20191214 Ver 1_Design Plan Set_20190912

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PROJECT TEAM
(l\A/KICD-
CITY OF RALEIGH
PARKS, RECREATION AND CULTURAL RESOURCES
222 West Hargett Street
Raleigh, NC 27601
Contact:
David Bender
Greenway Capital Projects Manager
PH: [phone]
[e-mail]
CONSULTANTS:
SEPI ENGINEERING & CONSTRUCTION, INC.
1 Glenwood Avenue
Raleigh, NC 27603
PH: [phone]
Landscape Architect:
Jeff Westmoreland, PLA
PH: [phone]
[e-mail]
S&ME
3201 Spring Forest Road
Raleigh, NC 27605
PH: [phone]
Geotechnical Engineer:
Kevin Nadeau, P.E.
PH: [phone]
[e-mail]
PUBLIC IMPROVEMENT QUANTITIES:
Phase Number(s)
PHASE 1
PHASE 2
PHASE 3
Number of Lot(s)
0
0
0
Lot Number(s) by
Phase
0
0
0
Number of Units
0
0
0
Livable Buildings
0
0
0
Open Space?
0
0
0
Number of Open
Space Lots
0
0
0
Public Water (LF)
0
0
0
Public Sewer (LF)
0
0
0
Public Street (LF) - FULL
0
0
0
Public Street (LF) - PARTIAL
0
0
0
Public Sidewalk (LF)
0
0
0
Street Signs (LF)
0
0
0
Water Service Stubs
0
0
0
Sewer Service Stubs
0
0
0
Lake Lynn Greenway Repaving
7921 RAY ROAD, RALEIGH, NC
GENERAL NOTES:
1. UNLESS EXPLICITLY SPECIFIED ON THIS SITE PLAN, THIS PROJECT SHALL COMPLY
WITH THE CITY OF RALEIGH UNIFIED DEVELOPMENT ORDINANCE (UDO) AND
ALL OTHER APPLICABLE REGULATIONS AND GUIDELINES. IN THE EVENT OF A
DISCREPANCY BETWEEN THIS APPROVED PLAN AND THE APPLICABLE
REGULATIONS OR GUIDELINES, THE MORE STRINGENT SHALL APPLY.
2. CONTRACTOR SHALL HAVE A CURRENT COPY OF CITY OF RALEIGH STANDARD
DETAILS AND SPECIFICATIONS ON SITE.
3. CONTRACTOR TO OBTAIN COPIES OF ALL PERMITS PRIOR TO CONSTRUCTION,
COMPLY WITH ALL REQUIREMENTS LISTED THEREIN, AND COORDINATE AND
OBTAIN ALL INSPECTIONS.
4. ERECT AND MAINTAIN TREE PROTECTION FENCING AROUND ALL TREE
CONSERVATION AREAS.
5. ALL ACTIVITIES SHALL COMPLY AT A MINIMUM WITH ALL STATE AND FEDERAL
REGULATIONS, AS WELL AS THE APPROPRIATE COUNTY HEALTH DEPARTMENT
REGULATIONS, AND CITY AND COUNTY FIRE DEPARTMENT REGULATION FOR
HAZARDOUS MATERIALS AND WASTES.
6. PROTECTION OF EXISTING VEGETATION: THE TREE PROTECTION FENCING SHALL
REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS
COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED
AREA.
7. BOUNDARY, TOPOGRAPHIC & FEATURE DATA FROM THE TRAIL'S BEGINNING
POINT NEAR THE COMMUNITY CENTER PARKING AREA SOUTH APPROXIMATELY
400 LF INCLUDING THE RAY ROAD CONNECTOR TRAIL TAKEN FROM AN
ELECTRONIC FILE OF A FIELD SURVEY PREPARED BY SEPI ENGINEERING &
CONSTRUCTION DATED JULY 16, 2018. THE REMAINDER OF THE TRAIL, AND ALL
OTHER CONTEXTUAL INFORMATION CITY AND COUNTY GIS DATA.
8. LOCATIONS OF ALL EXISTING ELEMENTS, INCLUDING THE TRAIL ARE
APPROXIMATE BASED ON G.I.S. MAPPING. CONTRACT SHALL LOCATE TRAIL
AND VERIFY ALL EXISTING ELEMENTS IN THE FIELD. ANY DISCREPANCIES
BETWEEN PLANS AND ACTUAL FIELD CONDITIONS MUST BE REPORTED
IMMEDIATELY TO THE OWNER BEFORE ANY WORK IS STARTED.
9. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT
WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND
REPLACED BY A LICENSED LAND SURVEYOR AT CONTRACTOR'S EXPENSE.
10. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE
TRANSPORTATION OPERATION DIVISION/PUBLIC WORKS DEPARTMENT FOR ANY
RIGHT OF WAY OBSTRUCTION NOTES:
1. STREET, LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY WORK
THAT IMPACTS THE RIGHT-OF-WAY OR CLOSING OF ANY STREET, LANE, OR
SIDEWALK, THE CONTRACTOR MUST APPLY FOR A PERMIT WITH
RIGHT-OF-WAY SERVICES.
2. A PERMIT REQUEST WITH A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN
SHALL BE SUBMITTED TO rig [e-mail] AT
www.raleighnc.gov KEYWORD "RIGHT-OF-WAY SERVICES".
3. PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A
PRE -CONSTRUCTION MEETING WITH THE ENGINEERING INSPECTIONS
COORDINATOR TO REVIEW THE SPECIFIC COMPONENTS OF THE APPROVED
PLAN, AND ENSURE ALL PERMITS ARE ISSUED.
4. THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY OBSTRUCTION
PERMIT FOR WORK ON ANY PUBLIC STREET OR SIDEWALK AND NCDOT ROAD
WITHIN RALEIGH'S JURISDICTION.
5. ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL, AND THE LATEST EDITION OF THE
NCDOT "STANDARD SPECIFICATION FOR ROADWAY STRUCTURES", NCDOT
"ROADWAY STANDARD DRAWING MANUAL", AND THE NCDOT SUPPLEMENT
TO THE MUTCD.
6. ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE
VISUALLY IMPAIRED AND/OR PEOPLE WITH MOBILITY CONCERNS. EXISTING
AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE
REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY
GUIDELINES (PROWAG), THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
7. ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE
OPERATION.
SITE PLAN REVIEW
Case # 591197
2nd Submittal: July 25, 2019
cLJCCT INInCV
CO.0 COVER SHEET
Cl .0 EXISTING CONDITIONS
C2.0 OVERALL TRAIL CONSTRUCTION PLAN
C2.1 CONSTRUCTION ACCESS PLAN
C2.2 EROSION CONTROL PLAN *
C2.3 EROSION CONTROL PLAN *
C2.4 EROSION CONTROL PLAN *
C2.5 EROSION CONTROL PLAN *
C2.6 EROSION CONTROL PLAN *
C2.7 EROSION CONTROL PLAN *
C2.8 NCGOI SELF -INSPECTION, RECORDKEEPING,
REPORTING NOTES *
C2.9 NCGOI GROUND STABILIZATION & MATERIALS
HANDLING *
C2.10 EROSION CONTROL NOTES
C2.1 1 EROSION CONTROL DETAILS
C3.1 TRAIL CONSTRUCTION PLAN: FOCUS AREA 1
C3.2 TRAIL CONSTRUCTION PLAN: AREA A
C3.3 TRAIL CONSTRUCTION PLAN: AREA B
C3.4 TRAIL CONSTRUCTION PLAN: AREA C
C3.5 TRAIL CONSTRUCTION PLAN: AREA D
C3.6 TRAIL CONSTRUCTION PLAN: AREA E
C4.0 SITE DETAILS
* EROSION CONTROL SHEETS ARE INCLUDED FOR
REFERENCE ONLY. AS A CITY OWNED PROJECT, THE
EROSION CONTROL PLANS ARE BEING REVIEWED /
APPROVED BY NC DEQ ONLY.
An
CITC M A T A
SITE DATA
SITE ADDRESS
7921 RAY ROAD
PARCEL ID
0774-96-3627
EXISTING USE
PARK
EXISTING ZONING
R-4
RIVER BASIN
NEUSE
FLOODPLAIN
N/A
WATERSHED OVERLAY DISTRICT
N/A
DRIVEWAY ENTRANCE LATITUDE
35.890025
DRIVEWAY ENTRANCE LONGITUDE
-78.697473
RIVER BASIN
NEUSE
WATERSHED
CRABTREE CREEK
TOTAL DISTURBED AREA
1
3.83 1 AC
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING / ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
S=�1
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
- 0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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COPYRIGHT @ 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
PROJECT: SE18.085
ISSUE: Site Plan Review Submittal 1 03.28.2019
REVISIONS:
1Q Site Plan Review 1 st Comments 07.25.2019
PROJ. MGR: J. WESTMORELAND
DRAWN BY: N. YOUNG
CHECKED BY: J. WESTMORELAND
COVER SHEET
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- - R/w EXISTING RIGHT-OF-WAY
— — — — — — — — — — EXISTING UTILITY EASEMENT
— — — — — — — — — — EXISTING GREENWAY EASEMENT
— — — — — EXISTING CONTOUR
_SS - — _SS - EXISTING GRAVITY SEWER
- - - - - - - - EXISTING STORM DRAINAGE
EXISTING CONDITIONS NOTES:
1. BOUNDARY, TOPOGRAPHIC & FEATURE DATA FROM THE TRAIL'S BEGINNING
POINT NEAR THE COMMUNITY CENTER PARKING AREA SOUTH
APPROXIMATELY 400 LF INCLUDING THE RAY ROAD CONNECTOR TRAIL
TAKEN FROM AN ELECTRONIC FILE OF A FIELD SURVEY PREPARED BY SEPI
ENGINEERING & CONSTRUCTION DATED JULY 16, 2018. THE REMAINDER OF
THE TRAIL, AND ALL OTHER INFORMATION IS FROM CITY AND COUNTY GIS
DATA.
2. LOCATIONS OF ALL EXISTING ELEMENTS, INCLUDING THE TRAIL ARE
APPROXIMATE BASED ON G.I.S. MAPPING. CONTRACT SHALL LOCATE TRAIL
AND VERIFY ALL EXISTING ELEMENTS IN THE FIELD. ANY DISCREPANCIES
BETWEEN PLANS AND ACTUAL FIELD CONDITIONS MUST BE REPORTED
IMMEDIATELY TO THE OWNER BEFORE ANY WORK IS STARTED.
3. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
4.
5. EXISTING SOIL TYPES TAKEN FROM WAKE COUNTY GIS, WHICH ARE
APPROXIMATE ONLY.
6. EROSION CONTROL MEASURES AND TREE PROTECTION FENCE SHALL BE
INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES.
7. CONTRACTOR TO ENSURE THAT NEW LANDSCAPE AREAS TIE IN SMOOTHLY
WITH THE EXISTING UNDISTURBED PORTION.
8. HORIZONTAL AND VERTICAL CONTROL WAS ESTABLISHED BY RTK GPS AND
OPUS OBSERVATIONS.
9. COORDINATES SHOWN ARE GRID COORDINATES.
10. ALL BEARINGS ARE GRID BEARINGS UNLESS OTHERWISE NOTED.
11. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
NOTED.
PROPERTY INFORMATION I KEY
KEY
PIN
Real Estate ID
Owner
Deed Book
Deed Page
Acres
Deed Date
1
787981355
164288
CITY OF RALEIGH
4076
298
34.02
07/31/87
2
787972528
102465
WAKE COUNTY
2394
664
1.50
01/01/76
3
787868949
148811
CITY OF RALEIGH
4281
933
18.10
06/13/88
4
787962702
102468
WAKE COUNTY
2394
664
1.95
01/01/76
5
787965411
139329
SAILBOAT BAY LL, LLC
16527
2575
19.20
09/12/16
6
787950651
20761
CITY OF RALEIGH
16608
1722
7.59
11/18/16
7797052463
139328
AMFP IV GOVERNORS POINT LLC
16831
1141
35.92
06/30/17
8
787935768
177710
WAKE COUNTY
2394
664
21.51
01/01/76
9
787947488
177709
WAKE COUNTY
13747
490
1.32
11/02/09
10
797049792
41221
CUMBERLAND COVE LLC
15892
1124
49.77
01/14/15
11
797034756
167182
WRPV XII REGATTA RALEIGH LLC
16168
773
19.66
09/30/15
12
797034263
129619
WRPV XII REGATTA RALEIGH LLC
16168
773
20.80
09/30/15
13
787924683
94956
WAKE COUNTY
1 2394 1
664
16.77
04/19/76
14
797022658
147854
CITY OF RALEIGH
1 3576 1
290
3.13
1 10/10/85
PRELIMINARY - NOT FOR CONSTRUCTION
300' 150' 0 300'
SCALE: 1"=300' NORTH
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING / ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
S=;)1
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 1 15 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
__­�
(( )L
�; t , � - - 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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COPYRIGHT© 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
PROJECT: I SE18.085
ISSUE: Site Plan Review Submittal 1 03.28.2019
REVISIONS:
Plan Review 1 st Comments 1 07.25.2019
PROJ. MGR: J. WESTMORELAND
DRAWN BY: N. YOUNG
CHECKED BY: J. WESTMORELAND
EXISTING CONDITIONS
C1 00

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J 1 1 /- / r r//, ;/// 11��-Js-= ===- •_ ��\ . - _�J - _ \ / `� \ „^ 1. SITE NOTES:
• - -, `�/�lI1;/`
��(% LEGEND:
/. // / //i Zs \/ ,� /1 , /, / , / r \ \\\ \ I l\ /
Y') IIII//r//l/ l� \` ,'/ �y / {� �/ r r `\ \\1\I I11 l
1 ) 2. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
�- EXISTING PROPERTY LINE
—
s� i- ) / f I (l l/// / ''\\ , '_ 1 IIJJJ l IIII(Jv/ //
_
t�} /I I'f I `\'r �; iT,� " �� 1 y�l�-(' 1 rT'^ " - 1 / r I , // �/ / ! 1 / / / / / / �✓ 111 j ? ( I I' I ((✓ l I 111 ( _ — — — — — — _ AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
r / / / UI1 III \\JYI f / ,//„-,�1, , , I (\ 1 / _ // / - t /,/ /, �t\tll , •- i ( F , j �j JIII ,I I 1 I ; \\` \ EXISTING GREENWAY EASEMENT THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
/ I ( �, i I Illi \ }I , r //,%/// 1 / i I _ // Y \ / /rte _ _ _G l I LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
I � ) / l \� - �.�A 111 — — — — — — — —
1 I l I- J / ! "/ /// / / / IJJ�(I 'ter\t
J l \ I \ EXISTING UTILITY EASEMENT
llJ ( / / r(1I l/r/^� \ // / 9f ^ l \\ I I \
fff��� l = 1 \ \ � / // � 1� � T OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
1 \\`�'C� EXISTING CONTOUR
\ ''rJ �! 1 1� _- �\\ \\ \\^ q/!f('ji�jjZ.�
"- - - - - - - - - - - EXISTING STORM DRAINAGE PIPE 3. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
1 GLENWOOD AVE, SUITE 600 I RALEIGH, NC 27603
PHONE [phone]
I1NECESSARY
BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
=LD LD LD PROPOSED LIMITS OF DISTURBANCE
f/// /- \ a � REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
LJI,�
\/ �\ r/ fJ-/`\ \\-__/_-1,/_��lr, /, \\\\��/ SF SF SF PROPOSED SILT FENCE REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BEPHONE
\ \ (Ill \ 1 t \ ��/ �- r./ '� / \ 1 \ r \ \ J ALLOWED WITHOUT APPROVAL BY THE OWNER OR ENGINEER.
\
Il 1\\\ \\ \ t 1 t fj� �\ \\\/ 1 / \ \,\ \ �\ ;/ PROPOSED TREE PROTECTION FENCE
I\ '
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
1 704.714.4880
1 , /tel- �\ \ Ll / TP TP TP
COMMUNITY / /'i ' / �% „ -- \\ / �\\\ I / - \\\ a > > l `
-J ,/ ,�!' , �\ \i> l( > / r T TEMPORARY CONSTRUCTION 4. NO CONSTRUCTION VEHICLES, EQUIPMENT OR MATERIALS ARE PERMITTED
1 \/� CENTER ,/r / /�. , r�� �i/r \ \T\ \ \\\ \ 1 \ \\\ ���t / l l
G J PARKING -' / 1 y //, �` \�\ \\\ I \� �I I' / ACCESS ROUTE ON BOARDWALKS.
�\\\\ I
�f
5030 NEW CENTRE DR., SUITE B 1 WILMINGTON, NC 28403
PHONE [phone]
\1\ l\ AKE_LY I
ti \\Jp \ \
\I I I' I O*M NI - / % R � / / a �� 1 5 I I `/\\�(^ l \\\\ \ \ l
u %✓ 1 o / / \\ )1 \ _ f
II � I( l � \ ./� �,,, / �,.,✓/ � \ \ 1 \ � \ \ � f i TEMPORARY CONSTRUCTION
11 T \ \ It kill \\ R I .ate/ - _ _ !` ;:•. yid/'"/ - ` \� \�` �j I I \\\ ` / \� �` 1 5. THE CITY IS RESPONSIBLE FOR OBTAINING ACCESS/ENCROACHMENT
l i ENTRANCE
AGREEMENTS WITH ADJOINING PROPERTY OWNERS FOR THIS PROJECT.
\ CONTRACTORS SHALL VERIFY WITH THE CITY THAT THESE AGREEMENTS ARE IN
/ ,/ { , \l b\\\, - .-_ f/�i/ r „ /\ \ l \fir, � 1\ XIII \ \ \ � TEMPORARY LAYDOWN AREA
(
PLACE PRIOR TO STARTING WORK ON ANY PROPERTY NOT OWNED BY THETr-
3644 PUNGO CREEK RD. PINETOW N, NC 278653
I
PHONE [phone]
I
se iinc.com
\,\f`r%.���,�\,_`�\/\-%� / I � ` \` \ \ % \ �
\ I I1 \\\` ` I ` '/ `� \ I L\ \\ - ` / i\/��/U,1!/ f / / ` ` \\ k I EXISTING ASPHALT TRAIL TO BE REMOVED CITY OF RALEIGH.
�I \\ (APPROX. LOCATION BASED ON G.I.S.
_ 6. PRIOR TO BEGINNING ANY WORK OR ESTABLISHING CONSTRUCTION ACCESS
._ ~�"/J i '/ / / - 1 11111 / / 1 1 1 / /% ,, J 1�i\ MAPPING)
c /
=�� SEGMENT FOCUS AREA 1 __} J ` FOR THE PROJECT THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH
L
�) 0 3 WORKING DAYS
/ /'
• _„ ,!' ,'; 1 \', - f°' / /_--_. /; 1 `r\\\` \\
_ )� \
�� �'' J / - / y \ n \ \\ i ( APOPROX DLOCATIONTBASED ON G.I.S.ROJECT MANAGER TO COORDINATE ALL ACTIVITIES FOR ACCESS.
r u. SEE SHEET C-3.1 / r� \ I % ` d (
r ` �'��/ / , ; i�\� // // -s'' /- . 41 "l MAPPING
Sll ) 7. TEMPORARY CONSTRUCTION ACCESS AUTHORIZATION HAS BEEN IDENTIFIED
f�`�
BEFORE YOU DIG
\� BFORTHELOCATIONOF
UNDERGROUND FACILITIES
K below.
l AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
PROPOSED CONRETE BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
J \� ❑ >t JJ /` ��i//, // \h f_ _ ` \ ` t `\ ` COST TO CONTRACTOR.
