20150995 Ver 2_Park_Depot_Greenway_Final_Plans_20190328

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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See Sheet �-A For I ndex Of Sheets
See Sheet �-B For Conventi onal Sheet Symbols
PARK
-
DEPOT GREENWAY
F U QUAY-VARI NA N O RTH CARO LI NA 2 752 6
i
TI P PROJ ECT N O: U-5530GA
WBS E LEME NT: 44111.1 F B8
FEDERAL PROJECT NO: STPDA-0507 10
TYPE OF WORK: GRADING, BOARDWALK, DRA/NAGE, PAVING, SIGN►NG, AND MARKINGS
LENGTH OF PROJECT:
WAKE COUNTY
GOVERNING AGENCIES CONTACT
WATER COMPANY
TOWN OF FUQUAY-VARINA UTILITIES DEPT
401 OLD HUNEYCUTT ROAD
FUQUAY-VARINA, NC 27526
[phone] TEL
CONTACT: CHRIS GRIMES
SANITARY SEWER COMPANY
TOWN OF FUQUAY-VARINA UTILITIES DEPT.
401 OLD HUNEYCUTT ROAD
FUQUAY-VARINA, NC 27526
[phone] TEL
CONTACT: CHRIS GRIMES
NATURAL GAS COMPANY
PSNC ENERGY
2451 SCHIEFFELIN ROAD
APEX, NC 7502
[phone] TEL
CONTACT: NAKIMA BOGAN
FIRE CHIEF
FUQUAY-VARINA FIRE DEPARTMENT
401 OLD HUNEYCUTT ROAD
FUQUAY-VARINA, NORTH CAROLINA 27526
[phone] TEL
CONTACT: ANTHONY MAULDIN
EROSION CONTROL
NCDENR
DIVISION OF LAND RESOURCES
3800 BARETT DRIVE
RALEIGH, NORTH CAROLINA 27609
[phone] TEL
CONTACT: JOE DUPREE
ENGINEERING DEPARTMENT
TOWN OF FUQUAY-VARINA
ENGINEERING DEPARTMENT
401 OLD HONEYCUTT ROAD
FUQUAY-VARINA, NORTH CAROLINA 27526
[phone] TEL
CONTACT: TRACY STEPHENSON
TOWN:
TOWN OF FUQUAY-VARINA
PUBLIC WORKS DEPARTMENT
401 OLD HONEYCUTT ROAD
FUQUAY-VARINA, NC 27526
[phone] TEL
[phone] FAX
CONTACT: TRACY STEPHENSON, P.E.
POWER COMPANY
DUKE-PROGRESS ENERGY
9920 FAYETTEVILLE ROAD
RALEIGH, NC 27603
[phone] TEL
CONTACT: BEN BETTS
TELEPHONE COMPANY
CENTURY LINK
206 W. CUMBERLAND ST
DUNN, NC. 28334
[phone] TEL
CONTACT: GARY NORRIS
CABLE TELEVISION COMPANY
TIME WARNER CABLE
101 INNOVATION AVE, SUITE 100
MORRISVILLE, NC 27560
[phone] TEL
CONTACT: DALE RADFORD
DEPARTMENT OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 5 DISTRICT 1 OFFICE
4009 DISTRICT DRIVE
RALEIGH, NORTH CAROLINA 27607
[phone] TEL
CONTACT: REID ELMORE
PLANNING DEPARTMENT
TOWN OF FUQUAY-VARINA PLANNING DEPARTMENT
401 OLD HUNEYCUTT ROAD
FUQUAY-VARINA, NORTH CAROLINA 27526
[phone] TEL
[phone] FAX
POLICE DEPARTMENT
TOWN OF FUQUAY-VARINA POLICE DEPARTMENT
401 OLD HUNEYCUTT ROAD
FUQUAY-VARINA, NORTH CAROLINA 27526
[phone] TEL
CHIEF OF POLICE: LAURA FAHNESTOCK
ENGINEER:
SURVEYOR:
KIMLEY-HORN AND ASSOCIATES, INC. McKIM & CREED
421 FAYETTEVILLE ST, SUITE 600 200 MACKENAN COURT
RALEIGH, NORTH CAROLINA 27601 CARY, NC 27511
[phone] TEL [phone] TEL
[phone] FAX CONTACT: TIM VAN GELDER, PLS
CONTACT: ERIN THOMPSON, P.E.
END CONSTRUCTION
-D 1- STA. 12 +54.49
PARK DEPOT GREENWAY: APPROX. 0.33 MILES OF NEW LOCATION GREENWAY
APPROX. 0.07 MILES BOARDWALK
NC HWY 55; APPROX. 0.05 MILES OF MEDIAN AND DITCH ►MPROVEMENTS
END BOARDWALK
-L 1- Sta 16+ 14. 00
PREPARED IN THE OFFICE OF:
� NC LICENSE #F-0102
� 421 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
CO 2019
BEGIN CONSTRUCTION
-Y2- STA, 10 + 50. 00
PROJECT GRAPHIC SCALES
'
�
PROFILE (HORIZONTAL)
8 4 0 8 16
PROFILE (VERTICAL)
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,
AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND
CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS
DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND
ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
DATE FILE NUMBER SHEET NUMBER TOTAL SHEETS
3/11 /2019 1 XX
COPYRIGHT 0 2019
END PROJECT
PLANS PREPARED BY:
Kimley>>> Horn
421 FAYETTEVILLE ST, SUITE 600
RALEIGH, NC 27601
PHONE. [phone]
FAX: [phone]
NC LICENSE �F-0102
02019
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KHA PROJECT:
012622011
DATEe
3-8-2019
FINAL PLANS
u

