SDTmN a ewe, wi' , •.
PUUI w M
ELAN Of Ett.E
""7
�u
Wim"
O a
LL O w
,au.
v
`e m
SECTIO
. ........ c -C OR D -D 49NE�
ON X
SECTI-X
3 '
W �o g
w €
$
.,,aE• a' }
vi ��\\TYPE rt
MoD
o <
�O
i z i
x s
NZWCT
u �..
5C1
S �
9i1'-•i•i•'
��
\ TETEMTF
�.��e-etl•� �Y/ X111J EIOIEE Ls
�z
w
A■ETIDN A -A I ,tq��,\ I TOT 500
SECTION Y•Y
,77
\ 1�
`rvn a /
840.31
840.31
,yIE�CTID�LL-A-�
ELEYATldI
.66
, ,
840.68
It
�w
�� K°11vrirSiiA° ucD°N°F 111F"�"1GFo�E01TEriMOTWI�MGFl�[VED MIrt■ NFMOK TOi �� ME UE OF NM ttE�15�
�qT�S T D LL�g�
L �
ELM aim ELMELEV�
IM
EIFVAT]q+
L r � ._I
o d
m > w= � GSt IRdH GST Ipp+ z �
ELEVATIdI ELEVATII■I
9 L o V
uo T � „z
m o ELwom
M smE
ELEVATION EIDE
Twr�irz L'1Atl
ELEVATION
ON
w G
+ �� ewrtAm SaES ,wrap.
ELEVATIN
640
<�
w
• �� �•
17 L 7'
x - - A. I-, •;� o
c.,.
— 1-"—��� ,r"mn,'r""n�•'omi..w nw •ro. n. r•.r.
T J "� E r'K •dnri" w.soiiiew ..nre
Wi ancon. oru. • r«. <. m •. ns.A u o v rm. •o ,s s •nv w ro..
N••..." ... , 7'
1
$
$a:=
mFuow
ono
oy
$=fi�5
R
u�
90LID�GOVEN 9MPF rEAFpNT®. MREOMTEO AVAIIMIE
TATE BVETEY M COVES
"8 e e
L_ -----------
14 n.
SDTmN a ewe, wi' , •.
PUUI w M
ELAN Of Ett.E
""7
�u
Wim"
O a
LL O w
,au.
v
`e m
SECTIO
. ........ c -C OR D -D 49NE�
ON X
SECTI-X
3 '
W �o g
w €
$
.,,aE• a' }
vi ��\\TYPE rt
MoD
o <
�O
i z i
x s
NZWCT
u �..
5C1
S �
9i1'-•i•i•'
��
\ TETEMTF
�.��e-etl•� �Y/ X111J EIOIEE Ls
�z
w
A■ETIDN A -A I ,tq��,\ I TOT 500
SECTION Y•Y
,77
\ 1�
`rvn a /
840.31
840.31
840.54
B40.59
NOT TO SCJV E NOT TO EfJLE
NOT ro SGIF
STORM STRUCTURE STEPS PRECAST JUNCTION BOX MANHOLE FRAME AND LID
` �ZHCARp �r.
C-66 k
sq e
''ri qs 0 IRSf-Seg �.
�Ehlnu,gPV`\`,
1N
1622 r':'
PROTECT INFp1YATNlx
PROIECE MANAGER n
OESICNM BY: in
DRAYM BY: j C
PROJECT KAMM j ET]
ORFNFNL DATE_ OSN
SHEET:
C6.0

it
1 V 1
vur. n,e -� rar. m• • �
I
s
�i AIDE ELEVATIdI
8 HLEVATIOM � �
.12
C � ' • • Y a. n. s
$ nn a'n•.•ni•..r wuwa"�bi aa:'�"rur�w ,• ,r
$ u�.a• iuu w7n nre �a� •a.avii ar .r
R.,os�"61nGf1�• " NR�a •" 4 M
,V
, as nr,q w,r ra •w aN.lYl•
• W 111Y1ai i•a.