^ 1
�`\ ,
y
now what's
CGII before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
— _\�
\ate \ �^ \ \/, ../ f 1\ I ___ 1 /, /,d / .�/. N / / // / ,J \ ��l \--- \`\ \ �\ ,�_� \ \\\\
��\ -;Ill\\--( - / , i / r l { / jl //,” IIS ^ �\ ` \\� rCl 1 TRAIL SEGMENT IDENTIFIER 8. ANY SEWER MANHOLES LOCATED IN THE ASPHALT WILL REQUIRE
\ ',_�—�y ADJUSTMENT TO FINISHED GRADE.
( ( \\\/// i \\ 1\\\ \ \ \ ) \ \ �l ` I I I 1 I (
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
( i/ 1 I 1 9. EXISTING STORM DRAINAGE PIPE UNDER THE TRAIL WILL BE REPLACED IN-KIND
\ M '�/ 1 1 (SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
-4,'Y // \ / I r /� \ `\ I I MATERIAL. NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
,J / \ / !�, ► 1(l, ;, II l /' .,/r/!II �// .""1 // s 1�\\\�\:�=kms/ // y�fi�\-r 1lfl LRa \ \` �\ I
/ 1 IJ, �\ l \ L I I $' I EVALUATE PIPE SIZE REQUIREMENTS.
('�,I, II I) \ SEGMENTA _ \.\ r -�`;- �r,I�,� l ` `J /
\ �� (
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
_\_/
_ \ \ (
- I1II1r l I - /_ __r\11\ \l \ \ I `
_' i 11 SEE SHEET C 3.2 / - \-`ry`°� \ \ ` -� \ ' �) 10. CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
W_=�- I I \ 11 1 ` I - L /' \I 1\ \`\ BEING REPLACED UNDER THE TRAIL. WITHIN THE FLOOD POOL (ELEV. 349),
FILL MAY NOT BE IMPORTED TO ACHIEVE ADEQUATE COVER. IN THIS CASE,
-
EITHER THE PIPE SHALL BE LOWERED OR EARTH FILL SHALL BE CUT FROM AN
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
' A 1 i1�1 \ I h�l 1�' 1 l l � L \ \ � / a Ti 1 r / .\ � \ _ -
Ai 1 1 / - \� I I I /
11 1 I 1, \(`{ f / \ _ \\ , 11 1 1 I // \� \ , I l POSITIVE SURFACE DRAINAGE. THIS WILL HAVE TO BE EVALUATED IN THE FIELD
I �l l'l 1, \ \ \ '�\III r-11 I !�
/ ( \
Ih, 11'\\\�?I\ 1 ONACASE-BY CASE BASIS.
VIII/,,
CAR
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"� I \�- i _ —�`I_ \ \ \\ \\ \ 11 I \ \ \ //�✓ \�////-� \ --' i I I > 111 1
DEMOLITION NOTES:
1191 n_.�/ _
= � =_
- -
1. WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
1 /, \�--� \� \\ J 11 / III, l� I I �\ / \ r / �),//�//� \ \\ \\\ �\�\ \ C \ \ s CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, THE NORTH CAROLINA
/ ♦. .•
`�F '••.....• k.
��`
_/� �\ \ \ \ \ \ � EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
/ �� f �7 ♦ �// /,JV I' 1 I +I � I/ - \ � - i/ /jam/`\\ ��9//,// - \ \ \\ _ �� \� ..�� - � "I 1l
`� , rF I / (� / /_ _ f it % I (,` r) r�� I• �, ,_ //�j��,�,�I/��/`( r r rr�_`\ \- / �`\ \� \ \\\ \�\\ \� ��\ �I 1 Imo/ III EROSION AND SEDIMENT CONTROL REGULATIONS. THE MOST STRINGENT
SHALL GOVERN.
l� \❑\ /I Ili I I 1 ySAILBOAT BAY
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I \ I I 1 i( r Q / %/ I / \ - - �- c- ��- (-'-7 - �y - ^ _� l 1 I 11 I I 2. ANY DISCREPANCIES FOUND BETWEEN THESE DRAWINGS AND
\ I I r 1 rr IIII APARTMENTS. / 1 1 ru \) r r
(� /�'-
SPECIFICATIONS AND SITE CONDITIONS, OR ANY INCONSISTENCIES OR
/) AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS, SHALL BE IMMEDIATELY
\ �� \ ( l /fj �__ __/ / YI I- // /t
I \1 4_ -/.�� �
��annnlll luulr
�`� V �4/'''
\\ p .,
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1\\
� 1 r!( 1(� \\�� J / / / I REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS
SEGMENT B / '' / ) 1 /I i SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY,
/�i/�'\�J / /( 1 J \
/ _ 11 I _ ( ,^ _ _ / �- / WITHOUT ATTEMPTING TO CONTACT THE DESIGN ENGINEER, WILL BE DONE AT
♦�
\ • ` ;
�. _ \ / 1 \� / �-
\\ � , _ / ��= THE CONTRACTOR'S RISK.
SEE SHEET C-3.3 �� , r �/, ,\� ,I�f f' -_' r /�r�
3. MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE
�
UB I/ - �1 \ \ J� 1 RESPONSIBILITY OF THE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY•�
� _ 482 0' Z =
U=
_
E ATER AS A GENERAL GUIDE AND IN NO WAY LIMITS THE SITE CONTRACTOR FROM1 -4
-/'•/ / / 1 / /( 1 / 1 / / � � \ \ � - � /- � MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH NCDOT
LYNN // / r o, �� I -_/ v vv /' 1 11
STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, OR
'��,
ullllnnm""
� AS DIRECTED BY THE LOCAL MUNICIPALITY.
/ a (
/sem/
COPYRIGHT©2019
4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
/�` NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND
lei ;\\ - I / /�y\`\ \ // / / r 1 / `=�-/// // / - \ \ r _ _ \ �I \ 1 ,I IIII I ENCROACHMENTS. CROSS CHECK SPECIAL PROVISIONS WITH PLANS.
\� �>` \ 1 c► /� � , � � , � /�, , A�l•Q \_` \ / J ,/ / \ I / / l / / _ _ -. -o I � / ,/ r = ��� \ ✓ /r MAINTAIN A COPY OF ALL PERMITS ON SITE. CONTACT LOCAL DISTRICT
\11/ J J I ! I ENGINEER 919 733-3213 24 HOURS BEFORE PLACING ANY CURB AND
Il \ M`` f J/\\ , // / I I GUTTER WITHIN NCDOT RIGHT-OF-WAY.
SEPI ENGINEERING &CONSTRUCTION, INC
T L r I
�- r 5. CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO
�
(I � \\ _ � � � � I \ �� ,// /,/, / / � /
/ REMOVAL OF EXISTING STRUCTURES/UTILITIES.
r • �;, /t �� LAKE Y \,I ,I SEGMENT C ;;,- `. ->/) �`.qd , \�-1�;,'� _z ,� ,
' �� z�\\ \\ LYNN \ \\ \\ \ I I 1 // _ �� J`\� 1 >\, �/ /' )/ / 1
I , \ I I I VJ'' SEE SHEET C-3.4� , �. \\\)( / \ll ( / \ I 6. SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE
/ / ♦� \\ l /
\` C \ - - — _ _ _ - \ 1 1 1 J 1 /I CLEAN-UP OF LITTER AND REFUSE GENERATED BY HIMSELF AND
Cit f Raleigh
y O
Lake L nn
_
SUBCONTRACTORS. THE CLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON
A REGULAR BASIS, AND SHALL INCLUDE INITIATING ACTION AND ASSUMING
ANY COST IN REMEDYING THE SITUATION. ALL REFUSE AND DEBRIS SHALL BE
\ / \ _ ` \\ s ��:� I `\ '� � I C � /- _ �, /%�/� � / r ` 1 \ \ J 1 I / l \ • DISPOSED OF LAWFULLY AT AN OFF-SITE LOCATION.
_r\ \ \ s•-- .� F I J 1 8 r✓ ' � , I I I I l l / / _ � i �,'-'� � / / / < _ _ l
' 1 / Cir I • I l // \ '/�„�/J,/ / / / // �� �/ c ` l\� 7. ALL INDIVIDUAL TREES SHOWN ON THESE PLANS TO BE REMOVED, INCLUDING
Greenway
Repaving
�/� \\\ �9 _
e-� _
\, � � _ ��`'� f'%' // j/ 1 J r ��,/ \ � CLEARING AND GRUBBING. THIS PLAN DEPICTS TREES >4” D.B.H. SMALLER
\ - TREES WITHIN 4 FEET OF THE TRAIL EDGE SHALL ALSO BE REMOVED,
A \ T • % / /// - - } / / / r\\\ --��_ _ =� INCLUDING CLEARING AND GRUBBING.
_
r4�
\aJ 1 I (11 I\ f l I I I I II I I t \I 1
I Ir{rl- -�-r I \ \ \\ �.���\ 1 / J Jlll 111 111111 r II 1, TOTAL DISTURBED AREA
I !/'
'll\•\\\� .,��-�� /' `. `! r I
City g of Raleigh
'(j,ll /1 / ; `�-� \ \\`\\:\ \ r( _/ J / r � \
'�-� (,11 1 --,' \,_ \ ,���,`\ ` �Iro ).`\\ \ r I , I \_
��, �_ `�?\ _- ' 167 047 SF / 3.83 ACRES
,
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Parks, Recreation and Cultural
Resources
/ h I y`- \-J%+�_/�'rf,
COVE
THE COVE AT r
� \� ✓ I I\\\__ \\\[�\\I)J\�� '�.! � i Jr� J � L � / I �/ I• _—=111\—�i� —� /// I \.
Client Contact
/_
K N�1 LAKE LYN
X \\
SEGMENT D
David Bender, Greenway
v - \ �\\ . 1 ��Ir \ + I ,��y��r/;, ��`��,•..\ . j ; \ <; SEE SHEET C-3.5
Capital Projects Manager
222 W. Hargett Street
\ \��.�� � `�`J �/�� ) / � _ � /_\1 �� �� ��` : <��� \\\'yam �\,�\ _-= \����-•\ � c \\., `\ - _ \� - \�\ - �
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Raleigh, NC 27601
919-996-4798
' -'/ - .-- '�/,� ` "� ` �I \,'-'
!Y / / ' � ' � _. _- - >� �- �•�= \\ . _ \ \� � - 1 \ ,11 , ,
david.bender@ralei hnc. ov
g g
,,\_ - 11(1/ y�1 I I _ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
_ \� ` r I /I /// '' ' 1s-`s=-`�(�% l\ % J JJ/;' ' ' ' ' %� 'lil i RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
THE RES I I �r'll , I / _
ll 'l � \\ �_ �\ \�' I � //J / /-�.��_� ___moi I / /u )1, IIt
PROJECT:
SE18.085
ISSUE:
Site Plan Review Submittal
03.28.2019
_ _ \ \
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I
III I \ I I ) I ��, AT LA L\�N 1 -\\1,\\�\\ 1 �- / / '\ // \ ,� rel /j ;- _ <J/ I I �I-1-/-
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SITE PERMIT REVIEW APPROVAL
II_�OCPRI
REGA \ (\ /' r \ , CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
% �-
1 / \ I J PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
_ WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
/ \ ` \�0/ LAKE _ \� , \j j\ 1 !a"�-.
111\11\111�f CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
`l _ _ _ _ I _
11111\111 Jr/' 1 \ \ r�' 1 \ �i�
, � -, .r \', �' , ( �) / // WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
REVISIONS:
, \ I I > \ lltf
�. / �� I / PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
ENT E Lf" /Z /' '' td
r \ I\ 1 \ \ \ SEGMENT
L� / IJ j,// // r �� - / ` `I l\\ \\\ 111 1 t �\ < '� ` \ e Al 1 J r �� 1 j S�� RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
1/r( I I \. 1 J'(\
Site Plan Review 1 st Comments
07.25.2019
1 II\ f\ j r lr _ l I/ \\
- I
IIII 11 `� \ } I 11 \ \\\ \\�\ II� ltl �`\ SEE SHEET C 3.6 \ / J I / I,f' Jd. LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
Ifrr l l 1 ,// l / l \ \ \ \ I , \ \ \ l \ /
\l` _ X11 'rrr I IIS l'/' \ / / //III \a\`;��r 1 III' U� CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
1 \\ \\` /
tt� \ •, 11 I (I \II \ \ l // /!/ 1 ` 1- I \\\\\ \\\\ \\ l �- c `;= - � l =- ` -� / // I I 1 I 1 1 I ,�/ CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
\\ 4/I \ I \ \�\ �- �_-_ I I /iJ 1 \ / �<<L_�
`V J /
�'T \\\\)111{1 �� \ \``=_�\\I ; //i �\ I\\\ / �/-\���-RULES AND REGULATIONS.
,I� (/lI,/-_p_' ���/;I ri /i/ 1 / \ I
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TRANSPORTATION FIELD SERVICES
1
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1 1 -/ tli I n ul\ "��� \ \I PUBLIC UTILITIES
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PROJ. MGR:
J. WESTMORELAND
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LYNN ROAD I,. PLANNING / ZONING
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
\)J PRELIMINARY NOT FOR CONSTRUCTION
FIRE
OVERALL TRAIL
\ T 1 I l { ice.._ — �(, /. /� 3 F-- =3•r / c t 7 `� / _ r — � /
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CONSTRUCTION PLAN
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IYNN URBAN FORESTRY
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\ - • / / I I 1 � / /� l / / r / �_ �_ ,;���� IJ // / „; , /ir/ / // - � SITE ACCESSIBILITY
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LEGEND:
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ll/ Lr-/1�-rel /r \�`! f rrr /J 1 >\\ �; - EXISTING PROPERTY -
Y / /�>'/ G/ , f - - - - - - - - EXISTING GREEENWAYI EASEMENT
`• ) /;11,/. 1 l 1 �.
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1 IIIJ If(i ,I /r (// f/ (� f� \v / �y/ I� / / il / r I \}\, Ilf('r (- - - - - - - - EXISTING UTILITY EASEMENT
_
EXISTING CONTOUR-�I,�/�'' \JJ(/1 /J/JJ// I II Ij1v1(/( - - - - -
EXISTING TREE CONSERVATION I J , I �I ) " TT J / _r , // / / ( - l _ ���i� I I(/ 1 l�-
1J1J11, I (r ( I /l _ // / r /, , "` �f/ \\l\�� I,1
_ EXISTING STORM DRAINAGE PIPE
AREA (B.M. 2009 PG. 01 182) riiirrir/rlJ/ I, J I Jam_ r> ; 1 F / ����/r r \\ ) J/ , ,.� __ _� _ _ >) 1 \ \\'`: \\r 11'� — — — — — — — — — -
r/ �` 1 l
1 GLENWOODAVE,SUITE600 I RALEIGH, NC 27603
PHONE [phone]
I
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/=/%r'- ,I ( / %/111 / /1 \ ( K = ��,> �• / % ,/ /, \ , / „/fir == \\ \\ \ \ )/ ,�\ �— LD LD LD PROPOSED LIMITS OF DISTURBANCE
'I -
/ \
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- - 1 1 \\' 1 1 ` ° 1 (r 4 1 I 1 , \ f /i /• / i I ( l / l 1 _ J - \\ �� J I > TP PROPOSED TREE PROTECTION FENCE
` \ [�� v "`.CZ'/' I ❑ ` ,`� � � -111 I 1 \ 1 I I I I1,J `� ��% //' J ��i / `- �' � j'� /+'� \ \(\ , I 1 // // , / r r/_ \ v ,�I I I I \� \O i TP TP
/ I I / V all
11020 DAVID TAYLOR DR., SUITE 115 I CHARLOTTE, NC 28262
PHONE [phone]
I
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE
_ I, , , 11 \ 111 / - % ✓/ .+:_. \
/ , ,� b\ II f / _- \\\ TEMPORARY CONSTRUCTION
1910.523.5715
1
ACCESS ROUTE
\\\ TEMPORARY
Y CONSTRUCTION
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OMMUNNGIT
\\O\A�I1M. -
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\�/✓/�i✓(,
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PARKIER
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3644 PUNGO CREEK RD. I PINETOW N, NC 278653
PHONE [phone]
sepiinc.com
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' \ TEMPORARY LAYDOWN AREA
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EXISTING ASPHALT TRAIL TO BE REMOVED
f , -- " ((/ / 1 / \ I \ _ _ APPROX. LOCATION BASED ON G.I.S.
TEMP. CONSTRUCTION "'" `' i , \ �'- '>�\,'' I `
' } I v A V v MAPPING)
\� l 11 l \\\ \\\ ��) _ 1`l\1\\1, I / �\�`II 1 \\ \ \ \ \ \`\
ACCESS #1 \\\ - .' 1 -, �� I 1
` \\\\ `.
� / � ,' - 3WORKING DAYS
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BEFORE YOU DIG
_ _'
:rte'•'' - / %�iU///1'/' \ \ PROPOSED ASPHALT TRAIL
/i/ - EXISTING TREE CONSERVATION - \ - /// f�' \
'V �- APPROX. LOCATION BASED ON G.I.S.
(
`-,- i __ TEMP. CONSTRUCTION '•:• //- \` I
\
FOR THE LOcnnONOF
_ , / •�>�•' :>' \, / / / / \ _ l _
/
AREA (B.M. 2009 PG. O1 182) ;�'\\, ; _ /_ %� / �\ \\� �\ MAPPING)
LAYDOWN AREA # 1
-- UNDERGROUND FACILITIES
Know what's below.
%PROPOSED CONRETE
—\ - _�1== " �/� /T.=-�/ i ` _moi � tlr'. :f ,��.��, lri ✓ / / — ) \)/ l r i \ / / �— e ) '- y .
J'J�/ / / ' / I \� 1 ^\ ^ � �J
) \ \ , T j"� / \ ( V )--y /
\ \ - ' / % ( —' > / � /\` /) � /0 ° , ` \` \ \ 1 C TRAIL SEGMENT IDENTIFIER
r /// 1 /
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
\ �- / \V� / \ \ \
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��\ \ ��/f' / i \ \ \' I // 1`I /% ` / J' ` ` •�' i / \ \\ / l 4 — _ \ \ '� \ ` \
\ — i _ , ti \ \ \
,. _� \� 1. SITE NOTES:
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
\J� \\
O \\\ \ \ 'moi,, \ III1�ll ,t \\
' I r��-
'r ��\ \� ! / ',j//� / �^ 1 { 1 // *�� 1 0/ `_' a( ; -_!� \ ` ' } ' \ \ , I r } 2. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
/// \` / / \ �f / l ) ) (! -Y I I r f !