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
�
INDEX OF SHEETS
SHEET NUiI �IBER
/
/A
/B
2 T HRU 2F
3
3A
4 T HRU 7
TtiIP-1 THRU TtiIP-3
PM-1 T HRU P�-4
ERO -1 T HRU ERO -4
ERO-5 THRU ERO-l0
UT L-1 T HRU UT L-3
S-1 THRU S-3
SlT E-1 T HRU SlT E-2
X -/
X -2
X -3 T HRU X -l0
X -ll T HRU X -l2
X -l3 T HRU X -l4
X -l5 T HRU X -20
DESCRIPTION
T lT LE SHEET
INDEX OF SHEETS, GENERAL NOTES, �41�1D
LIST OF ST,4l�lDARDS
CONVENTIONAL SYti1BOLS
�T PICAL SECT IONS, PAVEMENT SCHEDULE, ,41�1D
SCELLANEOUS DETAILS
SUM�WWARY OF QUA�IT lT lES
SU/WiI �IARY OF EART H�IORK ,41�1D SUtiIMARY T ABLES
PLAI�I & PROFILE SHEETS
T RAFFIC /W,41�lAGEMENT PL,4l�lS
PAVEti1ENT ti1ARKlNG AND SIGNING SHEET S
EROSION CONT ROL SHEET S
EROSION CONT ROL DET AILS
EXISTING UTILITY PLAI�I
STRUCTURAL PLANS
DRIVE/LOT SITE PLAI�S
CROSS SECT lON INDEX OF SHEET S
CROSS SECT lON SUtilti1ARY SHEET S
-Ll - PARK DEPOT GREENy�AY CROSS SECT IONS
-L2 - PARK DEPOT GREENW AY CROSS SECT IONS
-Y2- fNC Hy�Y 551 CROSS SECTIONS
-Dl- DRIVE/LOT CROSS SECTIONS
GENERAL NOTES
20/8 SPECIFICAT IONS
EFFECT l►/E:
REVISED:
GRADING AND SURFACING OR RESURFACING ,41�1D y�IDENING:
0/ -l6 -20/8
THE GRADE LINES SHOy�N DENOTE THE FlNISHED ELEVATION OF THE
PROPOSED SURFACING AT GRADE POINT S SHOy�N ON T HE T YPICAL
SECTIONS. y�HERE NO GRADE LINES ARE SHOy�N, THE PROFILES SHOy�N
DENOT E T HE TOP ELEV AT lON OF T HE EXIST lNG PAVEtiIENT ALONG T HE
CENT ER LINE OF SUR�EY ON y�HICH T HE PROPOSED RESURFACING y�ILL
BE PLACED. GRADE LINES ti1AY BE ADJUSTED BY THE ENGINEER lN
ORDER T 0 SECURE A PROPER T lE -lN.
CLEARING:
CLEARING ON T HlS PROJECT SHALL BE PERFORiWED T 0 T HE LltillT S
EST ABLISHED BY tiIET HOD ll.
SUPERELEVATION:
ALL CUR►/ES ON THIS PROJECT SHALL BE SUPERELEVATED lN
ACCORD,4I�CE WITH STD. N0. 225.04 USING THE RATE OF
SUPERELEVQT�ON ,41�1D RUNOFF SHOy�IN ON THE PLAI�IS.
SUPERELEV AT lON lS T 0 BE REVOLVED ABOUT T HE GRADE POINT S
SHOyyN ON T HE T YPICAL SECT IONS.
SHOULDER CONST RUCT ION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE
HIGH SIDE OF SUPERELEVATED CUR�ES SHALL BE lN ACCORDA�ICE
WITH STD. N0. 560.0/
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SIDE ROADS:
T HE CONT RACT OR W lLL BE REQUIRED T 0 DO ALL NECESSARY W ORK
T 0 PROV lDE SUIT ABLE CONNECT IONS �lT H ALL ROADS, ST REET S, A�/D
DRl►/ES ENTERING THIS PROJECT. THIS y�IORK y�llLL BE PAID FOR AT THE
CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED.
DRl►/Ey�AYS:
DRIVE{�AYS SHALL BE CONST RUCT ED lN ACCORD,4/yCE W lT H ST D. 848.02
USING 3 FOOT RADII OR RADII AS SHOy�N ON THE PLAI�S. LOCATIONS OF
DRl►/ES y�ILL BE AS SHOy�N ON THE PLAI�IS OR AS DIRECTED BY THE
ENGINEER.
T EiI �IPORARY SHORING:
SHORING REQUIRED FOR T HE ti1AlNT ENANCE OF T RAFFIC y�llLL BE PAID
FOR AS "EXTRA WORK" lN ACCORDAI�ICE WITH SECTION 104-7.
SUBSURFACE PL,41�1S:
NO SUBSURFACE PL,41�1S ARE AVAILABLE ON THIS PROJECT. THE
CONTRACTOR SHOULD ti1AKE HlS Oy�N �NVESTIGATION AS TO THE
SUBSURFACE CONDIT IONS.
RIGHT -OF -y�IAY MARKERS:
ALL RIGHT -OF -y�AY �ARKERS ON T HlS PROJECT SHALL BE PLACED BY
CONT RACT.
CURB R,4tilPS
CURB RAMPS ARE SHOy�IN ON THE PL,4l�lS AT APPROXItiIATE
LOCAT IONS. CONST RUCT ALL CURB RAiWPS ACCORDANCE W lT H
STD 848.05 ond/or 848.06.
LIST OF 2018 ROADVI/AY STANDARD DRAWINGS
EFF. 0/ -l6 -20/8
REV.
20/8 ROADW AY ENGLISH ST,4/�1DARD DRAy�IINGS
Th�e folloWing RoodWoy Stondo�ds os oppeo� in "RoodWoy Stondo�d D�oWings" Highwoy Design B�onch -
N. C. Deportment of Tronsportotion - Roleigh, N. C., Doted Jonuory, 20/8 ore opplicoble to this pro f ect
ond by reference h�ereby ore considered o port of these plons:
STD.I�lO.
DlVISION 2
200.02
225.02
225.04
225.06
T lT LE
- EARTHy�ORK
tileth�od of Cleoring - tilethod ll
Guide for Groding Subgrode - Secondory ond Locol
tileth�od of Obtoining Superelevotion - Two Lone Povement
tileth�od of G�oding Sight Distonce ot lnte�sections
DlVISION 3 - PIPE CULVERTS
300.0/ Metr�od of Pi,oe �nstollotion
3/0.10 D�iveWoy Pipe Const�uction
DlVISION 5- SUBGRADE, BASES AND SHOULDERS
560.0/ Metr�od of Slaoulde� Construction - High Side of Su,oe�e/evoted Cu�ve - Metraod l
DNISION 8
806.0/
838.0/
838J1
838.80
840.00
840.14
840.15
840J6
840.25
840.45
840.66
848.0/
848.02
848.05
852.0/
876.0/
876.02
- lNCIDENT ALS
Concrete Right-of-y�oy tilo�ke�
Conc�ete EndWoll for Single ond Double Pipe Culverts - l5" thru 48" Pipe 90 SkeW
Brick EndWoll for Single ond Double Pipe CulVerts - l5" thru 48" Pipe 90 SkeW
Precost EndWolls - l2" th�u 72" Pipe 90 SkeW
Concrete Bose Pod for Droinoge Structures
Concrete D�op lnlet - l2" thru 30" Pipe
Brick Drop lnlet - l2" thru 30" Pipe
D�op lnlet F�ome ond Grotes - fo� use With Std. DWg 840J4 ond 840J5
Anch�oroge for Fromes - Brick or Concrete or Precost
Precost D�oi noge Structure
Droinoge Structure Steps
Concrete SideWolk
Dri�evVoy Turnout - Rodius Type
Cu�b Romp - P�oposed Curb & Gutte�
Concrete lslonds
Rip Rop in Ch�onnels
Guide for Rip Rap at Pipe Outlets

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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E T I L P H E ET Y B L
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line ----- -----
County Line --- ----
Township Line -- --
City Line - -
Reservation Line - -
ProperFy Line
Existing Iron Pin �
Property Corner �
Property Monument E�,
Parcel/Sequence Number �23
Existing Fence Line -x x x-
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -��8- - - -
Proposed Wetland Boundary ��B
Existing Endangered Animal Boundary E"B
Existing Endangered Plant Boundary EPB
Existing Historic Property Boundary HPB
Known Contamination Area: Soil - �• �'
Potential Contamination Area: Soil � �
Known Contamination Area: Water �' �'
Potential Contamination Area: Water � �
Contaminated Site: Known or Potential '•' '�
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U/G Tank Cap O
Sign �
Well �
Small Mine �
Foundation 0
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water --- -�-
Hydro, Pool or Reservoir �____�
Jurisdictional Stream �S —
BufFer Zone 1 Bz �
BufFer Zone 2 sz 2
Flow Arrow �--- -�-
Disappearing Stream �--- -�-
Spring �'��.�,...�
Wetland �
Proposed Lateral, Tail, Head Ditch
� F[!1�'
False Sump
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R�W Marker
Proposed Control of Access Line with
Concrete C/A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRM/SPORTATlO/y
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TDE
PDE
DUE
PUE
TUE
AUE
Proposed Permanent Easement with
Iron Pin and Cap Marker
RDADS A111D RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
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Proposed Slope Stakes Cut --- C---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp CR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Equality Symbol
Pavement Removal
T�EGETATION.•
Single Tree
Single Shrub
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Hedge
Woods Line � � � � � � � � � �
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Sto rm Sewe r
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B(S.U.E.*)
U/G Power Line LOS C(S.U.E.*)
U/G Power Line LOS D(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B(S.U.E.*) -
U/G Telephone Cable LOS C(S.U.E.*) -
U/G Telephone Cable LOS D(S.U.E.*) -
U/G Telephone Conduit LOS 6(S.U.E.*)
U/G Telephone Conduit LOS C(S.U.E.*)
U/G Telephone Conduit LOS D(S.U.E.*)
U/G Fiber Optics Cable LOS B(S.U.E.*)
U/G Fiber Optics Cable LOS C(S.U.E.*)
U/G Fiber Optics Cable LOS D(S.U.E.*)
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WATE R:
Water Manhole
Water Meter
Water Valve
Water Hydrant
l�/G Water Line LOS B(S.U.E*)
U/G Water Line LOS C(S.U.E*)
U/G Water Line LOS D(S.U.E*)
Above Ground Water Line
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
U/G N Cable LOS B(S.U.E.*)
U/G TV Cable LOS C(S.U.E.*)
l�/G TV Cable LOS D(S.U.E.*)
U/G Fiber Optic Cable LOS B(S.U.E.*)
U/G Fiber Optic Cable LOS C(S.U.E.*)
U/G Fiber Optic Cable LOS D(S.U.E.*)
GAS :
Gas Valve
Gas Meter
U/G Gas Line LOS B(S.U.E.*)
U/G Gas Line LOS C(S.U.E.*)
U/G Gas Line LOS D(S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B(S.U.E.*)
SS Forced Main Line LOS C(S.U.E.*)
SS Forced Main Line LOS D(S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B(S.U.E.*)
l�/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A(S.U.E.*)
Abandoned According to Utility Records -
End of Information
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DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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�I�OUI�D
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�l ST q l0 �0/055 T 0 ST A l2 �50000
Ll ST A l6 �14000 T 0 ST A 28 �9506�
�2 ST q 29 ��34086 T 0 ST /� .30 �92000
in'�i,4
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�SEE ST RUCT URES �LA/�S)
NOTES:
1. SEE PLANS FOR SPECIFIC MULTI-USE PATH LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
5. SEE CROSS SECTIONS FOR SPECIFIC FILL SLOPES
FI LL SLOPE 3:1 -L- FROM STA. 10 + 70 TO 11 + 80 LT
6. SEE PLAN SHEETS FOR SPECIFIC MEDIAN ISLAND
LOCATIONS AND TYPES
7. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL
DITCH GRADES
8. GEOTEXTILE FOR SOIL STABILIZATION FROM
STA -L- 12 + 00 TO 12 + 50 AND FROM STA
-L- 16+14 TO 16+64
9. SEE PLAN SHEETS FOR PEDESTRIAN HANDRAIL LOCATIONS.
PAV EMENT SCHEDULE
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C� AT AN QVERAGE RATE OF 220 LBS. PER SQ. YD.
J� PROPOSED 8" AGGREGATE BASE COURSE
J2 PROPOSED 6" AGGREGATE BASE COURSE
J� PROPOSED AGGREGATE BASE COURSE fSHOULDER - MATCH
ADJACENT BASE DEPTHJ
� PROPOSED COMPACTED EARTH MATERIAL
R� 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
U EXISTING PAVEMENT
/ �2 ��/I�K DE�OT �REEI�W/I�'�

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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1. SEE PLANS FOR SPECIFIC MULTI-USE PATH LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
5. SEE CROSS SECTIONS FOR SPECIFIC FILL SLOPES
FI LL SLOPE 3:1 -L- FROM STA. 10 + 70 TO 11 + 80 LT
6. SEE PLAN SHEETS FOR SPECIFIC MEDIAN ISLAND
LOCATIONS AND TYPES
7. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL
DITCH GRADES
8. GEOTEXTILE FOR SOIL STABILIZATION FROM
STA -L- 12 + 00 TO 12 + 50 AND FROM STA
-L- 16+14 TO 16+64
9. SEE PLAN SHEETS FOR PEDESTRIAN HANDRAIL LOCATIONS.
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J� PROPOSED 8" AGGREGATE BASE COURSE
J2 PROPOSED 6" AGGREGATE BASE COURSE
J� PROPOSED AGGREGATE BASE COURSE fSHOULDER - MATCH
ADJACENT BASE DEPTHJ
� PROPOSED COMPACTED EARTH MATERIAL
R� 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED)
U EXISTING PAVEMENT
T�'� Cq� ��CT 0�
//'—/2'

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NOTES:
1. SEE PLANS FOR SPECIFIC MULTI-USE PATH LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
5. SEE CROSS SECTIONS FOR SPECIFIC FILL SLOPES
FI LL SLOPE 3:1 -L- FROM STA. 10 + 70 TO 11 + 80 LT
6. SEE PLAN SHEETS FOR SPECIFIC MEDIAN ISLAND
LOCATIONS AND TYPES
7. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL
DITCH GRADES
8. GEOTEXTILE FOR SOIL STABILIZATION FROM
STA -L- 12 + 00 TO 12 + 50 AND FROM STA
-L- 16+14 TO 16+64
9. SEE PLAN SHEETS FOR PEDESTRIAN HANDRAIL LOCATIONS.

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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� � I � 2"x4" RED RECTANGULAR METAL PHONE. [phone]
i 2'x4'xl/4'CHAIyNEL i � REF�EcroR, z PER eo��aR� FAx: �9i9� 6� #-zoso
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i = � ° -
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i i FOR ANCHOR BOLTS i i =� °°� °_�
B C � • DlA CHOR o D i I I I I I. �;�/ ` FNCI ���Q Q���
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@ 3600 PSI
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� CONTRACTOR �IAY PROV�DE ALTERNATE BOLLARD W 0 0 D B O L LA R D
DESIGN AS APPROVED BY THE CITY.
NOTES
1. ALL WOOD SHALL BE PRESSURE TREATED WITH
' " CHROMATED COPPER ARSENATE @ NET RETENTION
6 —6
� OF 0.40 LBS/C.F. WOOD SHALL BE DRIED
I AFTER TREATMENT.
A B �
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MARKINGS DET AlL
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EQ BOLLARD IyOTES: TH
l. BOLLARD POSTS AT l/yTERSECTIOIyS TO BE REFLECTORIZED.
C 2. BOLLARD PLACEMEIyT OFFSET FROM NyTERSECTIONS lS A MlNI�UiW
OF 5 FEET.
3. BOLLARD AND SIGNS TO BE INSTALLED BY THE CONTRACTOR.
' >> 4. REFER TO PLANS FOR LOCATIONS OF WOOD BOLLAROS. ►�OOD BOLLAROS
4- 6 WILL NOT BE REQUIRED WHERE MOTOR VEHICLE ACCESS lS PREVENTED
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1. A�� CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH O Q Jc LA�UD�IUG AREA
`^ a
2 TYPE OF PIPE TO BE USED IS 1-5�8" MAX. O.D. STEE� PIPE O� � o
3. I N S T A L � N O C L O S E R T H A N 1'— 6" F R O M T H E E D G E 0� T H E T R A I L %RA�L LOIIIGI%UD�IUAL SLO�E W �
4. AL� JOINTS TO HA�E A 1�2 �IL�ET WE�D AT ALL JOINTS. �I� o a
5. A�TER INSTA�LATION PAINT ASSEMB�Y WITH 1 COAT META� PRIMER AND 2 COATS BROWN A�� WEATHER ENAME� �� a
OR AS DIRECTED BY THE TOWN. OoO��6 ��
6. A�� WE�DS TO BE GROUND SMOOTH TO THE TOUCH —
7. CONCRETE FOOTING TO BE 1' X 1' SQUARE
8. ON CONCRETE SECTIONS 0� TRAI�, INSTA�� #4 BARS UP TO 1' X 1' SQUARE FOOTING �
P �AN VI EW =
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KHA PROJECT:
012622011
DATEe
3-8-2019
FINAL PLANS
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Kimley>>> Horn
TIE PROPOSED WHEELCHAIR RAMP 4zi FAVETTEvi��E sT, suirE 600
TO EDGE OF EXISTING ASPHALT RA�EicH, Nc 2�6oi
PHONE. [phone]
EXPANSION JOINT
Nc ucENSE �F-oio2
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SCORED CONTRACTION JOINT �`� �� CQI�O���'�,
EXPANSION JOINT
; O �OFESyp° °,y� y,�
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ASPHALT ;;° RAMP ASPHALT � e�
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8.33% • I
MAX
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SEAL
DECTECTABLE DOMES
6'
O CONCRETE GREENWAY CURB RAMP
�DIRECTIONA��
NorEso
IeCONSTRUCT THE WALKING SURFACE OF THE DETECTABLE DOMES WITH SLIP RESISTANCE
AND A 70% CONTRASTING COLOR TO THE SIDEWALK.
2. ALL REQUIREMENTS OF NCDOT STANDARD DETAIL 848.05 APPLYo
3, CONCRETE GREENWAY CURB RAMPS WILL BE PAID FOR AT THE CONTRACT UNIT
PRICE PER EACHe
"CONCRETE GREENWAY CURB RAMPS WITH DETECTABLE DOMES"
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E�EVATION VIEW q �
KHA PROJECT:
012622011
DATEe
O CONCRETE PARKING WHEE�STOP DETAI� 3-8-2019
� N OT TO S CA�E� FINAL PLANS
2D

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Kimley>>> Horn
421 FAYETTEVILLE ST, SUITE 600
RALEIGH, NC 27601
PHONE. [phone]
FAX: [phone]
NC LICENSE �F-0102
02019
CQRp��t'r.°_ i
= ` SEAL
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KHA PROJECT:
012622011
DATEe
3-8-2019
FINAL PLANS
2E

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1 TEM
NUMBER
0000100000-N
0000400000-N
0043000000-N
0057000000-E
0195000000-E
0196000000-E
0318000000-E
0320000000-E
0372000000-E
0448200000-E
0448300000-E
0448400000-E
1121000000-E
1519000000-E
1575000000-E
2209000000-E
2286000000-N
2364000000-N
2591000000-E
2605000000-N
2647000000-E
3628000000-E
3649000000-E
3656000000-E
4025000000-E
4072000000-E
4102000000-N
4457000000-N
4685000000-E
4695000000-E
4710000000-E
4725000000-E
4850000000-E
4900000000-N
4915000000-E
4955000000-N
SEC
#
800
801
226
226
265
270
300
300
310
310
310
310
520
610
620
838
840
840
PSP
PSP
PSP
848
848
852
PSP
876
876
876
901
903
904
SP
1205
1206
1205
1205
1205
1251
1264
1264
C��1
1
1
1
425
400
400
30
100
48
104
36
92
1716
330
20
2
1
1
350
6
3
35
6
50
24
40
30
85
150
400
44
1
1430
250
130
11
470
20
3
3
UNIT
LS
LS
LS
CY
CY
SY
TON
SY
LF
LF
LF
LF
TON
TON
TON
CY
EA
EA
LF
EA
EA
SY
EA
SY
EA
TON
TON
SY
SF
LF
EA
LS
LF
LF
LF
EA
LF
EA
EA
EA
DESCR/PTION
Mobilization
Construction Surveying
Grading
Undercut Excavation
Select Granular Material
Geotextile for Soil Stabilization
Foundation Conditioning Material, Minor Structures
Foundation Conditioning Geotextiles
18" RC Pipe Culverts, Class III
15" RC Pipe Culverts, Class IV
18" RC Pipe Culverts, Class IV
24" RC Pipe Culverts, Class IV
Aggregate Base Course
Asphalt Concrete Surface Course, Type S9.SB
Asphalt Binder for Plant Mix
Endwalls
Masonry Drainage Structures
Frame With Two Grates, STD 840.16
Pedestrian Handrail
Wood Bollards
Hinged Metal Bollards
4" Concrete Sidewalk
Concrete Curb Ramp
5" Monolithic Concrete Islands (Surface Mounted)
Concrete Parking Wheelstops
Rip Rap, Class I
Rip Rap, Class B
Geotextile For Drainage
Contractor Furnished, Type E Sign
Supports, 3-LB Steel U-Channel
Sign Erection, Type E
Temporary Traffic Control
Thermoplastic Pavement Marking Lines (4", 90 Mils)
Thermoplastic Pavement Marking Lines (8", 90 Mils)
Thermoplastic Pavement Marking Lines (24", 90 Mils)
Thermoplastic Pavement Marking Symbol (90 Mils)
Removal of Pavement Marking Lines, 4"
Permanent Raised Pavement Markers
7' U-Channel Posts
Obj ect Marker (Type 4) -(End of Road)
I TEM
NUMBER
4957000000-N
6084000000-E
6087000000-E
6133000000-N
SEC
#
1264
1660
1660
SP
PSP
PSP
C•�
2
3
3
1
364
2
UNIT
EA
AC
AC
LS
LF
EA
DESCR/PT/ON
Object Marker (Type 1)
Seeding and Mulching
Mowing
Generic Erosion Control Item - Erosion Control Lump Sum
Boardwalk
RRFB Assembly -(includes 2 per set)