AID 72
ra'r roarxe
NCDOT ANTI -SEEP COLLAR
GRATE NOTES:
MP"! INLWE DRAW WTH DOME GRATE
I
18" AREA DRAIN
OMII! MNLL K p'
MA.
wrroscaE
000000A�
�'a�drrrc�Frrc�o
. � �aLIDcrrr��rrc�rm1�
a+Lm•, r� r� r� r eci7 rm � A
cara�rrirr��rc�m
EifIDu�GI�iCIA7C�CCI(�YR'.>t
Fi���J E3�E�IAC�[Z1A17
r_a7�re�Ac�e;rfarrrA;��
C'� tiECJ lCIE6iA �GiCi1DE7
CiC9iIFEIECIECF1[6�Ci�m
FiffaEG/Cf1NGIfG'r�iS��'^�7
Mum
NOT TO-SCAIE
I®
i.
FLARED END SECTION
norroac�u
CLEANOUT IN UNPAVED AREAS
CLEANOUT IN PAVED AREAS
STORM DRAIN CLEANOUT
�4r
C-66
:5..:6'2
.y
rarroxxl: I M. ;
PIq.IFLT MIlFR EpA/0D
]p ORM#IKDQE MIV7DD17
C6.1

LAxo3DANE NOTEfi
1. SITE, OI STO Nil OVERALLHEALTHOF KLPIMTASWATI USED 6HM1 CONFORM TO THE UTEST EDITIONa VSA STMIOARDS FCR
IXIRSERY STOO('AS PLELISHED BY THE AMERIC/N A990CMTpN OF NURSERYMEN, INC.
2. CONTNLTOR SIMLL MACH Kl BHRUB BED3 AND TREES WTTH II-
3-
6.
INE3. ALLB. CONTRACTOR e1NLL VERIFY KL UNITY LO T—BPRIOR TO DBTMLATM'NI AMD NOTIFY LANDSCAPE ARtlBTECT MMEDWTELY IF FlELD
CCXMTIONB WARRAM N1A151A@lTOF RANT MATERWs.
]. DOdmIINTE LANDSCAPE NSTAl1Al10N WTIIIMW 11GNTING/ WwGATX)N CONSIRICDON.
L NO TREES TO BE PIAWTET3 W11MW 1S OF Li1LITffS OR LlGlli POLE LARGE AIATIIRRICa TREK MUST BE A MNLIUM 25 FEET FRpA OVERHEAD
pBTPoBUTi011 OR TRANSANSBgN llE3. COORDENTE PLANTN08 VATI111E PROPER PgABt COMPANY IF NECESSARY. E TREES CANil1LT
WRH POKER LPIES OR $qN8 NOTIFY LhTI06CME ARCwIECT TO RESOLVE BEFORE PLANTING
B. WITHIN PIAN ffEDAftEA6 COPRRACTOR MREBPONeIEiE Fpll11E VNBIUTV dF ALL PLAYT MATERML FORA MW. PERpOOF BO GOYS
AFTER ACC EPTANCEFROMOrMEPBUTMAYKSOBEBONDED FOR wAAOKTRABr WOoRDIWNCE oRI—BBTI CONDITIONS.N
TIE EVEIrt TlMT Wll90APE AIAWTBIANCE IS PROVIDED K ANOTHER CONIWY:TOIL BB DAY WARRAN}Y ElfAll BE TRANSFERABLE TO
MANTENWGE CONTMCTOR
1Q CONTRM
PAVEW MEEWI.REMOVE ALL CUPS OF LUV,STONES OVER 1'IX IXAMEIHY ANO KL Cd.PACTEO3gL OR COTISTRlICi1011O®RLS
INCLIIOBIC NT GRAVEL, ROOTS 11MB6 NIOOTXER OEI.ETEWOl1E 1M1TFR WHICH WgLD 8E MARMFLL QR PREVENT PROPER
ESTABLI9MMEM AND'OIitMINiENVILE OF UWNNA)TREE PINITNG MEAS
i1. CONTMCTOR SHALL REPMR DIESEED OR BODIANY UWN ARfAB DAMAGED DUE TO RAM IMTERW WSTALUTgN.