�� ; / / �---- I �/ \ r I - \` 1 a / /! ty J I AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
l `
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
"J / �' �� i' (' \\ fl \ jfi l \` (
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THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
\\ LOCATING COMPANY ( ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
/ 4F� t`�
,
\I (tI� I \`^ OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
` �-w ' '' , � ;� _ �/I 1'1\ 4 1 � I ( l(1 � ,\ ( I I I 11 \ r I ( � f r ' r � / /� \� � - _/ �/' \� � t 1\ \` � \ � -� �. > .1•� c � } ,� 1 1
3. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
�y NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
II
l \�- - JJJ y l / f / s / `� \\\ REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
)\ 1 ,T -���i' --�� -1 - 'r I J I / / / /'` l y" / / / r `) \` \Y l� REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE
o`\
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ALLOWED WITHOUT APPROVAL BY THE OWNER OR ENGINEER.
ACCESS SEGMENT
/ ' � / / � Y -/ � I ✓ � - � - \� 1 � III �
I \ + , \ I III 1 I / / ! ) � ,
VIA SEGMENT A AND - 1 ' \\ -�/ /`' \ II/ 1/ I 1- - ( 1 \ 4. NO CONSTRUCTION VEHICLES, EQUIPMENT OR MATERIALS ARE PERMITTED
ApF:9 '
= ;; 1191
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vvl\ \ V �� ��%V(1 )��i V ON BOARDWALKS.
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EXISTING FOOTPATH ,� �, ,, _ , , ,- I ,, , _•
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5. THE CITY IS RESPONSIBLE FOR OBTAINING ACCESS/ENCROACHMENT
, i \fix, > \: ' \ II `\ I ! �� \ \ _ , �_ \ ///'% ^ `_ _ _ = 11 I I1 \\ 1 ` / C \ AGREEMENTS WITH ADJOINING PROPERTY OWNERS FOR THIS PROJECT.
' 111(�,fl "J/ t(� I /` ) / / Jr-vA Vrr ` CONTRACTORS SHALL VERIFY WITH THE CITY THAT THESE AGREEMENTS ARE IN
= 1 ??l l C'_ 1! v_ V�
' \ � l� � \ ` 1 ' -` PLACE PRIOR TO STARTING WORK ON ANY PROPERTY NOT OWNED BY THE
�C, �`
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wEs 07.25.19
_
-� CITY OF RALEIGH.
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I 6. PRIOR TO BEGINNING ANY WORK OR ESTABLISHING CONSTRUCTION ACCESS
JJy�r
/ )! l/1 '�� �\ I /ir \ If -' \ \ �\ \ \ \' \ \ , ]� IJ- ' FOR THE PROJECT THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH
�-AILBOAT Y� / ` `'/ I _�`_; // J , \ 1 J �- ti
� ( / I \ - `-dam = �\� , / )�Y'i / �X" , \ ) III \ , T r PROJECT MANAGER TO COORDINATE ALL ACTIVITIES FOR ACCESS.
1 ' (-. \ ' \ � /� � 1 I�`� -`� — _ _ — _ _ � � _,/• ,�.p1 I Q\ � �� � % l�f /J� I f , 1 t Irt\\ \ �t=='�----�\ _ , � � _ /i _ -1 ! 1 I t (r I II I I
ART E -
NT.��,/ \
7. TEMPORARY CONSTRUCTION ACCESS AUTHORIZATION HAS BEEN IDENTIFIED
o` \ R 0 %,
`� � �� A R C H l,, �.J 9 ,,/
,,r f"-_ -%J ' f +_� l /ll`�-�1 > 1 AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
/ / \ � \\ - - /' � � / /// r l / / / BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
i�/ /,,r / / 1 , 11 ` - - - ' I
, / � �, , ( \ / - - J / /�- � � // / / / / - /�1\ COST TO CONTRACTOR.
' �� - - - - �\-' � \\ \ / /l \ \\ , � I ' / / \ /� /' J// '�/' J / i `'v �� 1 � i � _ / / �� /��F� `T i�T t j � � \ n
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8. ANY SEWER MANHOLES LOCATED IN THE ASPHALT WILL REQUIRE
ADJUSTMENT TO FINISHED GRADE.
Jf f r, E ATER ON
LYNN / \ Jll >/ / / - \ \ \ �� /' r , Y I I 9. EXISTING STORM DRAINAGE PIPE UNDER THE TRAIL WILL BE REPLACED IN-KIND
',FFR/
a
COPYRIGHT© 2019
SEPI ENGINEERING &CONSTRUCTION, INC
"I �� (SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
1 \ MATERIAL. NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
//�/ice/ /j / / \ '~ EVALUATE PIPE SIZE REQUIREMENTS.
TEMP. CONSTRUCTION
TEMP. CONSTRUCTION , > t \\ 10. CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
lam- `\`�''"' !' ACCESS #2 BEING REPLACED UNDER THE TRAIL. WITHIN THE FLOOD POOL (ELEV. 349),
LAYDOWN AREA #2 _ ,,/,
I?- \\ _ / / / - \ V I I FILL MAY NOT BE IMPORTED TO ACHIEVE ADEQUATE COVER. IN THIS CASE,
_ \\� >/ \ \t►1/�� \ \y / / ___ (^ j ,� \\/, _ \ >o l EITHER THE PIPE SHALL BE LOWERED OR EARTH FILL SHALL BE CUT FROM AN
\ / \ f l J \ tiG ////�-j`/ 1 \
I i/�jV \ JI s- / I n - _�� _ /// \ I r ^ \ j 1�l /l J ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
„ , C / / \ /(/ \ \ I 3-(% POSITIVE SURFACE DRAINAGE. THIS WILL HAVE TO BE EVALUATED IN THE FIELD
City o f Raleigh
,lam\\ \ \I
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\ T L ) )j \ �`�� y ' ., �,\ � �.- J r/�i / � / � � ti 1 -_�, /,, / / / ,' ON A CASE-BY-CASE BASIS.
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Parks, Recreation Cultural
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LYNN I, ( /� `�\\\/� < c\ ——._ `�\— I s'—_•,/ /
David Bender, Greenway
Capital Projects Manager
�LAKE ,/ Jay ` ��_�`
=_\`\ \ \`. -
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222 W. Hargett Street
Raleigh NC 27601
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919-996-4798
[e-mail]
\,�'_______ „\ \\•.`
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<t \ I I I //// �' I1 / / V :`';� _ __,�. - \\� - \ I! \\II r �--- ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
DATE
PROJECT:
SE18.085
4 \\ \ THE RESERV _ \� 1,11 I I r �`-`� =-�\ 1 / > , I' Il — SITE PERMIT REVIEW APPROVAL
ISSUE:
Site Plan Review Submittal
03.28.2019
AT LAKE LYN }\\ „\ ! ^,�,, �j�l err/// r \ �\ -,� /� \ ,�"� / ,ri, '� -, _ <J", JI 1 /� CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Ihll 1 < '^� ===_- ^ \ ^- /''' I ��/ / I'// +
\ -, 1 , \ / f �' L \ f\ 1 \ \ I IJ TS • ', ; \ ' i II SIII t/_� PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
JA
DOCKSI CIRC \ I /
/ \( /
_
/ /- WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
QPI
}\Il!` '\ / \ \ I \ �// �r /!,' i(- REGAT CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
\n, , � / - — / / , � \I LAKE��-
' ///\ PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
f� _ / \S ` d� \ U, RESPONSIBLE
�
\ \,} \1 1 \ , > 1 \ \ \ \ \ y "'� , r ' // /�� \\� RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY STATE AND FEDERAL
�11A\VI �I� 1111
REVISIONS:
Site Plan Review 1st Comments
07.25.2019
v__ --- � IV � v �, v _� i� ; -- I 111 / ,I l _vv v1 •'- � Q t 1 I � I � / {��//i vv� ,
\ _ 1 ( t LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
1
, CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
', `\ �F— , 1�,JIIIIII,J \ II , }I J / J
,\\ ,\ ,\ } > l\ \\ ° \ 1 1�\�` 1 t ,,Il,/
\ \\---- -
fit �. _ - \ 1\ � � - CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
1��
�I1' 1 �\ \� �"A\ �o) ' \( w� �V
} TEMP. CONSTRUCTION TEMP. CONSTRUCTION I\ RULES AND REGULATIONS.
ACCESS #3LAYDOWN AREA #3 J TRANSPORTATION FIELD SERVICES
Ir,/nl\ p \ \}\ r / ! I }, ,,\\ ". .\ __�_- '/ �r, 1!;;- / >}> �--� ,- \
PROJ. MGR:
J. WESTMORELAND
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1 GLENWOOD AVE, SUITE 600 I RALEIGH, NC 27603
PHONE [phone]
L1 — L1—L1-0 — 0 — L1 PROPOSED LIMITS OF DISTURBANCE
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
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PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
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3644 PUNGO CREEK RD. I PINETOWN, NC 278653
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WIFE JANE YAM'ADA _
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PROPOSED SILT SOCK
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ROUTE # 1 / _ / / / / / — / / / / / / \ / / ICOSE ANNE N CALDWELL
/ / — _ — / / / / / D.B. 8539, PG 1589
B.M. 1993, PG. 435/
PIN: 0797081542
—
(APPROX. LOCATION BASED ON G.I.S.
MAPPING)
PROPOSED ASPHALT TRAIL
(APPROX. LOCATION BASED ON G.I.S.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
S� �`�
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AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
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PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
HUSBAND PAUL DUNN� 06 QP ru
D.B. 13665, PG 21-27
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SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
B-1VI.1993, PG. 435 / \
VSAINI Y SEWER EASEMENTIN: 0797080416 / I, INV. _ A3L/
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NPDES DOCUMENTATION NOTE:
l . THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCGO100000NLY.
City of Raleigh
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STORMWATER PERMIT NCGO10000.
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4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE
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LAYDOWN AREA #1 _ / WATTLE (TYP.), / / I / I 1 \� I I I I I / / / , / / / /� \ \ \ ) \
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SEE SHEET C2.10 FOR EROSION CONTROL MAINTENANCE
NOTES, CONSTRUCTION SEQUENCING, TEMPORARY &
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SEE9g`TAILS SH .1 / � �•\ � � / / I \ \ \1 \ \ \ I I �/ I
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SEE DETAILS SHEET C2.11 _V\\ / / / / /O o, / /� / `�\ / '/
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Parks, Recreation and Cultural
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
DATE
EX. PIPES / / //// I /l
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TO REMAIN
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
PROJECT:
SE18.085
ISSUE:
Site Plan Review Submittal
03.28.2019
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JUH TI JGM� FIS{�IER &
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SITE PERMIT REVIEW APPROVAL
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PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
REVISIONS:
:: > `ay / / / / / / / B.M-1989, PG. 1296 I I
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EX. PIPE TO / / /lIN: 7679767_Q4�
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
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07.25.2019
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EX. RIP RAP /l / I
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
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CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
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DRAWN BY:
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CHECKED BY:
J. WESTMORELAND
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CONTROL PLAN
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1 GLENWOOD AVE SUITE 600 RALEIGH NC 27603
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11020 DAVID TAYLOR DR., SUITE 115 CHARLOTTE, NC 28262
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ACCESS ROUTE
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PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
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EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
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NOTICE:
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SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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NPDES DOCUMENTATION NOTE:
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2. THIS PAGE CAN BE APPROVED BY THE
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Site Plan Review 1st Comments
07.25.2019
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
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LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
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DATE
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07.25.2019
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CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
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DRAWN BY:
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PROPOSED SILT FENCE
TI TI T TI TI TI PROPOSED TREE PROTECTION FENCE
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
- — — — — — — — — — — — — — — - TEMPORARY CONSTRUCTION
5030 NEW CENTRE DR., SUITE B I WILMINGTON NC 28403
PHONE [phone]
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TEMPORARY CONSTRUCTION
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
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AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
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THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
CONCRETE WASHOUT
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1. THIS PAGE IS SUBMITTED TO COMPLY WITH THE NPDES GENERAL STORMWATER PERMIT NCG010000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCG010000 ONLY.
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City o f Raleigh
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3. THIS PAGE R THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL
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222 W. Hargett Street
TOTAL DISTURBED AREA
Raleigh, NC 27601
919-996-4798
167,047 SF / 3.83 ACRES
[e-mail]
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
DATE
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
PROJECT:
SE18.085
ISSUE:
Site Plan Review Submittal
03.28.2019
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
REVISIONS:
Site Plan Review 1st Comments
07.25.2019
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
* INCLUDED FOR REFERENCE ONLY *
PUBLIC UTILITIES
PROJ. MGR:
J. WESTMORELAND
NC DEQ REVIEW IN PROCESS
STORMWATER
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
PLANNING / ZONING
PRELIMINARY - NOT FOR CONSTRUCTION
EROSION & SEDIMENTATION
FIRE
CONTROL PLAN
50' 25' 0 50'
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URBAN FORESTRY
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EXISTING PROPERTY LINE
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SILT SOCK INLET PROTECTION, J I � \\
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PROPOSED LIMITS OF DISTURBANCE
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11020 DAVID TAYLOR DR., SUITE 115 I CHARLOTTE, NC 28262
PHONE [phone]
/ TEMPORARY CONSTRUCTION
/
TI PROPOSED TREE PROTECTION FENCE
- — — — — — — — — — — — — — — - TEMPORARY CONSTRUCTION
5030 NEW CENTRE DR., SUITE B 1 WILMINGTON, NC 28403
PHONE [phone]
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3644 PUNGO CREEK RD. 1 PINETOWN, NC 278653
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MAPPING)
PROPOSED ASPHALT TRAIL
(APPROX. LOCATION BASED ON G.I.S.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
MAPPING)
CONCRETE WASHOUT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
/ I
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
N :.` ° \ / \
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SEE DETAILS SHEET C2.1 1 I �I CPP ±30' L
NPDES DOCUMENTATION NOTE:
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TEMPORARY IMPACT
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2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCG010000ONLY.
City o f Raleigh
SEE DETAILS SHEET C2.11
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3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
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LIMITS OF I 1 I I II I \
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4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT A PART OF THE
APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
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DISTURBANCE TYP.
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SEE DETAILS SHEET C2.1 1 >:>>: / \ —
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NOTES, CONSTRUCTION SEQUENCING, TEMPORARY &
PERMANENT SEEDING.
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Parks RecreatioRaleigh
a gd Cultural
Resources
Client Contact
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David Bender, Greenway
Capital Projects Manager
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222 W. Hargett Street
Raleigh, NC 27601
TOTAL DISTURBED AREA
IMPACT AREA 8 IMPACT AREA 8 — —
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167,047 SF / 3.83 ACRES
919-996-4798
[e-mail]
EX. " PVC ±32' �
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
DATE
PROJECT:
SE18.085
°):.:.
ISSUE:
Site Plan Review Submittal
03.28.2019
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SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
\� °,� /
IMPACT AREA 8 / / I ' 21"0 M GE[ / / /
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
REVISIONS:
I
ZONE 1 -±1 15 S.F. � / � - SS -
TEMPORARY IMPACT / '— — - —�SS/ j SS _
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
Site Plan Review 1 st Comments
07.25.2019
\ \ I
RIP -RAP DISSIPATOR / �/ IMPACT AREA 9 / / / _ / _
a
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CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
E� T+
3'W x 6'L , CLASS 'B' RIP RAP / o / / / -
TEMPORARY IMPACT /
SEE DETAILS SHEET C2.11 / / ///
RULES AND REGULATIONS.
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TRANSPORTATION FIELD SERVICES
INCLUDED FOR REFERENCE ONLY
\
PUBLIC UTILITIES
PROJ.MGR:
J. WESTMORELAND
DRAWN BY:
N. YOUNG
\ \ \ \ \\\ \\t \ NC DEQ REVIEW IN PROCESS
..........
/ I POP / / / / / / / / /
STORMWATER
CHECKED BY:
J. WESTMORELAND
I� / PRELIMINARY - NOT FOR CONSTRUCTION
PLANNING / ZONING
EROSION &SEDIMENTATION
FIRE
CONTROL PLAN
URBAN FORESTRY
1 'GUM
50' 25' 0 50'
SITE ACCESSIBILITY
C2. 7
SCALE: 1"=50' NORTH

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Frequency
(a) Each E&SC measure has been installed
Inspect
(during normal
Inspection records must include:
locations, dimensions and relative elevations
business hours)
shown on the approved E&SC plan.
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
initial installation of the E&SC measures or if
If no daily rain gauge observations are made during weekend or
good working
case-by-case basis.
holiday periods, and no individual -day rainfall information is
order
Initial and date a copy of the approved E&SC
available, record the cumulative rain measurement for those un-
plan or complete, date and sign an inspection
related causes, the permittee may be required to perform additional
attended days (and this will determine if a site inspection is
construction phase.
needed). Days on which no rainfall occurred shall be recorded as
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
"zero." The permittee may use another rain -monitoring device
plan.
report to indicate compliance with approved
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
to E&SC measures.
hours of a rain
4. Indication of whether the measures were operating
report to indicate the completion of the
event > 1.0 inch in
properly,
.
24 hours
5. Description of maintenance needs for the measure,
The report shall include an evaluation of the anticipated quality and
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
o
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
o
24 hours
5. Indication of visible sediment leaving the site,
noncompliance, and its causes; the period of noncompliance,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
•
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
sediment and actions taken to address the cause of the deposition.
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
case-by-case basis.
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
related causes, the permittee may be required to perform additional
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
(b) Oil spills and
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
shall include information about the date, time, nature, volume and
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
1(b) -(c) above
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shal
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
e
Within 24 hours, an oral or electronic notification.
deposition in a
e
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case-by-case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
.
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b) -(c) above
(c) Anticipated
.
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
o
Within 24 hours, an oral or electronic notification.
with the conditions
o
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
•
Division staff may waive the requirement for a written report on a
case-by-case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
* INCLUDED FOR REFERENCE ONLY
NC DEQ REVIEW IN PROCESS
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING / ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
w
3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
COPYRIGHT© 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
ISSUE: I Site Plan Review Submittal 1 03.28.2019
REVISIONS:
ite Plan Review 1st Comments 107-25.2019
PROJ. MGR: I J. WESTMORELAND
IDRAWN BY: I N.YOUNG
ICHECKED BY: I J. WESTMORELAND
NCGO1 SELF -INSPECTION,
RECORDKEEPING, REPORTING
NOTES
C2.8

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Permanent Stabilization
Stabilize within this
• Permanent grass seed covered with straw or
Site Area Description
many calendar
Timeframe variations
• Geotextile fabrics such as permanent soil
days after ceasing
reinforcement matting
without temporary grass seed
land disturbance
• Appropriately applied straw or other mulch
(a) Perimeter dikes,
• Plastic sheeting
with mulch
swales, ditches, and
7
None
perimeter slopes
• Structural methods such as concrete, asphalt or
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off-site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHE!
U U SANDBAGS (TVP) SOIL B
00 OR STAPLES
B MIL
O SILT FENCE 1.1 LINING ORLASTIC STAPLES SIDE SLOPE ORSTAPLES
U U (TYR)
0 O O 0
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINER IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARV MARKED
WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
SANDBAGS(TYP)
OR STAPLES
J. WESTMORELAND
10 MIL
HIGH
COHESIVE &
CHECKED BY:
PLASTIC LINING
LOW FILTRATION
1:1 SIDE SLOPE
TYR
SOIL BERM
SECTION B -B
SANDBAGS(TYR)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID ANDIOR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY TO
PROVIDE ADEQUATE HOLDING CAPACITY WITH
MINIMUM 12 INCHES OF FREEBOARD.
3. CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARV MARKED WITH SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on-site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
* INCLUDED FOR REFERENCE ONLY
NC DEQ REVIEW IN PROCESS
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING / ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
w
3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
COPYRIGHT© 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
PROJECT: SE18.085
ISSUE: Site Plan Review Submittal 03.28.2019
REVISIONS:
ite Plan Review 1st Comments 107-25.2019
PROJ. MGR:
J. WESTMORELAND
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
CGO1 GROUND STABILIZATION
MATERIALS HANDLING
C2,09

EROSION CONTROL NOTES:
ALL E&SC MEASURES MUST BE MAINTAINED UNTIL ALL UPGRADE
DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF
PERMANENT VEGETATION.
2. STABILIZE ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS OF
TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING
ACTIVITY. PERMANENT GROUND COVER SHALL BE PLACED WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
3. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES
PRIOR TO BEGINNING CONSTRUCTION.
4. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION.
NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR
INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST
48 HOURS IN ADVANCE.
5. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED SO
THAT RUNOFF THAT CONTAINS SEDIMENT FROM THE SITE WILL NOT ENTER
STORM DRAINAGE FACILITIES.
6. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
OR RUNOFF.
7. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
CONSTRUCTION ACCESS ROUTE AND DESIGNATED CONSTRUCTION
ENTRANCE.
8. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE
UPGRADE SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE
TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL
EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING
CONTRACTOR UNLESS OTHERWISE NOTED.
9. THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE
RECOMMENDED AT A MINIMUM. ACTUAL MEASURES NECESSARY FOR
CONTAINMENT OF RUN-OFF SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND BE FIELD VERIFIED.
10. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE CITY EROSION CONTROL ORDINANCE AND IS SUBJECT
TO A FINE.
TEMPORARY SEEDING SCHEDULE
11. GRADING MORE THAN 12,000 SF WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE CITY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
12. ALL SLOPES 4:1 OR STEEPER MUST BE SEEDED, MULCHED, AND STABILIZED
WITHIN 14 WORKING DAYS. SLOPES STEEPER THAN 3:1 MUST BE SEEDED,
MULCHED, AND STABILIZED WITHIN 7 WORKING DAYS. REFER TO EROSION
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
13. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
14. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
THAN 10' REQUIRE ADEQUATE TERRACING.
15. ON-SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS
RECEIVED FROM THE OWNER AND AN ON-SITE DEMOLITION LANDFILL
PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
16. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS.
17. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
18. EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES
AVAILABLE.
19. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS.
20. SLOPES STEEPER THAN 3:1 SHALL BE PERMANENTLY SEEDED ACCORDING
TO GROUND STABILIZATION TABLE, THIS SHEET.
21. ANY NECESSARY DEWATERING SHALL BE DONE WITHIN LIMITS OF
DISTURBANCE AND THROUGH A SILT BAG TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
22. TO FACILITATE IN CLEANUP OF PAVED SURFACES, PROVIDE A LAYER OF
SAND, SCREENINGS OR FINES PRIOR TO PLACING ANY EXCAVATED
MATERIAL ON THESE SURFACES.
23. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF
STORMWATER TRACKING PERMIT AND ISSUANCE OF CERTIFICATE OF
OCCUPANCY. SITE MUST HAVE 100% GROWTH AND 80% DENSITY
(MOWABLE) IN ORDER TO PASS FINAL INSPECTION.
TEMPORARY SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS, LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL. (SEE ADMIXTURE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD
BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
ADMIXTURES
AGRICULTURAL LIMESTONE: MIN. 2 TONS PER ACRE (3 TONS PER ACRE IN CLAY
SOILS OR PER SOILS TEST)
FERTILIZER: 1,000 LBS PER ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS PER ACRE - 20% ANALYSIS
MULCH: 4,000 LBS PER ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 400 GALS PER ACRE
PERMANENT SEEDING SCHEDULE
SEE LANDSCAPE PLANS FOR PERMANENT GROUND COVER REQUIREMENTS.
CONSTRUCTION SEQUENCE:
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE
OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND
DISTURBING ACTIVITIES OCCUR.
2. OBTAIN A GRADING PERMIT FROM THE CITY OF RALEIGH.
3. CALL NCDEQ LAND QUALITY SECTION AT 919-791-4200 TO SCHEDULE
PRE -CONSTRUCTION MEETING AND FOR NOTIFICATION OF PROJECT
START UP.
4. INSTALL TREE PROTECTION FENCE AROUND ALL TREES TO BE PROTECTED
PER THE APPROVED PLANS.
5. CONTRACTOR TO KEEP A COPY OF THE RECORDED MAP WITH ALL
PROPOSED EASEMENTS SHOWN IN ACCORDANCE WITH CITY OF
RALEIGH STORMWATER REQUIREMENTS ON SITE AT ALL TIMES, AS
PROVIDED BY THE OWNER. FAILURE TO DO SO CAN RESULT IN
SHUTDOWN OF CONSTRUCTION UNTIL A FINAL MAP IS APPROVED AND
RECORDED.
6. THE FOLLOWING DOCUMENTATION SHALL BE KEPT ON-SITE AND
AVAILABLE FOR INSPECTIONS AT ALL TIMES DURING NORMAL BUSINESS
HOURS UNTIL THE PROJECT IS CLOSED OUT BY NC DEQ LAND QUALITY
SECTION OFFICE.
a. APPROVED E&SC PLAN
b. PLAN APPROVAL LETTER WITH ANY MODIFICATIONS OR
PERFORMANCE RESERVATIONS
c. 401 / 404 DOCUMENTATION, AS APPLICABLE
d. GENERAL PERMIT NCGO10000
e. CERTIFICATE OF COVERAGE (COC)
f. A MINIMUM OF THE PAST 30 DAYS OF SELF -INSPECTION REPORTS
7. CALL THE CITY OF RALEIGH (919-996-4115) TO INSPECT TREE PROTECTION
FENCE.
8. CALL THE CITY OF RALEIGH STORMWATER INSPECTIONS REGIONAL
COORDINATOR AT [phone] TO SCHEDULE A PRE -CONSTRUCTION
MEETING PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES.
9. A RAIN GAUGE WILL BE INSTALLED ON SITE.
10. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND INLET PROTECTION
(SILT SOCKS, YARD INLET, ROCK PIPE, ETC.) PER THE APPROVED PLANS.
11. INSTALL, SEED, MULCH, AND ANCHOR SILT FENCE, TEMPORARY
DIVERSION DITCHES, AS SHOWN ON THE APPROVED PLANS. CLEAR
ONLY THOSE AREAS NECESSARY TO INSTALL THESE MEASURES.
12. CALL CITY OF RALEIGH RAPID RESPONSE NUMBER [phone] TO
SCHEDULE A SITE INSPECTION PRIOR TO BEGINNING OTHER LAND
DISTURBING ACTIVITIES.
13. ONCE APPROVED (BY CITY OF RALEIGH), BEGIN DEMOLITION,
CLEARING, GRADING, AND CONSTRUCTION OF SITE ITEMS.
CONTRACTOR TO INSTALL SILT FENCE AND SILT FENCE OUTLETS ON
DOWNSTREAM SIDES OF ANY STOCKPILE MATERIAL. DISPOSAL OF ANY
EXCESS MATERIAL(S) TO BE TAKEN OFF SITE, SHALL BE DONE SO IN A
MANNER THAT MEETS THE CONDITIONS OF LOCAL, STATE AND FEDERAL
REGULATIONS.
EROSION CONTROL MAINTENANCE NOTES:
NPDES PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS
BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24
HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE
INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE
OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE
AS OUTLINED BELOW.
1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO
EXISTING TOWN/STATE AND PRIVATE ROADS (USED FOR CONSTRUCTION
ACCESS) FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY
REMOVED BY THE CONTRACTOR.
2. MAINTAIN THE GRAVEL PAD (CONSTRUCTION ENTRANCE/EXIT) IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH
2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC AND PRIVATE (USED FOR CONSTRUCTION ACCESS) ROADWAYS.
3. INSPECT SEDIMENT FENCES (SILT FENCE) AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS ONCE
ACCUMULATION HAS REACHED HALF OF THE HEIGHT OF THE SILT FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
4. INSPECT SILT FENCE OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(%2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE WIRE FENCE AND
HARDWARE CLOTH OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH OR HARDWARE CLOTH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
5. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE SIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
* INCLUDED FOR REFERENCE ONLY
NC DEQ REVIEW IN PROCESS
14. INSPECT SEDIMENT AND EROSION CONTROL DEVICES AT LEAST ONCE A
WEEK, AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN
A HALF-INCH (DURING A 24-HOUR PERIOD), TO INSURE THEY ARE
OPERATING PROPERLY AND IF MAINTENANCE IS NEEDED. TAKE
IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
15. INSTALL, MAINTAIN AND ADJUST E&SC MEASURES AS NEEDED DURING
DEMOLITION, CLEARING AND GRUBBING, AND THROUGHOUT THE LIFE
OF THE PROJECT AND UNTIL PERMANENT VEGETATION ON THE PROJECT
IS ESTABLISHED.
16. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION
OF ANY PHASE OF GRADING OR INACTIVITY ON THE SITE.
17. LIMIT DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END
OF THE WORK DAY. WORK SHOULD BE SCHEDULED TO BE COMPLETED
IN DRY CONDITIONS IN THE SAME DAY.
18. EXCAVATE AND REMOVE EXISTING ASPHALT TRAIL.
19. AT LOCATIONS WHERE STORM PIPING IS BEING REPLACED, ADJUST SILT
FENCE FOR PIPE REMOVAL.
20. REMOVE EXISTING STORM PIPE, AS INDICATED ON THE DRAWINGS. PIPES
SHALL BE REPLACED IN THE SAME DAY AS REMOVAL.
21. INSTALL NEW STORM PIPE (SAME SIZE, LENGTH, LOCATION AS EXISTING
PIPE REMOVED).
22. INSTALL DOWNSTREAM RIP RAP.
23. RE -ADJUST SILT FENCE TO ORIGINAL LOCATION.
24. INSTALL STONE BASE AND PAVE NEW ASPHALT TRAIL: INSTALL ANY
REMAINING SIDEWALKS.
25. SCHEDULE INSPECTION WITH NC DEQ EROSION CONTROL INSPECTOR AT
[phone] AND CITY OF RALEIGH INSPECTOR (RAPID RESPONSE
NUMBER [phone]). IF APPROVED BY BOTH NC DEQ AND CITY OF
RALEIGH, REMOVE REMAINING TEMPORARY EROSION CONTROL
MEASURES.
26. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED.
27. CALL THE CITY OF RALEIGH RAPID RESPONSE NUMBER [phone] TO
SCHEDULE STORMWATER FINAL INSPECTION.
28. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT
DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE
PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT deq.nc.gov/NCGO1 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (e -NOT). A $100 ANNUAL GENERAL PERMIT FEE
WILL BE CHARGED UNTIL THE e -NOT HAS BEEN FILLED OUT.
6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
7. INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS
FROM THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS,
AND MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A
VIGOROUS, HEALTHY CONDITION AT ALL TIMES. REPAIR JUTE NET AS NEEDED
TO ENSURE A GOOD STAND OF GRASS.
8. TEMPORARY SEEDING:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
9. PERMANENT SEEDING:
A. GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE
FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE
FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND
MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON,
IF POSSIBLE.
B. RESEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE
CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER.
RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER -SEED
THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE
TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
C. IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF
ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE.
D. FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT
USUALLY REQUIRES RE -FERTILIZATION IN THE SECOND GROWING
SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION
9TABLE 6.12B). USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES
GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING / ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
S=�1
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
� - 0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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COPYRIGHT© 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
PROJECT: SE18.085
ISSUE: Site Plan Review Submittal 1 03.28.2019
REVISIONS:
Plan Review 1 st Comments 1 07.25.2019
PROJ. MGR:
SHOULDERS, SIDE DITCHES, SLOPES
DRAWN BY:
(FOR SLOPES BETWEEN 2:1 AND 3:1)
DATE
TYPE
PLANTING RATE
EROSION CONTROL
10-20 LB/ACRE (SEED)
MARCH 1 -JUNE 1
CENTIPEDEGRASS
33 BU/ACRE (SPRIGS)
PANICUM VIRGATUM (SWITCHGRASS)
50 LBS./ACRE
MARCHI-JUNE1
AND
ADD TALL FESCUE
MARCH 1 -APRIL IS
OR
250 LBS./ACRE
ADD WEEPING LOVEGRASS
MARCH 1 -JUNE 30
OR
10 LBS./ACRE
MARCH 1 - JUNE 30
ADD HULLED COMMON BERMUDAGRASS
25 LBS./ACRE
***TALL FESCUE AND ***BROWNTOP MILLET
250 LBS./ACRE
JUNE 1 -SEPTEMBER 1
OR ***SORGHUM -SUDAN HYBRIDS
35 LBS./ACRE
30 LBS./ACRE
PANICUM VIRGATUM (SWITCHGRASS)
70 LBS./ACRE
SEPTEMBER 1 - MARCH 1
AND TALL FESCUE
120 LBS./ACRE
NOVEMBER 1 - MARCH 1
ADD ABRUZZI RYE
25 LBS./ACRE
SHOULDERS, SIDE DITCHES, SLOPES
(FOR SLOPES 3:1 AND FLATTER)
DATE
TYPE
PLANTING RATE
AUGUST 15 - NOVEMBER 1
TALL FESCUE
300 LBS./ACRE
NOVEMBER 1 - MARCH 1
TALL FESCUE AND ABRUZZI RYE
300 LBS./ACRE
MARCH 1 -APRIL 15
TALL FESCUE
300 LBS./ACRE
LB/ACRS (SEED)
MARCH 1 -JUNE 1
CENTIPEDEGRASS
33 B
33 BU/ACRE (SPRIGS)
APRIL 15 - JUNE 30
HULLED COMMON BERMUDAGRASS
25 LBS./ACRE
JULY 15 -AUGUST 15
TALL FESCUE AND ***BROWNTOP MILLET OR
35 LBS./ACRE
***SORGHUM -SUDAN HYBRIDS
11. GRADING MORE THAN 12,000 SF WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE CITY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
12. ALL SLOPES 4:1 OR STEEPER MUST BE SEEDED, MULCHED, AND STABILIZED
WITHIN 14 WORKING DAYS. SLOPES STEEPER THAN 3:1 MUST BE SEEDED,
MULCHED, AND STABILIZED WITHIN 7 WORKING DAYS. REFER TO EROSION
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
13. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
14. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
THAN 10' REQUIRE ADEQUATE TERRACING.
15. ON-SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS
RECEIVED FROM THE OWNER AND AN ON-SITE DEMOLITION LANDFILL
PERMIT IS RECEIVED FROM THE ZONING ADMINISTRATOR.
16. NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS.
17. DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
18. EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES
AVAILABLE.
19. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS.
20. SLOPES STEEPER THAN 3:1 SHALL BE PERMANENTLY SEEDED ACCORDING
TO GROUND STABILIZATION TABLE, THIS SHEET.
21. ANY NECESSARY DEWATERING SHALL BE DONE WITHIN LIMITS OF
DISTURBANCE AND THROUGH A SILT BAG TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
22. TO FACILITATE IN CLEANUP OF PAVED SURFACES, PROVIDE A LAYER OF
SAND, SCREENINGS OR FINES PRIOR TO PLACING ANY EXCAVATED
MATERIAL ON THESE SURFACES.
23. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF
STORMWATER TRACKING PERMIT AND ISSUANCE OF CERTIFICATE OF
OCCUPANCY. SITE MUST HAVE 100% GROWTH AND 80% DENSITY
(MOWABLE) IN ORDER TO PASS FINAL INSPECTION.
TEMPORARY SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS, LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL. (SEE ADMIXTURE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD
BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
ADMIXTURES
AGRICULTURAL LIMESTONE: MIN. 2 TONS PER ACRE (3 TONS PER ACRE IN CLAY
SOILS OR PER SOILS TEST)
FERTILIZER: 1,000 LBS PER ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS PER ACRE - 20% ANALYSIS
MULCH: 4,000 LBS PER ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 400 GALS PER ACRE
PERMANENT SEEDING SCHEDULE
SEE LANDSCAPE PLANS FOR PERMANENT GROUND COVER REQUIREMENTS.
CONSTRUCTION SEQUENCE:
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE
OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND
DISTURBING ACTIVITIES OCCUR.
2. OBTAIN A GRADING PERMIT FROM THE CITY OF RALEIGH.
3. CALL NCDEQ LAND QUALITY SECTION AT 919-791-4200 TO SCHEDULE
PRE -CONSTRUCTION MEETING AND FOR NOTIFICATION OF PROJECT
START UP.
4. INSTALL TREE PROTECTION FENCE AROUND ALL TREES TO BE PROTECTED
PER THE APPROVED PLANS.
5. CONTRACTOR TO KEEP A COPY OF THE RECORDED MAP WITH ALL
PROPOSED EASEMENTS SHOWN IN ACCORDANCE WITH CITY OF
RALEIGH STORMWATER REQUIREMENTS ON SITE AT ALL TIMES, AS
PROVIDED BY THE OWNER. FAILURE TO DO SO CAN RESULT IN
SHUTDOWN OF CONSTRUCTION UNTIL A FINAL MAP IS APPROVED AND
RECORDED.
6. THE FOLLOWING DOCUMENTATION SHALL BE KEPT ON-SITE AND
AVAILABLE FOR INSPECTIONS AT ALL TIMES DURING NORMAL BUSINESS
HOURS UNTIL THE PROJECT IS CLOSED OUT BY NC DEQ LAND QUALITY
SECTION OFFICE.
a. APPROVED E&SC PLAN
b. PLAN APPROVAL LETTER WITH ANY MODIFICATIONS OR
PERFORMANCE RESERVATIONS
c. 401 / 404 DOCUMENTATION, AS APPLICABLE
d. GENERAL PERMIT NCGO10000
e. CERTIFICATE OF COVERAGE (COC)
f. A MINIMUM OF THE PAST 30 DAYS OF SELF -INSPECTION REPORTS
7. CALL THE CITY OF RALEIGH (919-996-4115) TO INSPECT TREE PROTECTION
FENCE.
8. CALL THE CITY OF RALEIGH STORMWATER INSPECTIONS REGIONAL
COORDINATOR AT [phone] TO SCHEDULE A PRE -CONSTRUCTION
MEETING PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES.
9. A RAIN GAUGE WILL BE INSTALLED ON SITE.
10. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND INLET PROTECTION
(SILT SOCKS, YARD INLET, ROCK PIPE, ETC.) PER THE APPROVED PLANS.
11. INSTALL, SEED, MULCH, AND ANCHOR SILT FENCE, TEMPORARY
DIVERSION DITCHES, AS SHOWN ON THE APPROVED PLANS. CLEAR
ONLY THOSE AREAS NECESSARY TO INSTALL THESE MEASURES.
12. CALL CITY OF RALEIGH RAPID RESPONSE NUMBER [phone] TO
SCHEDULE A SITE INSPECTION PRIOR TO BEGINNING OTHER LAND
DISTURBING ACTIVITIES.