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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IN CUBIC YARDS
LOCATION UNCLASSIFIED
STATION STATION EXCAVATION UNDERCUT EMBT+20% BORROW WASTE
-Ll- 10 + 01.55 12 + 50.00 22 0 1436 1414 0
-Ll- 16 + 14.00 28 + 95.14 776 0 593 42 225
-L2- 29 + 34.86 30 + 92.00 150 0 7 0 143
-Y2- 10 + 50.00 13 + 05.50 49 0 0 0 49
-Dl- 10 + 17.50 10 + 92.68 61 0 6 0 55
-D1- 11 + 02.68 10 + 54.49 490 0 60 0 430
SUBTOTALS 1548 0 2102 1456 902
ADJUSTMENTS:
LOSS DUE TO CLEARING & GRUBBING -100
EARTH WASTE TO REPLACE BORROW -677 -677
ESTIMATED SHOULDER MATERIAL 20 20
PROJECT TOTALS 1448 2122 799 225
EST. 5% FOR REPLACING TOPSOIL ON BORROW PITS 40
GRAND TOTALS 1448 839
SAY 1450 840 225
Note: Approximate quantities only. Unclassified excavation, borrow excavation,
fine grading, clearing and grubbing, and removal of existing pavement
will be paid for at the lump sum price for "Grading"
Note: Embankment column does not include backfill for undercut.
REMOVAL OF EXISTING ASPHALT PAVEMENT
LINE STATION TO STATION LOCATION SQ. YDS.
-L2- 30 + 2 7 TO 30 + 92 LT 92
TOTAL 92
SAY 100

.
DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
Pl Sto 10+50.53
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D = 38/° 58' 18.7"
L = 22.08'
T = 13.59'
R = 15.00'
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L = 92J6'
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Pl Sto 10+90.00
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L = 154.44'
T = 90.00'
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PIPE HYDRAULIC DAT A
48 LF - l8" RCP -lll
DESIGN DISCHARGE = 6e90 CFS
DESIGN FREQUENCY = l0 YRS
DESIGN HW ELEV AT lON = 349.76 FT
BASE DISCHARGE = 7d50 CFS
BASE FREQUENCY = 25 YRS
BASE HW ELEV AT lON = 349.85 FT
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421 FAYETTEVILLE ST, SUITE 600
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KHA PROJECT:
012622011
DATEe
3-8-2019
FINAL PLANS
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T lE T 0 EDGE OF GREENVV AY KHA PRo�ECT:
TlE EQUAUTY 012622011
DATEe
3-8-2019
320 - i- i � _ _ 320
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ELEV = 338<67' -D 1- DR/ VE � L O T FINAL PLANS
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DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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R OAD WA Y S TAI�DARD DRA WI1�lGS
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THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"-
ROADWAY DESIGN UNIT-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C.,
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
CONSIDERED A PART OF THESE PLANS:
SHEET N0.
TMP-1
I1�lDEX OF SHEE TS
TMP-2 - TMP-2A
STD. N0. TITLE
1101.01 WORK ZONE ADVANCED WARNING SIGNS
1101.02 TEMPORARY LANE CLOSURES
1101.04 TEMPORARY SHOULDER CLOSURES
1101.11 TRAFFIC CONTROL DESIGN TABLES
1110.01 STATIONARY WORK ZONE SIGNS
1110.02 PORTABLE WORK ZONE SIGNS
1130.01 DRUM
1135.01 CONES
1145.01 BARRICADES
1150.01 FLAGGING DEVICES
1160.01 TEMPORARY CRASH CUSHION
1170.01 PORTABLE CONCRETE BARRIER
1205.01 PAVEMENT MARKINGS - LINE TYPES & OFFSETS
1205.02 PAVEMENT MARKINGS - 2 LANE & MULTILANE ROADWAYS
1205.04 PAVEMENT MARKINGS - INTERSECTIONS
1205.05 PAVEMENT MARKINGS - TURN LANES
1205.08 PAVEMENT MARKINGS - ARROW SYMBOLS AND WORD MESSAGES
1205.09 PAVEMENT MARKINGS - PAINTED ISLANDS
1205.11 PAVEMENT MARKINGS - RAILROAD CROSSINGS
1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING
1251.01 RAISED PAVEMENT MARKERS
1261.01 GUARDRAIL AND BARRIER DELINEATOR SPACING
1262.01 GUARDRAIL END DELINEATION
1264.02 PLACEMENT OF OBJECT MARKERS
TMP-3
TITLE
LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,
LEGEND AND INDEX OF SHEETS
GENERAL AND PHASING NOTES
ADVANCE WARNING SIGNS
GENERAL
� DIRECTION OF TRAFFIC FLOW
NORTH ARROW
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PROPOSED PVMT.
I�Ii : . _ : _
--------� EXIST. PVMT.
REMOVAL OF EXISTING PAVEMENT
TRAFFIC CONTROL DEVICES
TMP-4
TRAFFIC CONTROL PLANS
11
TYPE I BARRICADE
TYPE II BARRICADE
� TYPE III BARRICADE
. CONE
� DRUM QQ SKINNY DRUM
` � FLASHING ARROW PANEL (TYPE C)
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STATIONARY OR PORTABLE SIGN
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TRUCK MOUNTED IMPACT ATTENUATOR (TMIA)
LAW ENFORCEMENT
FLAGGER
PAVEMENT MARKINGS
Q CRYSTAL/CRYSTAL PAVEMENT MARKER
. YELLOW/YELLOW PAVEMENT MARKER
� CRYSTAL/RED PAVEMENT MARKER
� � PAVEMENT MARKING SYMBOLS