12. CONTRACTOR SINLL GOORpNATE KL PIANTBIG AND NRNLATION IH ANV RIGM-0F-WAY WRX TXE NORTH CAROLINA DEPMTMENT OF
TRANSPORTATION AND LOCAL TMNBPORTATX311 DEPARTMENT AND RECEIVE ANY NEOESSARY ENCROACHMEWT —E—S.
13.CONTRACIpiMFULLYRESPONSIBLEFOR CONTACTINGAPPROPRIATEPARTIESANDASSI1IN THATALL llTILfT1E3 ARE LOGTED PTUOR
NDOABTRIICTglI.
19. CONTM M IS RE3POFlSIBLE FOR RACING BAHIiIG0E5, USING FLAG MEN.ANO MOINTENANCE OF TRAFFIC AS NECESSARr TOINSUE
PUBLIC SAFETY.
1$ ALL STRAPPaIG MO TOP 2A aF WIRE BASKET MUST W CUT AWAY ANO REI30VED FRpA ROOT BALL FAIOR TO BACK R— PVWIING
PM REMOVE TOP Il30F BURLAP FRpA BML
18. PROWDE AT LEAST 150 SWARF FEET OF MWMUA PUNFING AREA PER TREE WRNAMENDED CN SRE SOIL OR SOL MIX.OR A9 SPECIFIED
IN TME UNN)M COUNTY/VILLAGE OF MARVW fiUICELIlEB M09PECPICwTI0N5 gITREE PUNTING, TO A pEM11 OF 18' WCHR.
11. FIELD ADJUSIMEHIS TD RANT MAT3iW A8 NECE83ARY BY OWNER
1B CONTq VG TRESPOIISIBLE FOR LEAIfYBIG ALL SPECIFICATIOFLRAND H3TALUTIONREWIREMEW I IRRIG MDIO HTMO.AND
VMYL FENCNG TO ENSLRE TROT PROOl1Gi3 ARE NSTKLED PROPERLY MO PER MAYUACIURFA REWIREMENTS AND LOCM AGENCY
CODE$ L IESTRI(:110N.R.
M ESP ASSOCU.-O PA E NOT RESPCNSBLE FOR OF TTE TION OQ DESIGN OF 11GNTWG, FENGNG, IXt IRRIDOTON. TXE IMSIAIUTgN
REOUREMEXIS AND DRK>♦! ISTI£ RESPONSIBILITY OF THE GOIITiUCTOR
N. 00NTRH:fOR RESPONSIBLE FOR LOCATING SIGHT D,BTM ANO SWM TRIANGLES PRIOR TO INSTALIAT OF—IT IMTERLLLB,
MONUMENT$.SANS LIGHTNC, ANGOR FENCR. CONTRACTOR SwM1 WSTKL PLANT MATER , MONLINIENFS. SIMS. — ANLNOR
FENCES WTBIDE OF SIC3(TTRIANU.EBANPOR 91(iHT USTANCE WEB.
21. WATER D,smwT10FI W TO W LOCATED ANWIMUAQ YFROM BACi(OF 8—KK WTM A MNIA M' OF CO—
SOL MLENDMEIM
KL RANTING BEOSNIAHTINO PfIS TO BE Tx1ED AT A MWMUM OF 1'V DEPTHANO RECENE PII AMENDED TOPSpL MIXTURE APPROPRIATE
FOR GOOD RANT GROWTH ANDAOEQIATEOMIHAOE. SOIL MI%TURF 91NLL BE COMPOSED OFA MI100T) 2D%000D DED SOL 131st
PARTS GOOD GARDEN SOIL, IR PATrt COMPOST OR OR3AMC MATTER, t POUND OF LLIE FER CUBIC FOOT) OR RECOM T M W SOIL
AMENOMFWIS AND SOIL GOMPDBTIE LASED lWpl fECON1MEN0ATM)N FROM SOIL TESTS. A MINMUM OF ONE SOL TEST R REWIRED FOft
THL9 SRE.