13. ONCE APPROVED (BY CITY OF RALEIGH), BEGIN DEMOLITION,
CLEARING, GRADING, AND CONSTRUCTION OF SITE ITEMS.
CONTRACTOR TO INSTALL SILT FENCE AND SILT FENCE OUTLETS ON
DOWNSTREAM SIDES OF ANY STOCKPILE MATERIAL. DISPOSAL OF ANY
EXCESS MATERIAL(S) TO BE TAKEN OFF SITE, SHALL BE DONE SO IN A
MANNER THAT MEETS THE CONDITIONS OF LOCAL, STATE AND FEDERAL
REGULATIONS.
EROSION CONTROL MAINTENANCE NOTES:
NPDES PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS
BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24
HOURS OF ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE
INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE
OF THE SOIL EROSION CONTROL DEVICES, AS WELL AS FURTHER MAINTENANCE
AS OUTLINED BELOW.
1. THROUGHOUT THE CONSTRUCTION PERIOD, ALL MUD/SILT TRACKED ONTO
EXISTING TOWN/STATE AND PRIVATE ROADS (USED FOR CONSTRUCTION
ACCESS) FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY
REMOVED BY THE CONTRACTOR.
2. MAINTAIN THE GRAVEL PAD (CONSTRUCTION ENTRANCE/EXIT) IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH
2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE
ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC AND PRIVATE (USED FOR CONSTRUCTION ACCESS) ROADWAYS.
3. INSPECT SEDIMENT FENCES (SILT FENCE) AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS ONCE
ACCUMULATION HAS REACHED HALF OF THE HEIGHT OF THE SILT FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
4. INSPECT SILT FENCE OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(%2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE WIRE FENCE AND
HARDWARE CLOTH OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH OR HARDWARE CLOTH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
5. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE SIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
* INCLUDED FOR REFERENCE ONLY
NC DEQ REVIEW IN PROCESS
14. INSPECT SEDIMENT AND EROSION CONTROL DEVICES AT LEAST ONCE A
WEEK, AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN
A HALF-INCH (DURING A 24-HOUR PERIOD), TO INSURE THEY ARE
OPERATING PROPERLY AND IF MAINTENANCE IS NEEDED. TAKE
IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE.
15. INSTALL, MAINTAIN AND ADJUST E&SC MEASURES AS NEEDED DURING
DEMOLITION, CLEARING AND GRUBBING, AND THROUGHOUT THE LIFE
OF THE PROJECT AND UNTIL PERMANENT VEGETATION ON THE PROJECT
IS ESTABLISHED.
16. STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION
OF ANY PHASE OF GRADING OR INACTIVITY ON THE SITE.
17. LIMIT DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END
OF THE WORK DAY. WORK SHOULD BE SCHEDULED TO BE COMPLETED
IN DRY CONDITIONS IN THE SAME DAY.
18. EXCAVATE AND REMOVE EXISTING ASPHALT TRAIL.
19. AT LOCATIONS WHERE STORM PIPING IS BEING REPLACED, ADJUST SILT
FENCE FOR PIPE REMOVAL.
20. REMOVE EXISTING STORM PIPE, AS INDICATED ON THE DRAWINGS. PIPES
SHALL BE REPLACED IN THE SAME DAY AS REMOVAL.
21. INSTALL NEW STORM PIPE (SAME SIZE, LENGTH, LOCATION AS EXISTING
PIPE REMOVED).
22. INSTALL DOWNSTREAM RIP RAP.
23. RE -ADJUST SILT FENCE TO ORIGINAL LOCATION.
24. INSTALL STONE BASE AND PAVE NEW ASPHALT TRAIL: INSTALL ANY
REMAINING SIDEWALKS.
25. SCHEDULE INSPECTION WITH NC DEQ EROSION CONTROL INSPECTOR AT
[phone] AND CITY OF RALEIGH INSPECTOR (RAPID RESPONSE
NUMBER [phone]). IF APPROVED BY BOTH NC DEQ AND CITY OF
RALEIGH, REMOVE REMAINING TEMPORARY EROSION CONTROL
MEASURES.
26. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHIN 14 DAYS AFTER FINAL GRADE IS REACHED.
27. CALL THE CITY OF RALEIGH RAPID RESPONSE NUMBER [phone] TO
SCHEDULE STORMWATER FINAL INSPECTION.
28. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT
DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE
PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT deq.nc.gov/NCGO1 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (e -NOT). A $100 ANNUAL GENERAL PERMIT FEE
WILL BE CHARGED UNTIL THE e -NOT HAS BEEN FILLED OUT.
6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE
TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
7. INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE
CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS
FROM THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS,
AND MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A
VIGOROUS, HEALTHY CONDITION AT ALL TIMES. REPAIR JUTE NET AS NEEDED
TO ENSURE A GOOD STAND OF GRASS.
8. TEMPORARY SEEDING:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
9. PERMANENT SEEDING:
A. GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE
FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE
FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND
MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON,
IF POSSIBLE.
B. RESEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE
CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER.
RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER -SEED
THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE
TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
C. IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF
ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE.
D. FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT
USUALLY REQUIRES RE -FERTILIZATION IN THE SECOND GROWING
SEASON. FINE TURF REQUIRES ANNUAL MAINTENANCE FERTILIZATION
9TABLE 6.12B). USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES
GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING / ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
S=�1
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
sepiinc.com
� - 0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
PROJECT: SE18.085
ISSUE: Site Plan Review Submittal 1 03.28.2019
REVISIONS:
Plan Review 1 st Comments 1 07.25.2019
PROJ. MGR:
I J. WESTMORELAND
DRAWN BY:
N.. CLING
CHECKED BY:
J. WESTMORELAND
EROSION CONTROL
NOTES
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AND SUFFICIENT TO KEEP
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NOTES:
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
ORANGE, UV RESISTANT DO NOT ENTER
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1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
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TOP OF SILT FENCE
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11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
MUST BE AT LEAST 1'
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< 3" - 4" STONE TO BE USED
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FRONT VIEW
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FRONT VIEW
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FILTER FABRIC,
AND HARDWARE
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LANGUAGE IN BOTH
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ENGLISH AND SPANISH,
AS SHOWN
NOTES:
MAX 2' APART MIN
2' INTO SOLID GROUND
40"
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
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NEW CONSTRUCTION
III
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3 WORKING DAYS
NOTE: FOR TREE PROTECTION ONLY
TREE PROTECTION' AREA
DO NOT ENTER
T
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EXISTING ROADWAY
35' MIN. 15'MIN.
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2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
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3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
021
16"MIN
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LIFE OF FENCING: 6-9 MONTHS
ENGLISH AND SPANISH,
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GRADED SLOPES GREATER THAN MIN HEIGHT.
TREE PROTECTION AREA
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LINE WIRES
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INTERMEDIATE
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DO NOT ENTER
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INSTALLED TO SECOND
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
GRADE
60;
(SEE DETAIL TPP -U2 FOR EXAMPLES)
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
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10 .0 PLASTIC LINING _\SANDBAG
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18" WATTLE
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STAKE
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WITH TWO STAKES
Parks, Recreation and Cultural
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10' MINIMUM
Resources
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David Bender, Greenway
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Capital Projects Manager
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222 W. Hargett Street
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Raleigh, NC 27601
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ISOMETRIC VIEW
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
DATE
PROJECT:
SE18.085
DISTURBED AREA
LAG SCREWS ::CONCRETEI'�
STAPLE SECTION B -B
DETAIL NOT TO SCALE
ISSUE:
Site Plan Review Submittal
03.28.2019
R.
WASHOUT I I
WOOD OR
D SECTION A -A
METAL STAKES
(2 PER BAUE)
SITE PERMIT REVIEW APPROVAL
NOTES: FIIIerNenkel
NOTES:
POST
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1.AFILTERBLANKET OR FILTER FABRIC SHOULD BE
1. USE MINIMUM 18 IN. NOMINAL
DIAMETER EXCELSIOR WATTLE AND LENGTH OF 18 Fr.
13
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
2. EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
L
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
3. DO NOT PLACE WATTLES ON TOE OF SLOPE.
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
4. USE 2 FT. WOODEN STAKES WITH A 21N. BY 21N. NOMINAL CROSS SECTION.
VARIES
H
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
REVISIONS:
Site Plan Review 1 st Comments
07.25.2019
5. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
CONCRETE WASHOUT
SIGN DETAIL
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
6. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
(OR EQUIVALENT)
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
7. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
10.11 PLASTIC LINING RAW BALE
PLAN (TMP)
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
B. FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 20 FT.
NOTES:
NOT TO SCALE
RULES AND REGULATIONS.
RIP -RAP OUTLET DISSIPATOR
WATTLE BARRIER DETAILS
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
TYPE "ABOVE GRADE"
WITH STRAW BALES
INCLUDED FOR REFERENCE ONLY
N.T.S.
N.T.S.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
TRANSPORTATION FIELD SERVICES
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
NC DEQ REVIEW IN PROCESS
LAKE LYNN GREEN WAY
LAKE LYNN GREEN WAY
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
CITY OF RALEIGH
PUBLIC UTILITIES
PROJ. MGR:
J. WESTMORELAND
SEPI
RALEIGH, NC
SEPI
RALEIGH, NC
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
STANDARD DETAIL
REVISIONS DATE 8/1/18 NOTTOSCALE
STORMWATER
DRAWN BY:
N. YOUNG
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
CHECKED BY:
J. WESTMORELAND
ENGINEE RING & JULY 18, 2019
ENGINEERING & JULY 18, 2019
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
C 0 IN S T R U C T 1 0 N
PRELIMINARY - DO NOT
C 0 N S T R U C T 1 0 N
PRELIMINARY
- DO NOT
CONCRETE WASHOUT
PLANNING /ZONING
COPYRIGHT© 2111
SEIIY�'N ENGINEERING CONSTRUGTION,INC
. IN.&
USE FOR CONSTRUCTION
&CO NSTRUCTIMJNC
USE FOR CONSTRUCTION
5. MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS
UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
EROSION CONTROL
SW -20.25
FIRE
URBAN FORESTRY
DETAILS
SITE ACCESSIBILITY
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DEMOLITION NOTES:
LEGEND:
J \ - 1. WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
" - EXISTING PROPERTY LINE
�
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL REGULATIONS. THE MOST STRINGENT
- - - - - - - - - - - - - - - - EXISTING GREENWAY EASEMENT
i SHALL GOVERN.
- - - - - - - - - - - - - - - - EXISTING UTILITY EASEMENT
1 /
� r \/ L/ / - 2. ANY DISCREPANCIES FOUND BETWEEN THESE DRAWINGS AND
-------------- EXISTING CONTOUR
--------------------- EXISTING STORM DRAINAGE PIPE
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
- -� RAY ROAD/ / / SPECIFICATIONS AND SITE CONDITIONS, OR ANY INCONSISTENCIES OR
AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS, SHALL BE IMMEDIATELY
PRIMARY PARK ' REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS
/ /
Lo Lo LI LI -LD PROPOSED LIMITS OF DISTURBANCE
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PHONE [phone]
/ SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY,
-IF PROPOSED SILT FENCE
j ENTRAN C /' / WITHOUTTO CONTACT THE DESIGN ENGINEER, WILL BE DONE AT
PROPOSED TREE PROTECTION FENCE
5030 NEW CENTRPHONE UII WILMINGTON, NC 28403
/ E CONTRACTOR'S RI
-
3. MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE
/
= -.P -.= -. _ _ - =
TEMPORARY CONSTRUCTION
ACCESS ROUTE
910.5
3644 PUNGO CREEK RD. 1 PINETOWN, NC 278653
RESPONSIBILITY OF THE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY
AS A GENERAL GUIDE AND IN NO WAY LIMITS THE SITE CONTRACTOR FROM
TEMPORARY CONSTRUCTION
ENTRANCE
PHONE [phone]
MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH NCDOT
,� / / � /' / STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, OR
/ AS DIRECTED BY THE LOCAL MUNICIPALITY.
TEMPORARY LAYDOWN AREA
sepiinc.com
--,.` 4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND
ENCROACHMENTS. CROSS CHECK SPECIAL PROVISIONS WITH PLANS.
EXISTING ASPHALT TRAIL TO BE REMOVED-
(APPROX. LOCATION BASED ON G.I.S.
MAPPING)
L
J �
MAINTAIN A COPY OF ALL PERMITS ON SITE. CONTACT LOCAL DISTRICT
- 0 3 WORKING DAYS
BEFORE YOU DIG
j _ _ _ \ / / / / / _ i , , ENGINEER 919 733-3213 24 HOURS BEFORE PLACING ANY CURB AND
` � \ \ \ \\ \ \� / /r \ / � , / ( )
/ _ GUTTER WITHIN NCDOT RIGHT-OF-WAY.
PROPOSED ASPHALT TRAIL
(APPROX. LOCATION BASED ON G.I.S.GS
\
/ FORrHELocnnoNOF
- UNDERGROUND FAcwrlEs
MAPPING)
Know what's below.
5. CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO
REMOVAL OF EXISTING STRUCTURES/UTILITIES.
PROPOSED CONRETE
Call before you Cil
Y g
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
6. SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE
CLEAN-UP OF LITTER AND REFUSE GENERATED BY HIMSELF AND
SUBCONTRACTORS. THE CLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON
C TRAIL SEGMENT IDENTIFIER
O
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
A REGULAR BASIS, AND SHALL INCLUDE INITIATING ACTION AND ASSUMING
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
ANY COST IN REMEDYING THE SITUATION. ALL REFUSE AND DEBRIS SHALL BE
/ \\` / / \ /
/ \ ) / / / / DISPOSED OF LAWFULLY AT AN OFF-SITE LOCATION.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
7. ALL INDIVIDUAL TREES SHOWN ON THESE PLANS TO BE REMOVED, INCLUDING
/ / / / / CLEARING AND GRUBBING. THIS PLAN DEPICTS TREES >4" D.B.H. SMALLER
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED EI ASSUME ANY RESPONSIBILITY FOR
/ / / / / TREES WITHIN 4 FEET OF THE TRAIL EDGE SHALL ALSO BE REMOVED,
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
INCLUDING CLEARING AND GRUBBING.
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
8. ADDITIONAL TREES MAY NEED TO BE REMOVED BASED UPON CITY OF
r ) J / / / ♦ / / /
/ _ /
,
LOCATOR ------_---/' -- ' A\ 1 ( / �/ \ �' / 1
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SITE NOTES:
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1. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
=`i :� 1191 7
J _ _ _ _ \ \ / / / / / J I / / / ♦ / / / / i
/ \ / / / / '
THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
__:
'# �• _\
- \ / / _ _ _ - / ♦/ /
IF -
LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
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2. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
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REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
\ \ ` - - I \ ///' / / / / '`j/�S� / /♦
REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE
_
ALLOWED WITHOUT APPROVAL BY THE OWNER OR ENGINEER.
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3. NO CONSTRUCTION VEHICLES, EQUIPMENT OR MATERIALS ARE PERMITTED ON BOARDWALKS.4.
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THE CITY IS RESPONSIBLE FOR OBTAINING ACCESS/ENCROACHMENT
_IN 482 �: Z
\ ` / / / / ♦
/
AGREEMENTS WITH ADJOINING PROPERTY OWNERS FOR THIS PROJECT.
_
- / / /
CONTRACTORS SHALL VERIFY WITH THE CITY THAT THESE AGREEMENTS ARE IN
\
PLACE PRIOR TO STARTING WORK ON ANY PROPERTY NOT OWNED BY THE.,••••�,.•'�
CITY OF RALEIGH.
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/
/////'11111 l 11 l lll���"�P
5. PRIOR TO BEGINNING ANY WORK OR ESTABLISHING CONSTRUCTION ACCESS
FOR THE PROJECT THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH
PROJECT MANAGER TO COORDINATE ALL ACTIVITIES FOR ACCESS.
COPYRIGHT @ 2019
N/F I I J I
/
SEPI ENGINEERING & CONSTRUCTION, INC
CITY OFR LEIGH I I
7 B-4-RC�.,29q I /
\
6. TEMPORARY CONSTRUCTION ACCESS AUTHORIZATION HAS BEEN IDENTIFIED
AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
B.M. 2 9, PG. 1182 -- /
s8 B.M. 992, PG. 12491 I I
COST TO CONTRACTOR.
/
I \ \ 1 / / / / / ` \ . B. . 1991, PG. 941
,
SS / / / / / il 1987, 981 55 \ \
\ \ I \ I PIN: 0787981355 /
7. ANY SEWER MANHOLES LOCATED IN THE ASPHALT WILL REQUIRE
ADJUSTMENT TO FINISHED GRADE.
City o f Raleigh
8. EXISTING STORM DRAINAGE PIPE UNDER THE TRAIL WILL BE REPLACED IN-KIND
(SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
MATERIAL. NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
Lake Lynn
\ LAKE LYNN
EVALUATE PIPE SIZE REQUIREMENTS.
Greenway
\ COMMUNITY _ _
\ 1� \ i / /' - a I m� ° o / I , i� _ -� //°-1 /�� j
CENTER '/\�
9. CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
BEING REPLACED UNDER THE TRAIL. WITHIN THE FLOOD POOL (ELEV. 349),
Repaving
SS / _ - / / a - m I / / / f/ _ /� ��>
CONSTRUCTIO ACCESS \ ,INV. - 355.48' I / // / /
\ // /���j I (
FILL MAY NOT BE IMPORTED TO ACHIEVE ADEQUATE COVER. IN THIS CASE,
EITHER THE PIPE SHALL BE LOWERED OR EARTH FILL SHALL BE CUT FROM AN
ROUTE FOR SEGM NT A & B i / / /
/ /� ` \
ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
POSITIVE SURFACE DRAINAGE. THIS WILL HAVE TO BE EVALUATED IN THE FIELD
CONSTRUCTION LAYDOWN
A PROX. ±230 SF)
ON A CASE-BY-CASE BASIS.
� l' �' _��
BEGIN ASPHALT TRAIL 'V4 _ 1% � �' //� �'
City of Raleigh
Parks, Recreation Cultural
....
N/F Station= 10+00.00 /
and
CITY OF RALEIGH INV. = 352.25' - - - i\�� a / / �� / f \%J
D.B. 4076, PG. 298 `�(
�
Resources
B.M. 2009, PG. 1182 FES // ' EX. 50' . . ... _. . .
\ \ B.M. 1992, PG. 1249 LIMITS OF - _ , NRRB (TYP�� I /
:.`.:
\ \ B.M. 1991, PG. 941 DISTURBANCE ' \ �'�_ ✓g�
�j
/'
/ 10+50.00 \ / WE ANDS (TYR.). �J
\ \ \ B.M. 1987, PG. 1304 ' / �' /. /
/ (TYP.) /
` \ //
\ \ PIN:0787981355 / / / �� _ ` EX..TREI�CONSEI2 ATLO.N. // / /
\ \ ZONING: R-4�. -
\ - -�� �/_�- �rYP_>'• //// /,'
Client Contact
David Bender, Greenway
EX. FLOOD POOL I ':_ _ _ % // / / /
I �
ELEVATION 349 � /'// / - �I - -_� -_�y_- - y--- _.�. /,//// �/ /�
Capital Projects Manager
p J g
>:;`;: IN .-.3 4.48' _ /�
- - / PER WAKE COUNTY /
222 W. Hargett Street
I EX. TREE I NLY - -y>- • • • • • • �, //,//, /N� /
CONSERVATION AREA / / - - .L - - I o 11+OQ.OQ . .-.-.-. - - - - - - J. - - - - - - - /�j / /EV,'�t � gETT h00o
Raleigh, NC 27601
919-996-4798
.EX WETL DS ./. / / _-r . `, . / /// / / ,'WJF'E ERIN �V, EP
/ / ,:;>; ►! �. _ ; / /
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INV. =34 . �/ / / / // // // / / <
340.' INV. = 340 �'� EX. GSL TRAIL
� � / /
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
DATE
PROJECT:
SE18.085
KV.
rN.v. = 340.1➢' // / U � - O REMAIN /' / / / , / / /
/EX.