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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MA NA GEMEN T
STRA TEG/ES
CONSTRUCTION SUMMARY:
PROPOSED -L- (PARK DEPOT GREENWAY) WILL BE CONSTRUCTED ON NEW LOCATION AWAY
FROM TRAFFIC.
PROPOSED MED/AN ON -Y2- NC HWY 55 WILL BE CONSTRUCTED USING A COMB/NATION
OF TEMPORARY LANE CLOSURES, SHOULDER CLOSURES, AND TRAFFIC SHIFTS.
G ENERA L N O TES
ADAPT THE TRAFFIC CONTROL PLANS, WHEN D/RECTED BY THE ENGINEER, TO MEET FIELD
CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE
REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND
ROADWAY DETAILS ARE NOT ATTA/NABLE, OR RESULT IN DUPLICATE, OR UNDESIRED
OVERLAPP/NG OF DEVICES. MODIF/CATION MAY INCLUDE: MOVING, SUPPLEMENTING,
COVER/NG OR REMOVAL OF DEVICES.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE
CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED /N THE PLAN,OR
D/RECTED BY THE ENGINEER.
TIME RESTRICTIONS
A) DO NOT CLOSE OR NARRO W TRAVEL LANES AS FOLLOWS:
ROAD NAME DAY AND TIME RESTR/CTIONS
7. NC HWY 55
6: 00 AM - 9: 00 AM AND 4: 00 PM - 7: 00 PM
(MONDAY - FR/DAY)
B) DO NOT PERFORM ANY WORK ANYWHERE ON THE PROJECT AS FOLLOWS:
1. FOR NEW YEAR'S, BETWEEN THE HOURS OF 4 PM DECEMBER 31 ST TO 9 AM JANUARY 2ND.
IF NEW YEAR'S DAY IS ON A SATURDAY OR A SUNDAY, THEN UNTIL 9 AM THE
FOLLOWING TUESDAY.
2. FOR EASTER, BETWEEN THE HOURS OF 4 PM THURSDAY AND 9 AM MONDAY.
3. FOR MEMOR/AL DAY, BETWEEN THE HOURS OF 4 PM FRIDAY TO 9 AM TUESDAY.
4. FOR /NDEPENDENCE DAY, BETWEEN THE HOURS OF 4 PM THE DAY BEFORE /NDEPENDENCE
DAY AND 9 AM THE DAY AFTER INDEPENDENCE DAY.
IF INDEPENDENCE DAY IS ON A SATURDAY OR SUNDAY, THEN BETWEEN THE HOURS
OF 4 PM THE THURSDAY BEFORE INDEPENDENCE DAY AND 9 AM THE TUESDAY
AFTER /NDEPENDENCE DAY.
5. FOR LABOR DAY, BETWEEN THE HOURS OF 4 PM FR/DAY TO 9 AM TUESDAY.
6. FOR THANKSGIVING, BETWEEN THE HOURS OF 4 PM TUESDAY TO 9 AM MONDAY.
7. FOR CHRISTMAS, BETWEEN THE HOURS OF 4 PM THE FR/DAY BEFORE THE WEEK OF
CHRISTMAS DAY AND 9 AM THE FOLLOWING MONDAY AFTER THE WEEK OF CHRISTMAS.
GENERAL RESTRI CTIONS
C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN
TRAVELWAY UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR
OTHERWISE D/RECTED BY THE ENGINEER.
LANE AND SHOULDER CLOSURE REQU/REMENTS
D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED
BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS
D/RECTED BY THE ENGINEER.
E) WHEN PERSONNEL AND/OR EQU/PMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL
LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO.
1101.04 UNLESS THE WORK AREA /S PROTECTED BY BARRIER OR GUARDRAIL.
F) WHEN PERSONNEL AND/OR EQU/PMENT ARE WORK/NG ON THE SHOULDER ADJACENT TO AN
UND/V1DED FACILITY AND WITH/N 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST
OPEN TRAVEL LANE US/NG ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK
AREA /S PROTECTED BY BARR/ER OR GUARDRAIL.
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORK/NG WITH/N A LANE OF TRAVEL OF AN
UNDIVIDED OR DIV/DED FACILITY, CLOSE THE LANE ACCORD/NG TO THE ENGINEER.
CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITH/N THE
CLOSED TRAVEL LANE.
H) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITH/N THE
SAME LOCATION, ON A TWO-LANE, TWO-WAY ROAD.
1) DO NOT PERFORM WORK /NVOLVING HEAVY EQU/PMENT WITH/N 15 FT OF THE EDGE OF
TRAVELWAY WHEN WORK IS BE/NG PERFORMED BEH/ND A LANE CLOSURE ON THE OPPOSITE
SIDE OF THE TRAVELWAY.
PAVEMENT EDGE DROP OFF REQU/REMENTS
J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN
AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS:
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF
45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 3/NCHES ON ROADWAYS WITH POSTED SPEED LIMITS
LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATER/AL, AS APPROVED BY THE ENGINEER.
K) DO NOT EXCEED A DIFFERENCE OF 1.5 INCHES /N ELEVAT/ON BETWEEN OPEN LANES OF
TRAFFIC. INSTALL ADVANCE WARNING "UNEVEN LANES" S/GNS (W8-11) 500 FT IN
ADVANCE OF THE UNEVEN AREA.
TRAFFIC PATTERN ALTERATIONS
L) NOTIFY THE ENGINEER TWENTY ONE (27) CALENDAR DAYS PR/OR TO ANY TRAFFIC
PATTERN ALTERATION.
SIGN/NG
M)
N)
O)
/NSTALL ADVANCE WORK ZONE WARN/NG SIGNS WHEN WORK IS WITHIN 100 FT FROM THE
EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PR/OR TO THE BEGINN/NG
OF CONSTRUCTION.
WHEN NO WORK IS BEING CONDUCTED FOR A PER/OD LONGER THAN ONE WEEK, REMOVE
OR COVER ALL ADVANCE WORK ZONE WARN/NG SIGNS, AS D/RECTED BY THE ENGINEER.
PROV/DE PERMANENT S/GN/NG.
ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTER/NG ANY TRAFFIC
PATTERN.
TRAFFI C CONTROL DEVI CES
P)
Q)
SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED
SPEED LIMIT (MPH), EXCEPT 10 FT ON-CENTER /N RADII, AND 3 FT OFF THE EDGE OF
AN OPEN TRAVELWAY, WHEN LANE CLOSURES ARE NOT IN EFFECT.
PLACE TYPE lll BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF
SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. STAGGER OR OVERLAP BARRICADES TO
ALLOW FOR /NGRESS OR EGRESS.
PAVEMENT MARKINGS AND MARKERS
R) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE AS
FOLLOWS:
ROAD NAME MARKING MARKER
1. ALL STREETS THERMOPLASTIC RAISED
S) INSTALL TEMPORARY PAVEMENT MARK/NGS AND ON /NTERIM LAYERS OF PAVEMENT AS
FOLLOWS:
ROAD NAME
MARKING
MARKER
1. NC 55 PAINT RAISED
T) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
U)
v�
REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH
DAY'S OPERATION.
TRACE THE EDGE OF PROPOSED MONOLITHIC ISLANDS WITH THE PROPER COLOR PAVEMENT
MARKING PR/OR TO INSTALLATION OF A PROPOSED MONOLITHIC ISLAND.
W) PLACE AT LEAST TWO APPLICATIONS OF PAINT ON NEW ASPHALT W/TH TEMPORARY
TRAFFIC PATTERNS WHICH WILL REMA/N /N PLACE OVER THREE (3) MONTHS. PLACE
ADDITIONAL APPLICAT/ONS OF PA/NT UPON SUFFICIENT DRYING TIME, AS DETERMINED
BY THE ENGINEER.
X) REMOVE EXISTING MARK/NGS WHICH CONFLICT WITH NEW TEMPORARY OR PERMANENT
MARKINGS.
MISCELLANEOUS
Y)
Z)
LAW ENFORCEMENT MAY BE USED TO MAINTAIN TRAFF/C THROUGH M/DBLOCK CROSSING.
PLACE DRUMS TO DELINEATE PROPOSED ISLAND BEFORE INSTALLATION.

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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PHAS/NG NO TES
PHASE /
/F WORK /S NOT PURSUED W/TH/N 3 DAYS OF S/GN /NSTALLAT/ON, THE WORK ZONE
ADVANCE WARN/NG S/GNS SHALL BE COVERED OR REMOVED /N A METHOD APPROVED BY
ENG/NEER. THESE COVER/NGS SHALL BE MADE /N ACCORDANCE W/TH SECT/ON 1110 OF THE
NCDOT STANDARD SPEC/F/CAT/ONS.
STEP 1:
PR/OR TO ANY CONSTRUCT/ON ACT/V/TY, THE CONTRACTOR SHALL /NSTALL WORK ZONE
ADVANCE WARN/NG S/GNS AS SHOWN ON SEET TCP-3 FOR THE FOLLOW/NG LOCAT/ONS:
JUDD PARKWAY
NC HWY 42
FLEM/NG LOOP RD
CAMERONWOOD DR/VE
STEP 2:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSU 1101.02, SHEET 1 OF 9, AND
1101.04, THE CONTRACTOR SHALL PLACE TEMPORARY BARR/ER, AS SHOWN ON SHEET TCP-4:
- -Y2- STA 18+50 - STA 20+05 (LEFT)
AWAY FROM TRAFF/C, CONSTRUCT ALL NEW LOCAT/ON ROADWAY ALONG -L- (STA 15+75 -
STA 38+25). COORD/NATE CONSTRUCT/ON OF RA/LROAD CROSS/NG W/TH NORFOLK SOUTHERN.
(CONSTRUCT/ON OF -L- MAY OCCUR DUR/NG ANY STEPS AND PHASES PR/OR TO PHASE
/V-STEP 5, AND THUS /S NOT REQU/RED TO BE COMPLETED W/TH/N TH/S PHASE AND STEP.)
STEP 3:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RS� 9101.02, SHEET 1 OF 9, AND
1101.04, AND ACCESS TO ALL DR/VEWAYS, THE CONTRACTOR SHALL CONSTRUCT THE
FOLLOW/NG, AS SHOWN ON SHEET TCP-4:
-/NSTALL TEMPORARY SHOR/NG FROM -Y2- STA 18+97 - STA 19+80 (LEFT)
- TEMPORARY W/DEN/NG FROM -Y2- STA 17+40 - STA 21 +25 (LEFT)
PHASE //
STEP 1:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C US/NG RSD 9101.02, SHEET 1 OF 9, AND
1707.04, THE CONTRACTOR SHALL RELOCATE TEMPORARY BARR/ER, AS SHOWN ON SHEET
TCP-4:
- -Y2- STA 18+50 - STA 20+05 (LEFT)
STEP 2:
WORK/NG /N A CONT/NUOUS MANNER, WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD
1101.02, SHEET 1 OF 9, THE CONTRAGTOR SHALL /NSTALL TEMPORARY PAVEMENT MARK/NGS
AND SH/FT TRAFF/C TO THE NEW PATTERN, AS SHOWN ON SHEET TCP-4:
- -Y2- STA 17+40 - STA 27+54.47
STEP 3:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 7 OF 9, AND
1101.04, THE CONTRACTOR SHALL PLACE TEMPORARY BARR/ER, AS SHOWN ON SHEET TCP-4:
- -Y2- STA 18+30 - STA 20+40 (R/GHT)
STEP 4:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 7 OF 9, AND
1101.04, AND ACCESS TO ALL DR/VEWAYS, THE CONTRACTOR SHALL CONSTRUCT THE
FOLLOW/NG, AS SHOWN ON SHEET TCP-4:
-/NSTALL TEMPORARY SHOR/NG FROM -Y2- STA 18+97 - STA 19+80 (R/GHT)
- MOMENT SLAB BARR/ER RA/L, FROM -Y2- STA 79+12 - STA 19+62 (R/GHT)
- W/DEN/NG UP TO THE PROPOSED GRADE, BUT NOT /NCLUD/NG THE F/NAL SURFACE
COURSE, FROM -Y2- STA 11 +20 - STA 27+54.47 (R/GHT)
-/NSTALL GUARDRA/L FROM -Y2- STA 77+40 - STA 20+40 (R/GHT)
PHASE ///
STEP 1:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 9, AND
1101,04, THE CONTRACTOR SHALL CUT/REMOVE TEMPORARY SHOR/NG (R/GHT) AND PORTABLE
CONCRETE BARR/ER /NSTALLED DUR/NG PHASE //,
STEP 2;
WORK/NG /N A CONT/NUOUS MANNER, WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD
1101.02, SHEET 1 OF 9, THE CONTRACTOR SHALL /NSTALL TEMPORARY PAVEMENT MARK/NGS
AND SH/FT TRAFF/C TO THE NEW PATTERN, AS SHOWN ON SHEET TCP-5:
- -Y2- STA 12+90 - STA 21 +54.47
STEP 3:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/G, US/NG RSD 1101.02, SHEET 1 OF 9, AND
1101.04, THE CONTRACTOR SHALL RELOCATE AND PLACE TEMPORARY BARR/ER, AS SHOWN ON
SHEET TCP-5:
- -Y2- STA 18+35 - STA 20+15 (LEFT)
STEP 4:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 9 901.02, SHEET 1 OF 9, AND
1101.04, THE CONTRACTOR SHALL /NSTALL TEMPORARY SHOR/NG FROM -Y2- STA 18+90 -
STA 19+90 (LEFT)
STEP 5:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 9, AND
1109.04, AND ACCESS TO ALL DR/VEWAYS, THE CONTRACTOR SHALL CONSTRUCT THE
FOLLOW/NG, AS SHOWN ON SHEET TCP-5:
- REMOVE TEMPORARY SHOR/NG FROM -Y2- STA 98+97 - STA 19+80 (LEFT) (PHASE /)
- REMOVE TEMPORARY W/DEN/NG FROM -Y2- STA 17+40 - STA 21 +25 (LEFT) (PHASE /)
- CONSTRUCT/ON MOMENT SLAB BARR/ER RA/L, FROM -Y2- STA 19 + 17 - STA 19 + 62 (LEFT)
- W/DEN/NG UP TO THE PROPOSED GRADE, BUT NOT /NCLUD/NG THE F/NAL SURFACE
COURSE, FROM -Y2- STA 14+49 - STA 21 +54.47 (LEFT)
-/NSTALL GUARDRA/L FROM -Y2- STA 18+30 - 20+23 (LEFT)
PHASE /V
STEP 1:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 15, THE
CONTRACTOR SHALL CUT/REMOVE ALL TEMPORARY SHOR/NG AND PORTABLE CONCRETE BARR/ER.
STEP 2:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 15, THE
CONTRACTOR SHALL /NSTALL TEMPORARY MARK/NGS /N F/NAL PATTERN.
STEP 3:
WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 15, THE
CONTRACTOR SHALL CONSTRUCT THE FOLLOW/NG:
-/NSTALL THE F/NAL SURFACE COURSE ON -Y2-.
STEP 4:
UPON COMPLET/ON OF ALL ASPHALT PAV/NG, WORK/NG /N A CONT/NUOUS MANNER AND US/NG
RSD 1101.02, SHEET 1 OF 15, /NSTALL THE F/NAL PAVEMENT MARK/NGS AND MARKERS AND
/NSTALL PERMANENT S/GN/NG THROUGHOUT THE PROJECT. REMOVE TEMPORARY MARK/NG
PLACED OUTS/DE OF RESURFAC/NG L/M/TS.
STEP 5:
OPEN ALL ROADS TO TRAFF/C AND REMOVE ALL ADVANCE WARN/NG S/GNS.