22 CN IOPY TREES $HMC BE A MMIMUI OF 3' GLP NiD HAVE A MI 1M NEIOHT OF 1 FROM THE GROUND SURFACE AT THE TIME OF
PLAIITTIG.UN0EF T TREKSHALLMAMNMUMOFYCKIPERANDHAVEAMw ME OFSFTFROMTMEGROUNDSURFACEAT
THE TME OF PUNfaIG. EVERGREEN TREES SIW.L M A MW IMLM OF W CALIPER AND INVE A MNSBM OF SFT FROM TIE GRCUND SURFACE
ATTHE TM E W PLANTING. EVERGREEN SHRUBS $IWC BE A MNIMUM OFY CALIPER TWD NAVE A MINYMW HEIONT OF SFT FROM T1 E
WOUXO SIIRFACEAT THE IME OFPIAJITING.
ENLARGEMENT
t;000 7
• Jl J J / J! J / �
f 1 /
JJ J J` l 1 J Jf I 1 1//
i/rwsTORrc AMRTRUSrr ! ! 71 JJi-/Jr
J DEEO.'B583125
1 1
f
t 1 (
1 !
l � a
•I/
nvwoR FowdERLY l 1 ! 1 / st* , �� T � r J
TNEPREBERVEATANRNV ' // J 1 1
CDWNAMTYASSOCNT)DV
3D4SB6 SF CR aW3ACRE3 / J T�9.. /
=S�E`61
D'. `•OQ Q`Te
41,O^f,0000CD
9099
IN
� I
WELL
� � VBIAGE OF MARNM
DEmrosao-eB>
��RATCABM FiED1QN1
taOMAS S 3561
ACRES
PD aa2as3Ba
\y1
�t l IL
1 _ �PVL1j'
�I
FI\
I
Jr / - As-
1 L C�-658E
ii fOQ;C
aR rN 1C'tR0 �'.
PUTEHOW
DEEuee0Fo0ee '20 " etv
1BLBN SF ORABN ACFEB
S Tis
* 15 1622 i
1. / ........ P11-7 1
NOWORFORBERLY
UDEN PROPER11E5 LLC
Ap
OEER�BB-ED>
15.315 SFOR 1.>'B ACRR
P10 0612511/
GRAPHIC SCALE
APPROA. LocArlw of PaGPossD nEw
TOWN ROAOIIMRVM SCHOOL ROAD ._ �
MPROVEMENTB BY DINERS -SEE PUNS (IN FEET)
BY PARSONa BItINCNERHOFF RECEMED
ON 121H2B1. FOR MORE INFORMATNMI 1 INCH = 30 FT.
Is -,
Call bWwv you dig.
J �
J
Q
Z
Z Q
<
Lu
a Z
U
a
o �
Z LL
o
J W
J
� W
5
PROTECT MFDRMATgN
PROJECT MANGER: TAM
DESHREDUt: RBI
DRAMN W $CAI
PROJECT AU BEft 035.100
ORIGI WL DAM: OBG1�201 TI T
SMEET:
L1.0

SUMMARY OF REQUIRED PLANTINGS:
F-0 LOT R AMTwG REOL = JJEMy
MNNMUM OF 1 CANCPY IRFF PER E PARpNG LOL SPACES A AT TERMFATION OF PARWNG SPACES
Fl—RED: 5TIEES
PROVIDED: SCANOPY TREES
PAPoUNG LOT TREE ISLAND REOIIMBMEt?S:
REQUIRED: 9FT WOTH,180 SF EAgi
PRODDED: BFT WONL 100 sF EACH
MRl{AIG 18tMINL TREE /SIAVD RLOUIREIIIG?
REQUP®: YD SF
PROVIDED: 3b SF
PA LOTSCREEAYNG
MINIMIAA Of 1 S/EMB PFA EVENT 3 FT.
FIFQ
PFRAMIFFERYARD.'
REOURED WDTH:23 FT.
PRWIDED WDliN:26 FI.