ISSUE:
Site Plan Review Submittal
03.28.2019
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
STO M PIPES, ( I j /� /' / /� / // /� /- T
12+00.00 y
T REMAIN
EX. 50 NRRB (TYP / / _ l / ld/F /
J6H�N TI-1.OM,< FIS1/-IER &
/ / / /
/ VI/IF JC�Y HLADVE�' FISHI4R
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
ID .4921, PIG 009/
N/F / / /'\ IB. 1 9, FIG. 12 6
/
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
/ �' / / j ' LLA JUKE & �' \ \PIN:O 87967747
o^� ;'' / �� / /' / WIFE ANN�KAWELL LUKE i ' � I �'(JNINGI R-4 / ,
EX. 50' NRRB (T1YP. a / \ /
\ /'�•B• 623�PG_312- \ \ I / ,
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OW NER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
REVISIONS:
Site Plan Review 1st Comments
07.25.2019
I (
/ , B.tX1989,,PG. 1296 ` - \ J
_ X. ASPHALT TR L / I
/ \ \ TQ BE REMOVED / / / ONI G_R-4 I I I J I /
J -
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
.:r` //
X. STORM PIPE, ( :_ /�,/ G CONSTRUCT NEW ] O\V DE / / / ( I \ \ \ \ \
RULES AND REGULATIONS.
` -
TO REMAIN „.:. f i{ /ASPHALT TRAIL IN SAME
- ;>�.:,'./ 130-.00 I
EX. RIP RAP, o R INV_=3 .71' \, I /LOCATION, SEE DETAILS S EET C4.0 i� / �' / / /�� \` J J /I // /I l _
/
TRANSPORTATION FIELD SERVICES
TO REMAIN
r
PUBLIC UTILITIES
PROJ. MGR:
J. WESTMORELAND
N/F % � I ' / / /
/THOMAS DA'GI RI EIi / '` 41
+50.0 / / IRENE'6O 'SEH /� / / /
D.B�3�6 G.9o2/' I I / \
STORMWATER
PLANNING /ZONING
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
TRAIL CONSTRUCTION
l �/� � ``` ,i_ .._.. .}989, P . 16 /
//� 12" GUM /iii/ ' ,Y'.- '75-47 I // // \ PRELIMINARY - NOT FOR CONSTRUCTION
i
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FIRE
URBAN FORESTRY
AR o , 15" GUM / / /
,, / ` _ _ �✓ 0.00 / , / ,' ,' / I ,' lJ
---M At INE SHEET X3.1 Ci -6 /< / I /
PLAN FOCUS AREA 1
I" C -/ ; // // / / / / I / 50' 25' 0 50'
SITE ACCESSIBILITY
C3. I
MAT LINE SHEET C-3 / 14+50.00 / /j / /, / / / F SCALE: 1"=50' NORTH
III/ / / / P ILLIP QNTN ALK ER / /-Z/

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( ///// //
LEGEND:
_ -- _ - -
EXISTING PROPERTY LINE
j / ' MAT, INE SHEET / 3. / / / /\ / CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, THE NORTH CAROLINA
J GUM / / /// / / / / / EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
//
\
- - - - - - - - - - - - - - - - EXISTING GREENWAY EASEMENT
�/ �r / / / / / EROSION AND SEDIMENT CONTROL REGULATIONS. THE MOST STRINGENT
SHALL GOVERN.
_ - - - - - - - - - - - - - - - EXISTING UTILITY EASEMENT
Ifl1 MAT LINE SHEET C-3 / 1 'GUM
14+50.00 / /j/ / /
PHILLALKER 2. ANY DISCREPANCIES FOUND BETWEEN THESE DRAWINGS AND
WIFEE WALE SPECIFICATIONS AND SITE CONDITIONS, OR ANY INCONSISTENCIES OR
-------------- EXISTING CONTOUR
--------------------- EXISTING STORM DRAINAGE PIPE///IO
1 GLENWOODAVE,SUITE600 1 RALEIGH, NC 27603
PHONE [phone]
21 d AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS, SHALL BE IMMEDIATELY
#B�
9 MAPLE /Iq. 12 REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS
Lo Lo LI LI Lo Lo PROPOSED LIMITS OF DISTURBANCE
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
PdFLAR
-/ �/ I I757 1 SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY, R-4
_IF_IF_IF_IF_IF_IF_PROPOSED SILT FENCE
PHONE [phone]
( WITHOUT ATTEMPTING TO CONTACT THE DESIGN ENGINEER, WILL BE DONE AT
( o /j / / / THE CONTRACTOR'S RISK.
15+00.00 /
I
.P.P.P.P.P.P PROPOSED TREE PROTECTION FENCE
���������������� TEMPORARY CONSTRUCTION
5030 NEW CENTRE DR., SUITE B 1 WILMINGTON, NC 28403
PHONE [phone]
/ / / ` / \ \
N/F \ 12" PIN / / / F 3. MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE
�W KE COU TY I ' / // / / / / / \ I I RESPONSIBILITY OF THE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY
/ - /
ACCESS ROUTE
TEMPORARY CONSTRUCTION
3644 PUNGO CREEK RD. I PINETOWN, NC 278653
PHONE [phone]
1 JO N C. A�ARTY & i
�0 O D.B 2394, PG. 64 / // / / / �� / / AS A GENERAL GUIDE AND IN NO WAY LIMITS THE SITE CONTRACTOR FROM
1PG0' I / / /WIF/F TIvEY E�CL�R /
B.M 1987, PG) 92 0 // / / / g 1y68 1 / / MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH NCDOT
PIII,: 07879 5 8 / / / // / g 198A,AG. q� �� STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, OR
ENTRANCE
TEMPORARY LAYDOWN AREA
sepiinc.com
O P / / i / // AS DIRECTED BY THE LOCAL MUNICIPALITY.
/ / - /
ONIN R-41/5
50. / / / JN 077 3-
� / / / /
1 6 / /) / / / / / / �OIVING' -4 / ^ / 4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
IPE r / /\ / - / _ -
NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND
/ ENCROACHMENTS. CROSS CHECK SPECIAL PROVISIONS WITH PLANS.
EX. OF TRAIL
EXISTING ASPHALT TRAIL TO BE REMOVED
MAPPING) (APPROX. LOCATION BASED ON G.I.S.
�_ -
1L L
3 WORKING DAYS
MAINTAIN A COPY OF ALL PERMITS ON SITE. CONTACT LOCAL DISTRICT
N/ENGINEER [phone] 24 HOURS BEFORE PLACING ANY CURB AND �z
PROPOSED ASPHALT TRAIL
(APPROX. LOCATION BASED ON G.I.S.
\ BEFORE YOU DIG
FOR THE LOCATION OF
/160 0/ YCH/EL J. & / / GUTTER WITHIN NCDOT RIGHT-OF-WAY.
�/ / / / /rLI BE_A R. GAON \
\ / B.1989, , VG. / '� - J \ 5. CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO
EX. TRAIL TO BE / / i / /
MAPPING)
PROPOSED CONRETE
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
M/1989/PG. 296 / / REMOVAL OF EXISTING STRUCTURES/UTILITIES.
i� EMOVED // / //
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THEOWNERORITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
o/ / / �N: 79 463 / /
Z : R-4 / 6. SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE
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O TRAIL SEGMENT IDENTIFIER
��� �• :: o / CONSTRUCT NE10/WIDE / / CLEAN-UP OF LITTER AND REFUSE GENERATED BY HIMSELF AND
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EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
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\ / / 6+5�p� ASPHALT TRA IN S E / / / / SUBCONTRACTORS. THE CLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON
X4.0 / / A REGULAR BASIS, AND SHALL INCLUDE INITIATING ACTION AND ASSUMING
- of
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
LOCATION, SEE TAIL /
/ ANY COST IN REMEDYING THE SITUATION. ALL REFUSE AND DEBRIS SHALL BE
f / 17" INE / ^., : // / / / / MI H L K & / / \ / / - / DISPOSED OF LAWFULLY AT AN OFF-SITE LOCATION.
2Y PIf�E/ / / / /B qR ARA/H. /\ / / /
/ // / / / / / / Q" 7. ALL INDIVIDUAL TREES SHOWN ON THESE PLANS TO BE REMOVED, INCLUDING
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
17+00.00 / / / 61.52 04, F/G. 3y� 8 / / / // / CLEARING AND GRUBBING. THIS PLAN DEPICTS TREES >4" D.B.H. SMALLER
° / / / B. 1 �89„ PG. 129 \ /
/
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
// TREES WITHIN 4 FEET OF THE TRAIL EDGE SHALL ALSO BE REMOVED,
/PINE 071 7972196 / / INCLUDING CLEARING AND GRUBBING.
�----� 1 PINI>/ / / // / / / / 8. ADDITIONAL TREES MAY NEED TO BE REMOVED BASED UPON CITY OF
/ // /
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
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CITY OF RA GH 17+50.0// 7/
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LOCATOR / D.B. 428 G."93'3 l Y PQPL9cf� / / / / / / /
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PIN' �&49 0^ 18 �M// ///%/ / EX. FLOOD POOH // / / \
/ / /
SITE NOTES:
/
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/ ELEVATION 349
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/ /!! J. 60LXY JV & / / 7 \ / / /
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1. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
:�
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/ 22" G M / ° / D'IA E H/DAVGH7RY/ / / /
4759, f G. }38 / //
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THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITYD/B.
LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY
14" P NE
/P IN:(078�972167 I1
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1 VB EC /i / / / % I I I / /
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OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
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REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
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REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE
/ X32 p I Af�
/O / / I I I I I / / / / I
I
ALLOWED WITHOUT APPROVAL BY THE OWNER OR ENGINEER.
/� ) I 1 I / /
3. NO CONSTRUCTION VEHICLES, EQUIPMENT OR MATERIALS ARE PERMITTED
r9
19+00.00 / ( / I I I I I I
ON BOARDWALKS.
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N/F I
I Mf\TTHEW K. LYNN/& I
(2�" PINE T�IERESA�LYNN I I
\ I I
4. THE CITY IS RESPONSIBLE FOR OBTAINING ACCESS/ENCROACHMENT
AGREEMENTS WITH ADJOINING PROPERTY OWNERS FOR THIS PROJECT.
CONTRACTORS SHALL VERIFY WITH THE CITY THAT THESE AGREEMENTS ARE IN
= -
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I
PLACE PRIOR TO STARTING WORK ON ANY PROPERTY NOT OWNED BY THE
tiF '�:;•••�� :�'� J`��\;
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CITY OF RALEIGH.
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\ \ \ EX. PROPERTY LINE (
5. PRIOR TO BEGINNING ANY WORK OR ESTABLISHING CONSTRUCTION ACCESS
FOR THE PROJECT THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH
COPYRIGHT @ 2019
PROJECT MANAGER TO COORDINATE ALL ACTIVITIES FOR ACCESS.
\�0\00
I
SEPI ENGINEERING &CONSTRUCTION, INC
J \ \ I I - - I-
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b. TEMPORARY CONSTRUCTION ACCESS AUTHORIZATION HAS BEEN IDENTIFIED
AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
COST CONTRACTOR.
IN/F
TO
I \ \ \ \ \ I I I \
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\ \ \ \ \ \ SH�RG GOODS�N II I I I I \ II I I \
7. ANY SEWER MANHOLES LOCATED IN THE ASPHALT WILL REQUIRE
ADJUSTMENT TO FINISHED GRADE.
City of Raleigh
\
\ \ \ \ \ D\B.568Q PG25 I I I
2050. 0\\ I I
8. EXISTING STORM DRAINAGE PIPE UNDER THE TRAIL WILL BE REPLACED IN-KIND
g.4. 1992, PG.\ 16 \
22" U \ \ PIN: 078b9720 7 \ I I I \
\ \ \ \ I
(SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
Lake Lynn
\ \ ZF�NIN: R-4� \ I I
�" I\ E
MATERIAL. NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
EVALUATE PIPE SIZE REQUIREMENTS.
\ \ \ \ ( \
\� /-
Greenway
\ \ I / /
I21+00.00 I \ \ \ \ I I _ I I ( / \
CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
9. BEING REPLACED UNDER THE TRAIL. WITHIN THE FLOOD POOL (ELEV. 349),
•
\ , , I \
FILL MAY NOT BE IMPORTED TO ACHIEVE ADEQUATE COVER. IN THIS CASE,
Repaving
I / \
\I \\ II \\ \\
EITHER THE PIPE SHALL BE LOWERED OR EARTH FILL SHALL BE CUT FROM AN
LAKE LYNN I I X. 50' NRR (TYP.) \ I \ I I I
ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
POSITIVE SURFACE DRAINAGE. THIS WILL HAVE TO BE EVALUATED IN THE FIELD
/ \
1\
ON A CASE-BY-CASE BASIS.
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PIN:07$796�98
City of Raleigh
\ \ II \ (ZONING: 4 \ I i �/ ( \`
END ASPHALT TRAIL \ I \ I \ lI \ I I \ / I I \ ) \ \\
IN CONCRETE TRANSITION \ 1
Parks, Recreation and Cultural
Resources
Station=22+41(4CHW I o �2+0@.00
111"PINIE I \ I� I ' \ , /A/ \ \ ( \
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END CONCRETE TRANSITION I
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Station =22+50.1 9 21" PINE I '� I \ \ I \ \ \ \ `
Client Contact
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OARDWALK TRANSITION, I
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David Bender, Greenway
2�+5o.bo I
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SEE DETAIL 4/C4.0 22 +50.19 \^1 \ \
X. BOARDWALK (TYP.) "PDBL IINEM P I I Yv�i�,\TrCH IN S LT/ - .2\\ \\ \ \
14" PIN % \ \ \ \ \ 1/ i \ \ \ \ \
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Capital Projects Manager
222 W . Hargett Street
HW 7.. PINE + 1,4APL€ ` \ T \ \ \ \
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Raleigh, NC 27601
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919-996-4798
/ 20" PINE / EX. FOOTPATH TO 8E US'ED FOR \ \ \ \ \ \
9,, PI �18"PINE CONSTRUCTION ESS TO NEXT \ \ \\ \ _\ \\
10" PI E 22" PINE TRAIL SECTION I \ \ \ \\ \ \ \
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[e-mail]
DATE
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18° Pw� \ \ \
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
\ \ \ /�
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
PROJECT:
SE18.085
I / I 14" PINE \ I I / / / / /
ISSUE:
Site Plan Review Submittal
03.28.2019
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
REVISIONS:
Site Plan Review 1st Comments
07.25.2019
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
PROJ. MGR:
J. WESTMORELAND
STORMWATER
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
PRELIMINARY - NOT FOR CONSTRUCTION
PLANNING / ZONING
TRAIL CONSTRUCTION
FIRE
SEGMENT A
50' 25' 0 50'
URBAN FORESTRY
SITE ACCESSIBILITY
C3,02
SCALE: 1"=50' NORTH

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DEMOLITION NOTES:
LEGEND:
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BE IN CONCRETI TRANSITI N / / I
St�rtion=23+OO.00i I \ \
1. WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
_ _ _ _ _ _
EXISTING PROPERTY LINE
- - - - - - - - - - - - - - - - EXISTING GREENWAY EASEMENT
\ -
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/ /' 1 /
8" P E \ M, T H LI N E /S H, E�f - �' / \ \ ( �-
23' INE / / I / \ (
EROSION AND SEDIMENT CONTROL REGULATIONS. THE MOST STRINGENT
SHALL GOVERN.
_ - - - - - - - - - - - - - - - EXISTING UTILITY EASEMENT
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23-00 T//40M-✓/II� �Tr�/ T /' \\ \ I \ I
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2. ANY DISCREPANCIES FOUND BETWEEN THESE DRAWINGS AND
-------------- EXISTING CONTOUR
---------------------EXISTING STORM DRAINAGE PIPE
1 GLENWOOD AVE, SUITE 600 I RALEIGH, NC 27603
PHONE [phone]
/ I \ \ /
0" GUM / / / / / \
SPECIFICATIONS AND SITE CONDITIONS, OR ANY INCONSISTENCIES OR
_-L1 / / / / YI, I / \ \
I END CON�RETETR?<NSITI N/ // / / I I I I \\ \ /
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AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS, SHALL BE IMMEDIATELY
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS
o o o o o o PROPOSED LIMITS OF DISTURBANCE
11020 DAVID TAYLOR DR., SUITE 115 I CHARLOTTE, NC 28262
PHONE [phone]
BEGIN ASPHAI.?fRAIL / Uj I \ \ \ (
/ / / / I I
�
SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY,
_sF-IF-sF-sF-sF-sF_ PROPOSED SILT FENCE
BOARDWAL RANSITION,
S�.ation=23,+10.00 // / I \ \ \ \\ \
' -
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WITHOUT ATTEMPTING TO CONTACT THE DESIGN ENGINEER, WILL BE DONE AT
.P.P.P.P,P.P PROPOSED TREE PROTECTION FENCE
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
SEE DET ILS SHEF,T�C-4.0
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23+50.00 // / / I I I I \ \
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THE CONTRACTOR'S RISK.
_ - - - - - - - - - - - - - - _ TEMPORARY CONSTRUCTION
PHONE [phone]
I \ /' �'
II
/ / / / I I I I \ \ \ \ \ / \
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3. MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE
RESPONSIBILITY OF THE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY
ACCESS ROUTE
TEMPORARY CONSTRUCTION
3644 PUNGO CREEK RD. I PINETOW N, NC 278653
PHONE [phone]
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,�Y,/
' / ' I I I \
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AS A GENERAL GUIDE AND IN NO WAY LIMITS THE SITE CONTRACTOR FROM
MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH NCDOT
ENTRANCE
sepiinc.com
\
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. EDG OF TRAfL I ;
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STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, OR
AS DIRECTED BY THE LOCAL MUNICIPALITY.
TEMPORARY LAYDOWN AREA
EXISTING ASPHALT TRAIL TO BE REMOVED
-
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/
-
24+00.00 FLOOD POQL, I I I ( I /
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22"POPLAR ``( ELEVATION 349 I I
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4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND
(APPROX. LOCATION BASED ON G.I.S.�
MAPPING)
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ENCROACHMENTS. CROSS CHECK SPECIAL PROVISIONS WITH PLANS.
MAINTAIN A COPY OF ALL PERMITS ON SITE. CONTACT LOCAL DISTRICT
P ROPOSED ASPHALT TRAIL
;�,') I_-_ 3 WORKING DAYS
_` BEFORE YOU DIG
1
E . TRAI TO BE REMOVED <.:<
/ /
/ � �� � � � / \
I
2 1�3 PINE - / \
/ ADJACENT PROPFRTY / / / J
ENGINEER [phone] 24 HOURS BEFORE PLACING ANY CURB AND''
GUTTER WITHIN NCDOT RIGHT-OF-WAY.