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R OAD WA Y S TAI�DARD DRA WI1�G
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
CONSIDERED A PART OF THESE PLANS:
STD. N0.
904.10
904.50
1205.01
1205.02
1205.04
1205.05
1205.07
1205.08
1205.09
1250.01
1251.01
1264.01
1264.02
I���A�
ORIENTATION OF GROUND MOUNTED SIGNS
MOUNTING OF TYPE 'D', 'E' AND 'F' SIGNS ON 'U' CHANNEL POSTS
PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED HIGHWAYS
PAVEMENT MARKINGS - INTERSECTIONS
PAVEMENT MARKINGS - TURN LANES
PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS
PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES
PAVEMENT MARKINGS - PAINTED ISLANDS
PAVEMENT MARKER SPACING
RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
OBJECT MARKERS
PLACEMENT OF OBJECT MARKERS
PA VEME11lT
MARKI11lG SCHED ULE
DESCRIPTION
FINAL
PAVEMENT MARKINGS
THERMOPLASTIC (24", 90 MILS)
T2 WHITE STOPBAR
T3 WHITE CROSSWALK LINE
THERMOPLASTIC (4", 90 MILS)
TA WHITE EDGELINE
TD WHITE 3' - 9'/SP MINI-SKIP
TE WHITE SOLID LANE LINE
TH YELLOW SINGLE CENTER
TI YELLOW DOUBLE CENTER
THERMOPLASTIC (8", 90 MILS)
TN WHITE GORELINE
TO WHITE DIAGONAL
TP YELLOW DIAGONAL
THERMOPLASTIC PAVEMENT MARKING
SYMBOLS (90 MILS)
UA LEFT TURN ARROW
UH HANDICAP PARKING
UN 24" YIELD LINE TRIANGLE
VN
MA
MB
POLYUREA
8" WHITE GORE LINE
PAVEMENT MARKER SYMBOLS
YELLOW & YELLOW
CRYSTAL & RED
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN,
OR DIRECTED BY THE ENGINEER.
SIGNING
. IF REMOVAL OR RELOCATION OF SIGNS ON PRIVATE STREET (NON-STATE
MAINTAINED) IS REQUIRED DUE TO CONSTRUCTION, THE CONTRACTOR
SHALL INFORM THE ENGINEER. THE WORK WILL BE COMPLETED BY OTHERS.
. WHEN NOT STATIONED OR DIMENSIONED ON PLANS, ALL 'E' AND 'F' SIGNS
SHALL BE FIELD LOCATED BY THE ENGINEER.
. ALL EXISTING SIGNS ON "U" CHANNEL POST WITHIN THE PROJECT LIMITS SHALL BE
REMOVED AND DISPOSED OF UNLESS OTHERWISE NOTED ON PLANS.
. WHEN EXISTING SIGNS ARE REMOVED AND INSTALLED ON NEW SUPPORTS,
THE RE-ERECTION SHALL IMMEDIATELY FOLLOW THE REMOVAL.
. THE BACKGROUND FOR TYPE E& F SIGNS SHALL BE TYPE C REFLECTIVE SHEETING.
PAVEMENT MARKING
A) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE
AS FOLLOWS:
ROAD NAME
-L1- PARK DEPOT GREENWAY
-L2- PARK DEPOT GREENWAY
-Y2- NC HWY 55
-D1- DRIVEWAY
:
C)
D)
GEI�ERAL 1�OTES
MARKING
THERMOPLASTIC
THERMOPLASTIC
THERMOPLASTIC
THERMOPLASTIC
MARKER
NONE
NONE
PERMANENT RAISED
NONE
TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS.
STOP BAR LOCATION AT NON-SIGNALIZED INTERSECTIONS MAY BE ADJUSTED AS
DIRECTED BY THE ENGINEER.
E) UNLESS OTHERWISE SPECIFIED, HEATED-IN-PLACE THERMOPLASTIC MAY BE USED
IN LIEU OF EXTRUDED THERMOPLASTIC FOR ARROWS, STOP BARS, SYMBOLS,
CHARACTERS AND DIAGONALS. IF HEATED-IN-PLACE IS USED, IT SHALL BE PAID
FOR USING THE EXTRUDED THERMOPLASTIC PAY ITEM.
F) SEE ROADWAY PLANS FOR ALTERNATE CURB RAMP DESIGNS WHEN INDICATED
ON PAVEMENT MARKING DETAIL SHEETS.

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PAVEMENT MARKING LINES & SYMBOLS
TA - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE SOLID EDGELINE
TD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' x 9'
TE - THERMOPLASTIC (4" WHITE 90 MILS) SOLID LANE LINE
TH - THERMOPLASTIC (4" YELLOW, 90 MILS) SINGLE CENTER LINE
TI - THERMOPLASTIC (4" YELLOW, 90 MILS) DOUBLE CENTER LINE
TN - THERMOPLASTIC (8" WHITE 90 MILS) WHITE GORELINE
TO - THERMOPLASTIC (8" WHITE 90 MILS) WHITE DIAGONAL
TP - THERMOPLASTIC (8" YELLOW, 90 MILS) DIAGONAL
T2 - THERMOPLASTIC (24", 90 MILS) WHITE STOPBAR
T3 - THERMOPLASTIC (24", 90 MILS) WHITE CROSSWALK LINE
UA - THERMOPLASTIC (90 MILS) LEFT TURN ARROW
UH - THERMOPLASTIC (90 MILS) HANDICAP PARKING
UN - THERMOPLASTIC (90 MILS) 24" YIELD LINE TRIANGLE
VN - POLYUREA (8") WHITE GORELINE
MA - PERMANENT RAISED MARKER YELLOW & YELLOW
MB - PERMANENT RAISED MARKER CRYSTAL & RED
PLANS PREPARED BY:
Kimley>>> Horn
421 FAYETTEVILLE ST, SUITE 600
RALEIGH, NC 27601
PHONE. [phone]
FAX: [phone]
NC LICENSE �F-0102
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012622011
DATEe
3-8-2019
FINAL PLANS
PM-4