MNMUA OF
-OR
OR UNDEPS1PiY TREE PLANTED ]3 FEETON CEHTBI
—OF 1 EVERGpEEN TPEE PLIITIEO 5 FT APART
RIDROUEJiKARE &.FFER RFOIIMEMENI.'
pl W. WDTH: 20 FT.
P+ov4DEo wIDrN:2o Fr.
fEWFtEO PEN t00IF:LWDERSTgiY TREES
3_-
3-_ 9 EYFTiOREEN SHRUBS
10 SMALL SHRUBS
PROVbED FER 1001f: 3 UDERSTORY TREES
3 EVERCJEEN SIMU83
S SMALL SIMUBS
ABDI2V.
OTY
DDTMJICAI MAZE
Cd1MON NAME
GOND.
NEIGIR,3FRFAD
aALIER
M.AaM+O
CONDITION
ES
Q
2
Z
AR
HFA��Rp�
SUIl
DMD
toHT.
rCAL
SEE RAN
Ful MATCJED BTRWGHT sPECMIFN
IIP
{EIM
Qc
G
BSB
toM.
rGl
DEE PIIAOD
12AfIpM
IW
V
SNUNARD DAR
BMB
WM.
rCAL
SFE IUNSNs6
J
J �
� o
YONBqCHERRY
DDD
SHT.
rCAL
SffRANCF
5
SODAN.icESM,
>
FLOWEIIING WG1YOOD
av
NT.
rCAL
DEE RAN
FULL WT' ■srRA1GIEr BPECMMEN
sxMMM
DRNm0Y%. BOA
PROJECT NUMBER MILES
lMN,TIAL M7E II681FA17
K. MNIMPS b@IOW.
CE2ll before yw dig.
SHEET:
Ll .1
IO
123
MJDLBURFORDBNAIA'
DWARF BRFORD HOLLY
DNIORCONT.
WHT.1111"SP.
WA
fO.G
FILL MATml D SPECIMEN
ST
M
SERBERR IIRUNTAEAGM
LRABOH PYGMY
CRIM.ION PYOMY"AlESE
BARBERRY
SMSIOROONT.
19 Hf.
WA
70G
RILL MATCIIFD 9PECUAEN
RC
3S
ABELN%NOSECREEM
ROSECREEKABEW
BSBIm DONT.
JT_
WA
BOG
FULLIMICHED BPF[AEN
RU
121
pHAPIMOIEMRUMDELLATA
ELFANIORTASERPPW39B
ELEANOR TMLEN WDMN
IAWIIgfdR
RYIORCOMT.
'Y'M.I'M'9P.
NYA
fO.G
FULL WTCHID SPTS:MFN
VJ
a
VIMIRMM%JIADN
NDDYMNIRNIM
BNIORCJXR.
wHr.
WA
AS 91IaLwA
FUL MATGED SPECWEN
C
)
LIXCRBUTA'sfEE09
JAPAMESENOLLY
DMSIORCONIT.
3FIR.
WA
ASSNDRN
FIALTODROUND IMIOED SPFGM01
LL
LORDPEfALUM CHBEIL118 VAPIMiPLE
PUAMEPWEPPWBMI
PDO!IOROPETAUM
SSBI ORCCNT.
MHT.
WA
2SO.G
FULL MATCHED SPECMEN
GJ
23
GARDBJM JASLNJOM
MBHB HARDY
DSB/ORCOR.
%M.
WA
TOG
FULL INTONED 3PECNA]i
RPG
20
RNIGDDOBIpION
PDE OIAFO
SMBICRCOIT.
1r HT.1ir SP.
WA
180G
FULL 1MlO1FD BPECMEN
PBIBIMALM i GOIDiC
W BIS
181
M
HEA1f �01111AP/Y
111PPY RETURNS DRV LILLIFE
I.ALCOXT.
WA
WA
1M`O.G
FULBPELREN
EP
18
ECHWACFAPUIVM EAT.VC>!AM'
PUPIE fONfRDIA6t
1-0ALCOw.
WA
WA
1r O.G
RILL SPECkISN
HE
18
HOSTA'SUMANDSVBSTANCE
HOSTA
LOTCDNT.