(APPROX. LOCATION BASED ON G.I.S.
MAPPING)
FOR THE LocnnoNOF
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t
C STNEW 10' WIDE
PHA TTRAIL IN SAME
24+50.00 / 1
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5. CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO
PROPOSED CONRETE
Know what's
Call before you dig.
CAT N, SEE DETAILS
✓ \REMOVAL
I - / \ I I
I
OF EXISTING STRUCTURES/UTILITIES.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
(
)-•
SHEEETC-4.0
I
/ I / I
/ I / / I I
I I /
6. SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE
CLEAN-UP OF LITTER AND REFUSE GENERATED BY HIMSELF AND
O TRAIL SEGMENT IDENTIFIER
I
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNERORITSREPRESENTATIVE.THECONTRACTORSHALLDETERMINETHE
/ I X
I
SUBCONTRACTORS. THE CLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
1
I I
25+00.00 I G N/F r /
I \ \ I �
A REGULAR BASIS, AND SHALL INCLUDE INITIATING ACTION AND ASSUMING
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
WAKE COUNTY \
I I I i I
D.B. 2394, PG. 664 \
PIN: 0787962702 I I I I \ I I
ANY COST IN REMEDYING THE SITUATION. ALL REFUSE AND DEBRIS SHALL BE
DISPOSED OF LAWFULLY AT AN OFF-SITE LOCATION.
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
I
I
/�- \ I \ - \ I I
I �
7. ALL INDIVIDUAL TREES SHOWN ON THESE PLANS TO BE REMOVED, INCLUDING
CLEARING AND GRUBBING. THIS PLAN DEPICTS TREES >4" D.B.H. SMALLER
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
J
1
\ \ Il 5" PINE =
11" HICKOR'Y / / / \ I
\ \
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TREES WITHIN 4 FEET OF THE TRAIL EDGE SHALL ALSO BE REMOVED,
INCLUDING CLEARING AND GRUBBING.
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
25+5b.00 I _ SS __ ^_ \ \ I
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
I
1, \ I
21" PINE
8. ADDITIONAL TREES MAY NEED TO BE REMOVED BASED UPON CITY OF
I
1
LOCATOR
11
SITE NOTES:
��PHDS�q Fey
\ \
\ \ \ I
\ \ \ 1 I
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26+Oi.00 0I _ - - _
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\
1 . EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION
AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
!w "�
= i 1191 =:
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:;. I I EX. 40' SANITAR EWER I
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LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY��pp��;�
OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
?G"'F "••.....�•• ��
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+
26+50.00 i \ \
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2. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
' W E S 1 \FFF 07.25.19
nnn
REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE
16 P\OPLAR
ALLOWED WITHOUT APPROVAL BY THE OWNER OR ENGINEER.
04
I
�/F\ \ - ^ ` / / J \
\
3. NO CONSTRUCTION VEHICLES, EQUIPMENT OR MATERIALS ARE PERMITTED
'o�•
LAKE LYNN I \
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I
=' �?8° P N10 II (y -/ All_ OAT NAY LL*LC \ ( ( \ �) (/
\ - _
I I I I B. 16527,jPG. 75 \ I I� i
HICKORY I .. 194, FSG. 11 5 \
I \
ON BOARDWALKS.
4. THE CITY IS RESPONSIBLE FOR OBTAINING ACCESS/ENCROACHMENT
`°
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\ \ 13" INE "o I� \
I IN/07879654111 \ \ /
770NNG: R-10 \ \
AGREEMENTS WITH ADJOINING PROPERTY OWNERS FOR THIS PROJECT.
CONTRACTORS SHALL VERIFY WITH THE CITY THAT THESE AGREEMENTS ARE IN
,- o-\
- - - - -
`
PLACE PRIOR TO STARTING WORK ON ANY PROPERTY NOT OWNED BY THE
ti�F' .,�••��,.�'� Jc�.
CITY OF RALEIGH.
\
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\ I 27+50,00
\
EX. 50' NRRBTYP.
( )
I 9" [�BL MAIJLE I // / // / \\
AT Y "` \
5. PRIOR TO BEGINNING ANY WORK OR ESTABLISHING CONSTRUCTION ACCESS
FOR THE PROJECT THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH
c
COPYRIGHT O 2019
PROJECT MANAGER TO COORDINATE ALL ACTIVITIES FOR ACCESS.
\ 1\" PINE ": 1 III I I APART TS \ \
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SEPI ENGINEERING & CONSTRUCTION, INC
\ \
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6. TEMPORARY CONSTRUCTION ACCESS AUTHORIZATION HAS BEEN IDENTIFIED
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AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
\ C 4IN I I I / /
\ \ 0fT17 E I / /� - / \ -
COST TO CONTRACTOR.
7. ANY SEWER MANHOLES LOCATED IN THE ASPHALT WILL REQUIRE
\
IPI
/ /
\ I / G \ - ^ _ ^ ^
ADJUSTMENT TO FINISHED GRADE.
City of Raleigh
\ \
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5' PI E 28+50.00 I 1� I \ / / \ / /
\
5 ��� .: .: I �I
8. EXISTING STORM DRAINAGE PIPE UNDER THE TRAIL WILL BE REPLACED IN-KIND
(SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
Lake Lynn
I II I III \ \ /' / \
I
\ / \
MATERIAL. NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
1
\ I ✓
I
EVALUATE PIPE SIZE REQUIREMENTS.
Greenway
� / /
\ \ "PIN I �
Il
9. CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
EX. WATER'S EDGE (TYP.)
/
\ I I 2 +0 I I�
BEING REPLACED UNDER THE TRAIL. WITHIN THE FLOOD POOL (ELEV. 349),
FILL MAY NOT BE IMPORTED TO ACHIEVE ADEQUATE COVER. IN THIS CASE,
Repaving
-qo0 r /
EITHER THE PIPE SHALL BE LOWERED OR EARTH FILL SHALL BE CUT FROM AN
I I I II I I \ ( / /
I
ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
I
III I \ ✓
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POSITIVE SURFACE DRAINAGE. THIS WILL HAVE TO BE EVALUATED IN THE FIELD
ON A CASE-BY-CASE BASIS.
8" GUMI I 29t50.10I I
"MAPLEI 19
City of Raleigh
I
(DEAD) 18" R�N� \ - \ \ \ I / /
�•-� ISS �
Parks, Recreation and Cultural
12" GUMI o �5" HIC.`KO �Y\ 1 \\ \ \ � '
Resources
I\ \ EX. EDGE F TRAIL
to I Iv HICKOR
I
Client Contact
121'DBLMAP\
\ I 130+50.001
David Bender, Greenway
l \ NI \ / //�S z,
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Capital Projects Manager
REALIGN TRAIL
AS SHOWN
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9'I OAK
222 W. Hargett Street
BEGIN REALIGNMENT
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1 \ / /
Raleigh, NC 27601
Station=30+74.80
11" M I GUM
919-996-4798
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03.28.2019
SITE PERMIT REVIEW APPROVAL
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CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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BEGIN CONCRETE TRANSITION '
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
Site Plan Review 1st Comments
07.25.2019
Station =32+22.05 /
'
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
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END REALIGNMENT
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END CONCRETE TRANSITION
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COPYRIGHT @ 2019
SEPI ENGINEERING & CONSTRUCTION, INC
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EX�EX 30" CMP I I CONSTRUCTION CCESS
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DEMOLITION NOTES:
6. TEMPORARY CONSTRUCTION ACCESS AUTHORIZATION HAS BEEN IDENTIFIED
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1. WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
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EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
COST TO CONTRACTOR.
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EROSION AND SEDIMENT CONTROL REGULATIONS. THE MOST STRINGENT
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7. ANY SEWER MANHOLES LOCATED IN THE ASPHALT WILL REQUIRE
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City of Raleigh
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2. ANY DISCREPANCIES FOUND BETWEEN THESE DRAWINGS AND
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REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS
SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY,
(SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
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THE CONTRACTOR'S RISK.
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3. MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE
9. CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
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AS A GENERAL GUIDE AND IN NO WAY LIMITS THE SITE CONTRACTOR FROM
MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH NCDOT
ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
POSITIVE SURFACE DRAINAGE. THIS WILL HAVE TO BE EVALUATED IN THE FIELD
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STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, OR
AS DIRECTED BY THE LOCAL MUNICIPALITY.
ON A CASE-BY-CASE BASIS.
4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND
ENCROACHMENTS. CROSS CHECK SPECIAL PROVISIONS WITH PLANS.
City Ot Raleigh
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MAINTAIN A COPY OF ALL PERMITS ON SITE. CONTACT LOCAL DISTRICT
ENGINEER [phone] 24 HOURS BEFORE PLACING ANY CURB AND
Parks, Recreation and Cultural
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5. CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO
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REMOVAL OF EXISTING STRUCTURES/UTILITIES.
BACKFILL ERODED AREA ALONG
42t00.00 I + I I 1 / \ i / / / i / / / / / / / /
6. SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE
CLEAN-UP OF LITTER AND REFUSE GENERATED BY HIMSELF AND
Client Contact
TRAIL EDGE, STABILIZE PER o
PERMANENT SEEDING SCHEDULE.
15' HICKC�
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SUBCONTRACTORS. THE CLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON
A REGULAR BASIS, AND SHALL INCLUDE INITIATING ACTION AND ASSUMING
David Bender, Greenway
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ANY COST IN REMEDYING THE SITUATION. ALL REFUSE AND DEBRIS SHALL BE
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DISPOSED OF LAWFULLY AT AN OFF-SITE LOCATION.
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7. ALL INDIVIDUAL TREES SHOWN ON THESE PLANS TO BE REMOVED, INCLUDING
CLEARING AND GRUBBING. THIS PLAN DEPICTS TREES >4" D.B.H. SMALLER
222 W. Hargett Street
Raleigh,
N C 27601
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4+50.OQ \ / / / / / / // , /
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TREES WITHIN 4 FEET OF THE TRAIL EDGE SHALL ALSO BE REMOVED,
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INCLUDING CLEARING AND GRUBBING.
919-996-4798
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8. ADDITIONAL TREES MAY NEED TO BE REMOVED BASED UPON CITY OF
[e-mail]
EX. TRAIL TO BE REMOVED
1, QIK -
I / _ / i
DATE
CONSTRUCT NEW 10' WIDE
143+ Q.PQ I I / / _ - - - ,s /
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
ASPHALT TRAIL IN SAME I I
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to `> a �81' /// j
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
PROJECT:
SE18.085
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LOCATION, SEE DETAIL 2/C-4.0 I
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10' H CKORY 1
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ISSUE:
Site Plan Review Submittal
03.28.2019
SITE PERMIT REVIEW APPROVAL
_
I \ \ \ EASEMENT (TYPE / / �� /
i � � �
11 143t5o. \`
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
18" PINE
6" BEECH
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PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
14" PINEII
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REVISIONS:
7" HICKORY =
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PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
14400.00 �
IIIGIPIN II 10" HICKORY 1\ //
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
Site Plan Review 1 st Comments
07.25.2019
/
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
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CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
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STORMWATER
PLANNING ZONING
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DEMOLITION NOTES:
LEGEND:
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/ / /
1. WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
CITY IO RALEIGH STANDARDS AND SPECIFICATIONS, THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
_ _ _ _ _ _
EXISTING PROPERTY LINE
- - - - - - - - - - - - - - - - EXISTING GREENWAY EASEMENT
-
/ /
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'�`V� / l /l
/ ! / / / //
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EROSION AND SEDIMENT CONTROL REGULATIONS. THE MOST STRINGENT
SHALL GOVERN.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING UTILITY EASEMENT
EXISTING CONTOUR
Jr
/ / /
2. ANY DISCREPANCIES FOUND BETWEEN THESE DRAWINGS AND
SPECIFICATIONS AND SITE CONDITIONS, OR ANY INCONSISTENCIES OR
--- EXISTING STORM DRAINAGE PIPE
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, NC 27603
PHONE [phone]
_
��
I ,
AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS, SHALL BE IMMEDIATELY
o,o o o o o PROPOSED LIMITS OF DISTURBANCE
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, NC 28262
j
' / / / / // /
/ ///�'/// / /
/
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REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS
SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY,
-sF-sF-sF-sF-sF-sF- PROPOSED SILT FENCE
PHONE [phone]
/ /// / /
/
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I I _
WITHOUT ATTEMPTING TO CONTACT THE DESIGN ENGINEER, WILL BE DONE AT
.P.P.P.P,P.P PROPOSED TREE PROTECTION FENCE
/ / / / / / / / / / /
40'3.
I -
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THE CONTRACTOR'S RISK.
- - - - - - - - - - - - - - - - TEMPORARY CONSTRUCTION
ACCESS ROUTE
5030 NEW CENTRE DR., SUITE B I WILMINGTON, NC 28403
PHONE [phone]
/
\ /
MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE
RESPONSIBILITY OF THE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY
3644 PUNGO CREEK RD. 1 PINETOWN, NC 278653
L - \
BEGIN CONCRETE TRANSITION 46+00,6 /
/
-
_
AS A GENERAL GUIDE AND IN NO WAY LIMITS THE SITE CONTRACTOR FROM
MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH NCDOT
STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, OR
TEMPORARY CONSTRUCTION
ENTRANCE
PHONE [phone]
sepiinc.com
\
Station -46+00.00 / / / / I
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AS DIRECTED BY THE LOCAL MUNICIPALITY.
TEMPORARY LAYDOWN AREA
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BEGIN ASPHALT TRAIL / I ` I
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4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND
ENCROACHMENTS. CROSS CHECK SPECIAL PROVISIONS WITH PLANS.
EXISTING ASPHALT TRAIL TO BE REMOVED-
(APPROX. LOCATION BASED ON G.I.S.
MAPPING)
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-- 0 3 WORKING DAYS
/
ARL K TRAN N, I
/ / / / /
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MAINTAIN A COPY OF ALL PERMITS ON SITE. CONTACT LOCAL DISTRICT
ENGINEER 919 733-3213 24 HOURS BEFORE PLACING ANY CURB AND
( )
PROPOSED ASPHALT TRAIL
BEFORE YOU DIG
FE)EEDtTAIL�/ -410 I
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/ / / / / /
GUTTER WITHIN NCDOT RIGHT-OF-WAY.
(APPROX. LOCATION BASED ON G.I.S.GS
MAPPING)
FORrHELocnnoNOF
- UNDERGROUND FACILITIES
/ 4650.00 / / \1 V f
/ / / / / / /
5. CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO
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REMOVAL OF EXISTING STRUCTURES/UTILITIES.
PROPOSED CONRETE
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR's FAILURE TO EXACTLY LOCATE AND
I / ' / \ / /
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I i I / I
5" O?CK / / � � / / / / � \ � � � CLEAN-UP OF LITTER AND REFUSE GENERATED BY HIMSELF AND
RE<diAIN / / / l \
- '' `/ ^/ - I I / / SUBCONTRACTORS. THE CLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON
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- - - - - -
\
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A REGULAR BASIS, AND SHALL INCLUDE INITIATING ACTION AND ASSUMING
ANY COST IN REMEDYING THE SITUATION. ALL REFUSE AND DEBRIS SHALL BE
PRESERVEANYANDALLUNDERGROUND UTILITIES.
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DISPOSED OF LAWFULLY AT AN OFF-SITE LOCATION.
7. ALL INDIVIDUAL TREES SHOWN ON THESE PLANS TO BE REMOVED, INCLUDING
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
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THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
WATER'S EDGE TYP.
(TYP.)///
/ / / / / \ /
47+56.00/ / \ \ / I \ C MB�RLA
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CLEARING AND GRUBBING. THIS PLAN DEPICTS TREES >4" D.B.H. SMALLER
TREES WITHIN 4 FEET OF THE TRAIL EDGE SHALL ALSO BE REMOVED,
INCLUDING CLEARING AND GRUBBING.
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
EX. GREENWAY
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8. ADDITIONAL TREES MAY NEED TO BE REMOVED BASED UPON CITY OF
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
EASEMENT (TYP.)
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AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY.
=i _-
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OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
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NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
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ASPHALT TRAIL IN SAME
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REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR
REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE
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ALLOWED WITHOUT APPROVAL BY THE OWNER OR ENGINEER.
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REPLACE EXISTING PIPE WITH
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3. NO CONSTRUCTION VEHICLES, EQUIPMENT OR MATERIALS ARE PERMITTED
ON BOARDWALKS.
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HDPE PIPE OF SAME DIAMETER;
SHORTEN PIPE LENGTH TO 23'
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4. THE CITY IS RESPONSIBLE FOR OBTAINING ACCESS/ENCROACHMENT
- - 482
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AGREEMENTS WITH ADJOINING PROPERTY OWNERS FOR THIS PROJECT.
CONTRACTORS SHALL VERIFY WITH THE CITY THAT THESE AGREEMENTS ARE IN
PLACE PRIOR TO STARTING WORK ON ANY PROPERTY NOT OWNED BY THE
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5. PRIOR TO BEGINNING ANY WORK OR ESTABLISHING CONSTRUCTION ACCESS
FOR THE PROJECT THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH
PROJECT MANAGER TO COORDINATE ALL ACTIVITIES FOR ACCESS.
COPYRIGHT© 2019
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SEPI ENGINEERING & CONSTRUCTION, INC
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AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
EX. 50' NRRB TYP. \ \ \ - \ \ \
_ - - _ - -
COST TO CONTRACTOR.
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ADJUSTMENT TO FINISHED GRADE.
City of Raleigh
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8. EXISTING STORM DRAINAGE PIPE UNDER THE TRAIL WILL BE REPLACED IN-KIND
(SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
Lake Lynn
y
EX. 40' �ANITARY SEWER
-
MATERIAL. NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
- - - - _ - _-
EASEMENT (TYP.) / _ - �- ` \ �- �
--_--
EVALUATE PIPE SIZE REQUIREMENTS.
Greenway
\ \ \ \ \ S�O,�� �, r- \
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9. CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
BEING REPLACED UNDER THE TRAIL. WITHIN THE FLOOD POOL (ECFV. 349),
LAKE LYNN
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Repaving
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EITHER THE PIPE SHALL BE LOWERED OR EARTH FILL SHALL BE CUT FROM AN
ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
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POSITIVE SURFACE DRAINAGE. THIS WILL HAVE TO BE EVALUATED IN THE FIELD
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ON A CASE-BY-CASE BASIS.