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PLANS PREPARED BY:
COMBINED CLEARIN�AND FINAL PHASES
FOR CONSTRU TION SHEET 4
GENERAL NOTES: Kimley>>> Horn
1. WHERE SILT FENCES ARE LOCATE BELOW STORM DRA/N OUTLETS,
THE/R LOCATIONS MUST BE MOD FIED AS THE STORM DRAINS ARE 4zi FAVETTEvi��E sT, suirE 600
INSTALLED SO THAT THE FENCES WILL PASS OVER THE PIPE OUTLETS. RA�EicH, Nc 2�6oi
PHONE. [phone]
FAX: [phone]
2. REINFORCED SILT FENCE OUTL TS`MUST BE ADDED /N THE FIELD Nc ucENSE �F-oio2
020�9
WHENEVER LOW PO/NTS ARE E COUNTERED ALONG S/LT FENCE RUNS.
���iiiiiiiiii
3. ALL RIPRAP ENERGY DISSIPAT RS ARE TO BE DESIGNED IN AGCORDANCE ���`��'�� �QRQ�''%
WITH DETAILS A AND B AS SH WN ON SHEET ERO-8 ����FESS�����.�%
4. USE ROLLED EROS/ON CONTR L PRODUCTS ON ALL - SEQL
CUT/FILL SLOPES AS NECESS RY FOR STABIL/ZATION. - ° 37H27 �
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INSTALL TEMPORARY CLEAN
INSTALL TEMPORARY ROCK WATER D/VERS/ON D1TCH '
SILT CHECK TYPE 'A' W/ GEOTEXT/LE FOR SO/L .
1' WEIR HEIGHT STAB/L/ZAT/ON
NCDOT STD 1633.01 SEE SHEET ERO-8
SEE SHEET ERO-7 �ryp��A��
(TYPICAL)
INSTALL S/LT FENCE
INSTALL TEMPORARY CLEAN OUTLET SEE SHEET ERO-6 BZ 2
WATER DIVERS/ON D/TCH (TYP/CAL) �
SEE SHEET ERO-8 BZ 2
W/ CLASS 1 RIP RAP L1NER BZ ,
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� 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY � � �� � _ -- -- f _ � �� ' � {�ti / /�h�;, � � �, � � •` 1 ` ` � � �
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�U CLEARING AND GRUBBING IS PERFORMED. ��; �� � ' �' � ° �� I c
� 2. C O N T R A C T O R T O A C C E S S B O A R D W A L K A N D C U L V E R T L O C A T I O N S U S I N G P R O P O S E D I N S T A L L T E M P O R A R Y G R A V E L �� ' /' � �� � �
a � � , � ` � .�m 1 STA L TEMPORARY � � �, L � �
\ G R E E N W A Y P A T H F O O T P R I N T. U S E M U D M A T S ( S E E E R O S I O N C O N T R O L D E T A I L S) C O N S T R U C T/ O N E N T R A N C E F % / �� , , � � � a� Q
;� ' EDI ENT FENCE o o �
p I N W E T L A N D A R E A S A N D O T H E R L O W A R E A S T O � i M i r i n n P a c r s. NCDENR PRACTICE 6.OG.7 � � / 1\ , � ` � � c �,
cv � �' � l � �- DU NG CLEARING PHASE , . - '�' o � Q
N 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS � / � ,-- „�m " � \/ a
N D I K E S, S P E C I A L S T I L L I N G B A S I N S, A N D B Y P A S S I N G P U M P I N G ( D E W A T E R I N G M E T H O D ; i ; , /�'�� � A N M A/ N T A I N T H R O U G H O U T � � �. � a `� �
O INCIDENTAL TO BOARDWALK INSTALLATION). � / ; l � . C NSTRUCT/ON � a \ O
� 4. AFTER BOARDWALK AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL INSTALL CONCRETE � / � / %�� , CDENR PRACT/CE 6.G2.7 � ' �' � � z G �
,� DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATfING, WASHOUT STRUCTURE �, l � % � (TYPICAL) �, �, . �' �' � � OO
N � - m N � ' •F in a L
C SEEDING (SEE SHEET ERO-b), AND MULCH TO MAINTAIN A VIGOROUS, SEE SHEET ERO-7O % ; �� , DJU�"� TEMPORARY - '� � �
p DENSE, VEGETATIVE COVER. , �'
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� � , � � �� m SEDI ENT FEN�'E , �, �• �
o �' � � � � , INS ALL�D DURING `' �' � � � , �
� PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING �;' 'hm CL �4R/NG PHASE �y �' �i' ' V + � � Q
�s
O INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE ll �l O CE P/PE IS PLACED a,, . � �i' �' ' W
� SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT , , � � + ` � � M�
� INSTALLATION � � ,�, �, �. � � o
� � � � f �, �, . � ` � � � 0
, � GENERAL NOTES (TYPICAL ALL SHEETS): GENERAL NOTES (CONT) (TYPICAL ALL SHEETS): ,� �• � �' �' � � � � � � ., � � • �
� U
� 1. WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR 6. STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH � � � �, �, �. � �' �' � � ` o a
o LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS ARE INSTALLED SO DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT THE END �' �' � � �, �, �, �• � � �' � � a
� THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS. OF EACH WORK DAY. � �, �, �. � �% �' � � � � , �, �, �• a
i 2. SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS 7. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED �, �, �. � �'% �' �
p ARE ENCOUNTERED ALONG SILT FENCE RUNS. AT THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL � � �% �' � � � � � �, �, . - �% �' ?' Z
N 3. USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUTIFILL SLOPES ADEQUATE PERMANENT GROUND COVER IS PROVIDED. �, �, �. � �% �' �' � � �, . a
N INCLUDING BASINS AS NECESSARY FOR STABILIZATION 8. CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT � � � � �, �, �. � � ' ` � � � � o
O 4. DO NOT ALLOW CONCRETE DUSTIWASTEIWASTEWATER INTO STORM DRAIN TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE .�, �. � � �' �' � , ., �* �' �' �
o OR OFF-SITE. ALL SEDIMENT MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO � � � �, �, �. � �' �' � � "' �
� METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST ` �' �. �: LEGEND fAPPUES TO ALL SHEETSI o
o OF ROADS, DRIVEWAYS, OR PARKING LOTS. BE REPAIRED AT THE CONTRACTORS EXPENSE. , . � �% �' � � � � —
� 5. MINIMIZE BUFFER DISTURBANCE AS MUCH AS POSSIBLE. WORK WITHIN � � � �'% ' �
, � ° �' � � DISTURBED AREA TEMPORARY ROCK SILT CHECK TYPE 'A' � = W
� BUFFER ZONE SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH 11�PDES GE11tERAL STORMWATER PERMIT �% � ~
Y OF TIME THAT DISTURBED AREAS ARE EXPOSED. ' � � � � ,, CONSTRUCTION LlMIT - - - - - -
SOIL STABILIZATI01� TIMEFRAMES �, �, �, �. � c F STORM DRAIN �NLET PROTECTION a�oo KHA PRo�E�T:
a o
SELF-I11iSPECTIONS AND SELF-MONITORING SHALL BE CONDUCTED � `°°°°' 012622011
� TEMPORARY SILT FENCE
IN ACCORDANCE WITH THE C011iDITIONS OF THE NPDES PERMIT 11i0. � � �' � DATEe 3-$-2019
NCG010000 AND NORTH CAROLINA GENERAL STATUE 113A-54.1(e) AND ' � � SILT FENCE OUTLET
SITE DESCRIPTION STABILIZATION T�ME TIMEFRAiWE EXCEPTIONS ` . . � ` TEMPORARY CONSTRUCTION
ISA NCAC 04B.O131 ,
PERIMETER DIKES, S�yALES. DITCHES AND SLOPES 7 DAYS NoNE HO 4O O HO � 6O ENrRANCE CONCRETE y�ASHOUT �❑
, . � STRUCTURE FINAL PLANS
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WITH THE REGULATIONS SET FORTH BY THE HIGH �UALITY �yATER (H��y) ZONES 7 DAYS NoNE TEMPORARY CHECK DAM �
� NCG010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE ' � TEMPORARY STREAM CROSSIIyG
SLOPES STEEPER THAN 3:1 7 DAYS � . GRAPHIC SCALE
N ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NOT STEEPER THAN 2:1. 14 DAYS ARE ALLO ED. -
� NATURAL RESOURCES DIVISION OF WATER QUALITY. SLOPES 3:1 OR FLATTER 14 DAYS LENGTH, FOR SLOPES GREATER THAN 50' iN CLEAIy WATER DNERSION � CWD � ER �
� , . O
M ALL OTHER AREAS �yITH SLOPES FLATTER THAN 4:� 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQy� ZONES.