WA
WA
w O.C.
RLLSPECMEN
--
MC
31
MUSENB GAPLLARB
PW_lfGRY1S
1fcow.
WA
WA
2R'O.G
FW.SPFCNS.
SC
1M
SEASONAL WLOR
SEASONAL CIXOR
RAT
PYA
WA
r•1PO.G
FLLI SPECMOJ
.DIOIE ANY MDNFN OR SSF 1NBYIFE
LEAD .wD .SEALED 1185 PIAN
r uru
w
EN11BE PLANRNO KD
NOTEBI
1. OMIT COLLAR MOUND EACH
SHRUWHEN IRRUMATION ETETEM M
B
IRESENT.
2 INSTALL TOP OF PLANT BALL Y /M
MTFiD BED AIR Mx 1NIP SOA W uOEN
ABOVE ADJACENT GRADE. EAE11 n.V1t SNL 10
3. TAMP PLANTING WX FIRMLY AS M —NE
As NEGEssrAr MNN� sTnE1fIIT
IS FILLED AROUND EACH PLANT BALI- TNi1Ai ArmIIn PIAArz
4 EACH PLANT EACPLANT BALL AND PIT NOUNo
YEIAEDIATELY AFTER INBTALIATNIN. TYPIL I PL4NllT'1C• �� OETAI
S. BAMS PRINCIPLE! AND TEC1DIMUE
APPLIES TO PERENNIAL PLANTIMO.
UP TD YA% 11
• aDITER a BEo` �aE
Ypr .
EIPSING EQUAL SPA- F➢LY OF
GRApE BETMtDI ALL PlAN13 � TMG
npiCj RFn MOUNDING
SHRUB PLANTING DETAIL
NOT TO SCALE
( SPECFED B.JL DYETFP
sEEaFRn BML INHKTEN
EFTECINE DHL OVJETER
10F GF DNJ INTURH SaL UNE TOP OF 8111
AS OUG AS DUO
NO SOL COVERING
ON ROC! RARE MTURk Sal UNE E SOLL
RIOT CRONN I COVERmC
RDOT OIDBN
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
MOTE. A ROOT COLLAR MXCAVATION FOR ALL TREES SPECIFIED WILL ME DDNS TO ENSURE THAT RENIS
WERE NOT PLANTS ROWN TOO DEEPLY AT SOURCE INURAERY). LANDSCAPE CONTRACTOR SN•• I
HAVE SEMPLIER MARK GROUND LEVEL LIN! ABOVE ROOT RALL IF R 1S DETERMINE. THAT THEM IS
EXCESSIVE BOIL OVER THE ROOT CROWN. THESE TREES WILL SE REJECTED.
ROOT CROWN DEPTHS DETAIL
NOT TO SCALE
NOTES:
1. REMOVE WIRE OR NYLON TWIN!
FROM ENTIRE ROOT RALL
L STAKING REQUIRm FOR LIANINO
TREES DR AS NECESSARY.
3. SOAK EACH ROOT BALL AND MT
IMMEDIATELY AFTER RISTALLATION
c o.�q«-s1 .orz » uRm mw rz¢ s.no
NL TALES YVJL MEET lu1 SfRIO�nO FOR MN✓SDIr sn%M (ANSI. 10 I. �H.M MID EIL'M]tlNG TRE67
Rn owWc NDOG (RIx:U Yea
TREE PLANTING DETAIL
NOT TO SCALE
`II\UINMIIJJJ ... lA
LICENSE NO.:'F
C-0567}'
1622
U
s
J �
J
Q
2
Z
U)
H
O
W
C)
Cl-
Z
Q
C)
In
Qc
G
c�
a
LL
O
IW
V
Q z
J
J �
� o
5
>
PROJECT
INfORNAT1011
PROIEDT w.NACER. 1qA
DESIGNED BY: TMA
DRNm0Y%. BOA
PROJECT NUMBER MILES
lMN,TIAL M7E II681FA17
K. MNIMPS b@IOW.
CE2ll before yw dig.
SHEET:
Ll .1