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City of Raleigh
Parks, Recreation and Cultural
EX. 36" CMP /
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Client Contact
AND LENGTH, EXISTING PIPE/s'
OUTLETS TO WATER'S EDGE.rot,
David Bender, Greenway
3+96 �'
Capital Projects Manager
/� / ////� / EX. GREEN 8Y� J /
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222 W. Hargett Street
Raleigh, NC 27601
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919-996-4798
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[e-mail]
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WRPV XII RIxGATTA RALEIG LLC
D.B. 16168, PG. 773
PIN:ON7034756 /
/ /' / I � I
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
DATE
PROJECT:
SE18.085
I/
/
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ISSUE:
Site Plan Review Submittal
03.28.2019
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INE
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SITE PERMIT REVIEW APPROVAL
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CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
\ \ \ I \ �5+00.Ob I I I Y /
_ _ J I I I / /' /// / /
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
MATC
H LI N E SHEET C-3.5 \ \ t ► /
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WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
REVISIONS:
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SHEET C-3.6
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
Site Plan Review 1st Comments
07.25.2019
MATC
H LI N E ` \7„ �K \�\ I I I I X. 24" CMP ±97' LF from I I
\ \ \ `+b� I I curb inlet (TO REMAIN) I I I I
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LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
,. II
IMINE
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PUBLIC UTILITIES
PROJ. MGR:
J. WESTMORELAND
STORMWATER
DRAWN BY:
N. YOUNG
CHECKED BY:
J. WESTMORELAND
PLANNING / ZONING
PRELIMINARY - NOT FOR CONSTRUCTION
TRAIL CONSTRUCTION
FIRE
PLAN - SEGMENT D
50' 25' 0 50'
URBAN FORESTRY
SITE ACCESSIBILITY
C3.5
SCALE: 1"=50' NORTH

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MATC H LI N E SHEET C-3.5 J -4I I I\ / // / / / / �m -
---------------- EXISTING GREENWAY EASEMENT
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- - - - - - - - - - - - - - - - EXISTING UTILITY EASEMENT
EXISTING CONTOUR
SHEET C-3.6 LY X24CMP ±97' LF from
I
cu.rb inlet (TO REMAIN)
--------------------- EXISTING STORM DRAINAGE PIPE
1 GLENWOOD AVE, SUITE 600 I RALEIGH, NC 27603MATCHLINE
PHONE [phone]X'OAK
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
11020 DAVID TAYLOR DR., SUITE 115 I CHARLOTTE, NC 28262
PHONE [phone]
1\2' PI E CONSTRUCTION I I IIII I / / / / _ \ / ` - -, .� _
IF -IF -IF -IF -IF -IF-
,P,P.P.P,P,P PROPOSED TREE PROTECTION FENCE
5030 NEW CENTRE DR., SUITE B 1 WILMINGTON, NC 28403
\
PROPERTY - � \ \ 1 / I � I � LAYDOWN AREA #3 I IIII / / �- I / / / / / / - J \ � � -
- - - _
z,� BOUNDARY (TYP.) \ \ \� \\ I / I� (APPROX. 1350 SF) I IIII / / / I �� / / \
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---------------- TEMPORARY CO NSTRUCTION
ACCESS ROUTE
PHONE [phone]
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3644 PUNGO CREEK RD. 1 PINETOWN, NC 278653
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RIP RAP DISSIPATOR, ACCESS ROSE
TEMPORARY CONSTRUCTION
ENTRANCE
964.6 900
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P�HON.�E,
6'W X 81, CLASS 'A' RIP RAP, ALSO SEE SHEET C2.1 R�GATTA
SEE DETAILS SHEET C-4.0
TEMPORARY LAYDOWN AREA
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l~-- REPLACE EXISTING PIPE EX. 24" CM� ± '/' L `? _ `.:. 56�5C�,0�1 o OG \ / Il \\ \ \\ I I I WRP\V XII REGATTA RALEIGH LLCI 1 / /
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_ EXISTING ASPHALT TRAIL TO BE REMOVED
(APPROX. LOCATION BA ED N
( OS O G.I.S.
MAPPING)
-1 .2-52..
1L L
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WITH HDPE PIPE OF SAME o> / / / / / / I \ \ I /
\ / , / D . 161 b8, PG. 773
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BEFORE YOU DIG
1 INS / I
� © DIAMETER AND LENGTH I <: V \ / / � 1 \ ) I
CO PAD / / / / / I B.M. 1985, PG. 939 I II�"
AFC SS I // \ I I / I \ \ I \ I
� o I I PIN: 97034263 \ \
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PROPOSED ASPHALT TRAIL
(APPROX. LOCATION BASED ON G.I.S.
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FOR THE LocnnoN OF
'-- - UNDERGROUND FACILITIES
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PROPOSED CONRETE
Call before you dig.
WATER'S EDGE (TYP.) 1 57+00.00 I `b 1 \ \ l \ \ I I I \
I I I /
f I 1 , EX. GAZEBOg0 I / \ I
121' GUM__r / \ ` I \
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O TRAIL SEGMENT IDENTIFIER
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OON REPRESENTATIVE. THE CTO INK,THE
/ PROTECTED DU RI / / \ \
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EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
COMMENCING A
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
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BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
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THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
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SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
-- - EX. TRAIL TO BE REMOVED
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SITE NOTES:
CONSTRUCT NEW 10' WIDE /
LOCATOR =/ // I I I / I I
ASPHALT TRAIL IN SAME }/ 'i // I I I I I l I V / / I I \ \ \ � �
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AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
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THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
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LAKE LYN I \- - / 1 I \ \
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/ / / \ \ \ \ �( _ _
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5DIAMETER AND LENGTH
AGREEMENTS WITH ADJOINING PROPERTY OWNERS FOR THIS PROJECT.
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FOR THE PROJECT THE CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH
COPYRIGHT ©2019
I I ' 1 SEWER EASEMENT (TYP.) \ \ _
LAKE L N N \ \
\\ \
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PROJECT MANAGER TO COORDINATE ALL ACTIVITIES FOR ACCESS.
\ / DEMOLITION NOTES:
CONSTRUCTION IDENTIFIED
SEPI ENGINEERING & CONSTRUCTION, INC
\ 1 �' \ \
b. TEMPORARY ACCESS AUTHORIZATION HAS BEEN
AND SECURED BY CITY OF RALEIGH. ANY ADDITIONAL ACCESS NEEDS SHALL
\ \ \ 1. WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
I 1 60+150.bd I I 1 \ / \ \ \ \ _
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, THE NORTH CAROLINA
BE COORDINATED WITH THE CITY OF RALEIGH PROJECT MANAGER AT SOLE
Q
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COST TO CONTRACTOR.
_
I I \ \ _ EROSION AND SEDIMENT CONTROL HANDBOOK, THE NORTH CAROLINA
D I I I I I I I ) \ \ \ \ EROSION AND SEDIMENT CONTROL REGULATIONS. THE MOST STRINGENT
PIN, 079703475h I I E�. \
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SHALL GOVERN.
7. ANY SEWER MANHOLES LOCATED IN THE ASPHALT WILL REQUIRE
CII of Raleigh
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1\ I `\ \ \
61+o0.U0 / / �\ \
EXISTING GREENWAY \ `
\ I I AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS, SHALL BE IMMEDIATELY
I / I I \ \ ` ul\ \
8. EXISTING STORM DRAINAGE PIPE UNDER THE TRAIL WILL BE REPLACED IN-KIND
(SAME DIAMETER AND LENGTH) DUE TO AGING PIPES AND DETERIORATING
Lake Lynn
\ \ 1 \ -
EASEMENT TYP. \ I ` ?. 1 I I \ ` _ //_`� \ \ \ _ \ 1U- - REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS
SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE AFTER DISCOVERY,
MATERIAL. NO DRAINAGE AREA STUDY HAS BEEN CONDUCTED TO
WITHOUT ATTEMPTING TO CONTACT THE DESIGN ENGINEER, WILL BE DONE AT
EVALUATE PIPE SIZE REQUIREMENTS.
Greenway
I I \
EX. 50' NRRB (TYP.) \\ \ \ ;:.1:_. I \ \ - / l - - - - - THE CONTRACTOR'S RISK.
_ , - - - - - _ _
° 61+5p.00\ \ 1 / \\ _ = s J _ - \ _
> \ \ \ I ` \ 3. MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE
RESPONSIBILITY OF THE SITE CONTRACTOR. THESE PLANS ARE TO SERVE ONLY
9. CONTRACTOR TO PROVIDE ADEQUATE COVER FOR ALL DRAINAGE PIPES
BEING REPLACED UNDER THE TRAIL. WITHIN THE FLOOD POOL (ELEV. 349),
FILL MAY NOT BE IMPORTED TO ACHIEVE ADEQUATE COVER. IN THIS CASE,
Repaving
AS A GENERAL GUIDE AND IN NO WAY LIMITS THE SITE CONTRACTOR FROM
\\\ \ \ \ \ '• > \ \ I \ `, \ \ _ � _ _ � _ � - _ _ - - _
\ _ MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH NCDOT
\
\ \ \\ \ \
EITHER THE PIPE SHALL BE LOWERED EARTH FILL SHALL BE CUT FROM AN
ADJACENT TRAIL AREA WITHIN THE FLOOD POOL, WHILE ALSO MAINTAINING
POSITIVE SURFACE DRAINAGE. THIS WILL HAVE TO BE EVALUATED IN THE FIELD
\\ \\ \ <a\
\ \ ` - - _ _ STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, OR
\\ ` \ AS DIRECTED BY THE LOCAL MUNICIPALITY.
ON A CASE-BY-CASE BASIS.
_
\\
62+00.00 \ - _ -
REPLACE EXISTING PI E 4. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
NCDOT STREET OR HIGHWAY RIGHT-OF-WAY, OBTAIN ALL PERMITS AND
WITH DPE PIPE OF SA E ENCROACHMENTS. CROSS CHECK SPECIAL PROVISIONS WITH PLANS.
City of Raleigh
\\ \ \�2+50� ` ` -D ETER AND LENG$H MAINTAIN A COPY OF ALL PERMITS ON SITE. CONTACT LOCAL DISTRICT
\ \` - 1 ENGINEER [phone] 24 HOURS BEFORE PLACING ANY CURB AND
\
Parks Recreation and Cultural
\ \\ \ \ .- ... _
EX. 6" PVC _32' LF - - - GUTTER WITHIN NCDOT RIGHT-OF-WAY.
\ \\ \ \ \ \ \ - _ � -
EX. PE ESTRIAN ACCESS
Resources
- TO BE MAINTAINED 5. CONTRACTOR TO ACQUIRE PROPER DEMOLITION PERMITS PRIOR TO
00 REMOVAL OF EXISTING STRUCTURES/UTILITIES.
63+00 63+50
. .00
- -6�06:E)0- -
\ _ 6. SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE
F \°' ` ::. - Lp- -_ _ -_- CONNECTOR
N� \\ -CLEAN-UP OF LITTER AND REFUSE GENERATED BY HIMSELF AND
\\, - - -- S - -_ _ _
\ AI� NT o- - - - \ - -
Client Contact
- SUBCONTRACTORS. THE CLEAN-UP OF LITTER AND REFUSE SHALL BE DONE ON
B. 391 P 6 4\ g o oZ -- /
/ / A REGULAR BASIS, AND SHALL INCLUDE INITIATING ACTION AND ASSUMING
David Bender, Greenway
Y
M ON 787 4 REPLACE EXISTING PIPE WITH
"�, ' • '<:t.::: _-':::'=°•=;::;:::::::-...:... o ANY COST IN REMEDYING THE SITUATION. ALL REFUSE AND DEBRIS SHALL BE
\ DISPOSED OF LAWFULLY AT AN OFF-SITE LOCATION.
\ \ -� ". ' ;_:;: ;,: 64+50.00 HDPE PIPE OF SAME DIAMETER
Capital Projects Manager
\ \ � 12" BEES /
14 BEEC _ a, AND LENGTH, MAINTAIN
EX. �2=C-b1P-±21 _ \ 7. ALL INDIVIDUAL TREES SHOWN ON THESE PLANS TO BE REMOVED, INCLUDING
\ \ \:._. X. 36" CMP ±27' LF EXISTING RIP RAP CHANNEL
4a
222 W. Hargett Street
g
\ - -1 // _ CLEARING AND GRUBBING. THIS PLAN DEPICTS TREES >4" D.B.H. SMALLER
Q \I\) P' ABOVE BELOW �P-�. TREES WITHIN 4 FEET OF THE TRAIL EDGE SHALL ALSO BE REMOVED,
Raleigh, NC 27601
./ INCLUDING CLEARING AND GRUBBING.
/ / 21 OO'AK DA'M>Gpf /
919-996-4798
_
RIP RAP DISSIPATOR, / /
/ / / 8. ADDITIONAL TREES MAY NEED TO BE REMOVED BASED UPON CITY OF
3'W X 6'L, CLASS'B' RIP RAP, // / / o _I� S SS
[e-mail]
SEE DETAILS SHEET C-2.11 44 j// �/ / / /-
/ / // / .: _'::/ / / �SiDo•90 / / --
DATE
/
//
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
/
zji/ / / / / / / /
/ // /
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
PROJECT:
SE18.085
WATER'S EDGE (TYP.) / / / /
// jy/p% // / ; :>j / / /
ISSUE:
Site Plan Review Submittal
03.28.2019
SITE PERMIT REVIEW APPROVAL
/
b5�0.00/ /
_
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
/
14, PO j / / / / /
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
/ / / /
6,6+00.0 / / / / /
/
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
\ /1D SlP T9XL / / / / / / / / / / /
/ / /
W f 6648 /
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
REVISIONS:
- -
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL1Y
Site Plan Review 1st Comments
07.25.2019
GLAA
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
61�+50.0 / / / / / / / / / /
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
/ / /
Nf� / // // / / / //
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
6Y OP RALEI�tl I
*4�� / / / 46.13. 3 76, PC/ 290
67+0b. // / '658 4 I I
TRANSPORTATION FIELD SERVICES
EX. FENCE POSTS
/ / / I
4S/ / TO REMAIN / / // / I I 1
/ 4/ / / / / I i l I \ \
PUBLIC UTILITIES
PROJ. MGR:
J. WESTMORELAND
DRAWN BY:
N. YOUNG
STORMWATER
J. WESTMORELAND
/ '`- \
PLANNING / ZONING
CHECKED BY:
PRELIMINARY NOT FOR CONSTRUCTION
FIRE
TRAIL CONSTRUCTION
' I '�' I♦IyF ► �� `\ ``___ ___ _--- _
PLAN -SEGMENT E
\
0
URBAN FORESTRY
-�-��
I _ _ _ �_ _ _ - % \ / 50' 25' 0 50'
1
I 1 •6\ _ _ -_�_ --_-__-_- _ _ J��
SITE ACCESSIBILITY
C -3.6
SCALE: 1"=50' NORTH

10 4" 3,000 PSI CONCRETE
O COMPACTED SUBGRADE
NOTE:
1. CONCRETE SHALL BE DESIGNED TO ACHIEVE A 28 DAY
COMPRESSIVE STRENGTH OF 3,000 PSI
2. SIDEWALK CROSS -SLOPE SHALL NOT EXCEED 2.08%
NOTE:
1. EXISTING TRAIL SECTION TO BE REMOVED
AND DISPOSED OF, INCLUDING BASE
COURSE PRIOR TO CONSTRUCTING NEW
TRAIL SECTION.
2. PROVIDE 2% CROSS -SLOPE.
� 4" CONCRETE SIDEWALK PAVEMENT SECTION] 3 � ASPHALT TRAIL TYPICAL SECTION 1
SCALE: NTS I SCALE: NTS
10' CONCRETE PAVING TRANSITION
6" THICK CONCRETE PAVING
(3,000 PSI) WITH 6" x 6" WELDE
MESH AT MID DEPTH
FIRM UNDISTURBED
SUBGRADE
STANDARD BOARDWALK APPROACH
NOT TO SCALE
BOARDWALK
DECKING
Parks,
j W Recreation ane
ACultural Resources
222 W. HARGETT ST.,
RALEIGH, NC 27601
TEL [phone]
SCALE: NTS 2
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING /ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
S=�1
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, INC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, INC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, INC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, INC 278653
PHONE [phone]
sepiinc.com
L
— 0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
COPYRIGHT© 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
ISSUE: Site Plan Review Submittal 03.28.2019
REVISIONS:
Site Plan Review 1st Comments 07.25.2019
PROJ. MGR: I J. WESTMORELAND
I
I DRAW N BY: I N. YOUNG I
(CHECKED BY: J.
WESTMORELAND 1
SITE DETAILS
C4,00
PAVEMENT SCHEDULE
PROPOSED APPROX. 2" ASPHALT CONCRETE
C1
SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE
RATE OF 224 LBS. PER SQ. YD.
PROPOSED 6" AGGREGATE BASE COURSE: SEE
J1
NOTE 6
T
EARTH MATERIAL
2' SHLDR
+/-5' +/-5' 2' SHLDR
GRADE POINT
C1
6�
0.02. 0.02. 6:1 MAX
TT
;
8" J1 GRADE TO THIS LINE
I
T
NOTE:
1. EXISTING TRAIL SECTION TO BE REMOVED
AND DISPOSED OF, INCLUDING BASE
COURSE PRIOR TO CONSTRUCTING NEW
TRAIL SECTION.
2. PROVIDE 2% CROSS -SLOPE.
� 4" CONCRETE SIDEWALK PAVEMENT SECTION] 3 � ASPHALT TRAIL TYPICAL SECTION 1
SCALE: NTS I SCALE: NTS
10' CONCRETE PAVING TRANSITION
6" THICK CONCRETE PAVING
(3,000 PSI) WITH 6" x 6" WELDE
MESH AT MID DEPTH
FIRM UNDISTURBED
SUBGRADE
STANDARD BOARDWALK APPROACH
NOT TO SCALE
BOARDWALK
DECKING
Parks,
j W Recreation ane
ACultural Resources
222 W. HARGETT ST.,
RALEIGH, NC 27601
TEL [phone]
SCALE: NTS 2
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH AND NC DOT STANDARDS AND SPECIFICATIONS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE
WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND AUTHORIZATION FOR
CONSTRUCTION IS NOT TO BE CONSIDERED TO REPRESENT TOTAL COMPLIANCE
WITH ALL LEGAL REQUIREMENTS FOR DEVELOPMENT AND CONSTRUCTION. THE
PROPERTY OWNER, DESIGN CONSULTANTS, AND CONTRACTORS ARE EACH
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL
LAWS. THIS SPECIFIC AUTHORIZATION BELOW IS NOT A PERMIT, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE OR FEDERAL LAW. ALL
CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING /ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
S=�1
1 GLENWOOD AVE, SUITE 600 1 RALEIGH, INC 27603
PHONE [phone]
11020 DAVID TAYLOR DR., SUITE 115 1 CHARLOTTE, INC 28262
PHONE [phone]
5030 NEW CENTRE DR., SUITE B I WILMINGTON, INC 28403
PHONE [phone]
3644 PUNGO CREEK RD. I PINETOWN, INC 278653
PHONE [phone]
sepiinc.com
L
— 0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
COPYRIGHT© 2019
SEPI ENGINEERING & CONSTRUCTION. INC
City of Raleigh
Lake Lynn
Greenway
Repaving
City of Raleigh
Parks, Recreation and Cultura
Resources
Client Contact
David Bender, Greenway
Capital Projects Manager
222 W. Hargett Street
Raleigh, NC 27601
919-996-4798
[e-mail]
DATE
ISSUE: Site Plan Review Submittal 03.28.2019
REVISIONS:
Site Plan Review 1st Comments 07.25.2019
PROJ. MGR: I J. WESTMORELAND
I
I DRAW N BY: I N. YOUNG I
(CHECKED BY: J.
WESTMORELAND 1
SITE DETAILS
C4,00