.
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RAL NOTES (CONT) (TYPICAL ALL SHEETS):
REAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH
S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT THE END
ACH WORK DAY.
EQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED
E END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL
UATE PERMANENT GROUND COVER IS PROVIDED.
NTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT
HIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE
ECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO
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— PLACE PERMANENT DRAINAGE
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L/M/TS OF D/STURBANCE (TYP)
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BOARDWALK AND CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS BOARDWALK AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING (DEWATERING METHOD
INCIDENTAL TO BOARDWALK INSTALLATION).
4. AFTER BOARDWALK AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET ERO-6), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATNE COVER.
PLANS PREPARED BY:
Kimley>>> Horn
421 FAYETTEVILLE ST, SUITE 600
RALEIGH, NC 27601
PHONE. [phone]
FAX: [phone]
NC LICENSE �F-0102
02019
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� THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS.
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INCLUDING BASINS AS NECESSARY FOR STABILIZATION
4. DO NOT ALLOW CONCRETE DUSTIWASTEIWASTEWATER INTO STORM DRAIN
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N BUFFER ZONE SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH
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GENERAL NOTES (CONT) (TYPICAL ALL SHEETS):
6. STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH
DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT THE END
OF EACH WORK DAY.
7. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED
AT THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL
ADEQUATE PERMANENT GROUND COVER IS PROVIDED.
8. CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT
TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE
PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO
EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST
BE REPAIRED AT THE CONTRACTORS EXPENSE.
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CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING (DEWATERING METHOD
INCIDENTAL TO CULVERT CONSTRUCTION).
4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET ERO-6), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
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S/LT CHECK TYPE 'A'
1.5' WEIR HEIGHT
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PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION
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LIMITS OF DISTURBANCE (TYP)
8 40 0 80 160
i GRAPHIC SCALE
INSTALL TEMPORARY
SEDIMENT FENCE
DURING CLEAR/NG PHASE
AND MA/NTA/N THROUGHOUT
CONSTRUCTION
NCDENR PRACTICE 6.62.1
(TYPICAL)
PLANS PREPARED BY:
Kimley>>> Horn
421 FAYETTEVILLE ST, SUITE 600
RALEIGH, NC 27601
PHONE. [phone]
FAX: [phone]
NC LICENSE �F-0102
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STOCKP/LE LAYDOWN
AREA z
DISTURBED AREA
CONST RUCT lON LlMIT
TEMPORARY SILT FENCE
T EMPORARY CONST RUCT lON
ENrRANcE
TEMPORARY CHECK DAM
CLEAIy WATER DNERSION
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SILT FENCE OUTLET °ATEe
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CONCRETE ►�ASHOUT �❑
STRUCTURE FINAL PLANS
� TEMPORARY STREAM CROSSIIyG
~ �`"° ~ ERO-4

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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CONST RUCT lON SCHEDULE
CONSTRUCTION SPECIFICATIONS
l. Pleose refer to the Erosion ond Sediment Control plons for detoiled
construction scheduling and sequencing.
2. Obtain plan approval and other opplicable permits including
grading permits for borroW site. Refer to Section 230 "BorroW
Excovotion" in the 20/8 NCDOT Standord Specificotions.
3. Flog th�e Work limits for protectlon.
4. Hold preconstructlon conference ot least one Week prior
to storting construction and invite NCDEQ. NCDEQ LQS contoct
number is (9/9179/ -4200.
5. Prior to ony lond disturbing (including demolltion) octivities, instoll
cleon Woter diverslon ditches, fobric/block ond grovel drop inlet
protection, temporary gravel construction entrance/exits, check dams,
tree protection fence, temporary rock silt checks, concrete Washout
structures, and silt fence as sl�Wn on the erosion control plons.
6. ln occordonce With the erosion control plons ond troffic control
plans: instoll inlet protection ond erosion control measures. After
inlet protectlon ond erosion control meosures are in place, grade
roadWay, instoll sto�m draln system. Until boxes ore built ond yard
inlet devices installed, instoll ond mointain storm droln under
construction at end of day or onset of rain. Place outlet protection
as shoWn on plans. Place odditional check dams ond stabilized
dltcl�s os indicated. Modify sIlt fence plocement oround pipe inlets
and outlets as necessary, place silt fence oround top of
proposed headWalls.
7. Complete final grading for roods and stabilize With gravel.
8. Flnlsh droinoge inlets, place curb ond gutter and pavement,
and build shoulders.
9. Flnish grading of slopes, topsoil critical areas and permanently
vegetate, seed and mulch.
l0. Vegetotion along streom banks sl�uld be cut and root mat/stumps
left to stabilize bonk until such time as constructlon activlty
warrants their removal.
ll. All graded areas Will be seeded, fertlllzed and mulch�ed
according to NCDOT speclficotions to maintaln o vigorous, dense,
vegetative cover Within 2/ colendor days or sooner of completion
of any phose of grading. lf Work on the proJect ceases for more
than the aforementioned length of time, all disturbed areas shall have
temporary vegetative ground cover established ond erosion control
devices molntoined.
l2. After seeding is established, the contractor shall call NCDEQ
ond arronge for a flnal site inspection. Upon approvol, oll
temporary erosion control measures shall be removed from tl�
pro Ject.
l3. All erosion ond sediment control proctices Wi�� be inspected
Weekly and after roinfall events. Needed repairs WIlI be mode
immediately to restore sediment contoinment.
l4. All appicoble erosion and sediment control must be maintoined until
o vigorous stond of permonent ground cover is estoblished ond
permonent vegetotlon is Well estobllshed.
Estimoted time before final stabilization is l8 months.
l5. Site includes approximately 1.24 acre of permonent vegetation area.
l6. After site is stabilized, temporary sediment trops, temporary
diversion, constructlon stoging ond mote�iol oreo stockplle oreos,
ond all other erosion control devices shall be removed, restored as
existing, ond permanently vegetated as described in the maintenonce
ond vegetotive plan.
MAINTENANCE
FolloW the construction sequence throughout proJect development.
When changes in construction octivitles ore needed,omend the
sequence schedule in advance to maintain management control.
Notificotlon of Lond Resources Sedlment and Eroslon Control
Self -lnspection Program:
The Sedimentation Pollution Control Act Was amended in 2006
to requlre thot persons responsible for lond -disturbing activltles
Inspect a proJect ofter each phose of the proJect to moke
sure tl�t the opproved eroslon and sedimentatlon control plon Is
being folloWed. Rules detoiling the documentat7on of th�ese
inspectlons took effect October l, 20/0. Tl� self -Inspection
program is separate from the Weekly self -monitoring progrom of
the /VPDES StormWater Permlt for Constructlon Activltles. The
focus of the self -inspection report is th�e installotion and
mointenonce of erosion ond sedlmentatlon control measures
according to tl� approved plon. Tl� Inspections must be
conducted after each phase of the proJect, and continue until
permanent ground cover is established in accordance With NCGS
ll3A-54.1 and l5A NCAC 4B.0/3/. Tl� Self -lnspectlon Report
RlP RAP (60/5)
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
Subgrade Preparation - Prepare th�e subgrade for riprop and filter to the required
lines ond grades shoW� on th�e plans. Compact any fill required in the subgrade
to o density opproximating thot of the surrounding undisturbed moteriol or overfill
depressions With riprop. RemoVe brush, trees. stumps ond other ob J'ectionol
moterial. Cut the subgrade sufficiently deep that the finished grade of the riprop
WiII be at the elevation of the surrounding area. Channels sh�ould be excavoted
sufficiently to alloW plocement of th�e riprap in a monner such tl�t th�e finish�ed
inside dlmensions and grade of tl� riprop meet deslgn speclfications.
Sand ond gravel filter blanket - Place the filter blonket immediately after the ground
foundotion is prepored. For grovel, spreod filter stone in o uniform loyer to the
specified depth. Where more tl�n one layer of filter material is used, spread the
layers With minimol mixing.
Synthetic filter fabrlc - Place the cloth filter directly on the prepared foundation.
Overlap the edges by ot least l2 inches, and space anchor pins every 3 ft along
the overlap. Bury the upstream end of the cloth a minimum of l2 inches beloW
ground ond W�ere necessory, bury the loWer end of the cloth or overlop With th�e
next section os required. Toke core not to domoge the cloth When plocing riprop.
lf domoge occurs remove the riprop ond repoir the sl�eet by odding onother loyer
of filter moteriol With o minimum oVerlop of l2 inches oround the domaged oreo.
lf extensive damage is suspected. remove and replace tl�e entire sheet.
Wl�re large stones are used or machine placement is dlfflcult, a 4-inch layer of
fine grovel or sand may be needed to protect th�e filter cloth.
Stone Plocement - Plocement of �iprop should folloW immediotely ofter plocement
of tiae fi/ter. P/oce riprop so thot if forms a dense,We//- roded moss of stone Wlth
o minimum of voids. The desired disbribution of stones �hroughout the moss moy
be obtained by selective looding at th�e quarry and controlled dumping during
finol placement. Ploce riprap to its full thickness in one operotion. Do not place
riprop by dumping through chutes or other methods thot couse segregotlon of
stone slzes. Toke core not to dislodge the underlying bose or f1/ter Wh�en placing
the stones.
The finished slope should be free of pockets .of smoll stone or clusters of lorge
stones. Hand plocing moy be necessory to achieve the proper distribution of
stone slzes to produce o re/ative/y smooth, unlform surface. The finlshed grode
of th�e �iprap should blend With the surrounding area. lVo overfall or protrusion of
riprap should be apporent.
MAINTENANCE
lnspect chonnels at regulor intervols os Well os ofter ma,�or roins, ond make repairs
promptly. Give speciol ottention to the outlet ond inlet sections and oth�er ,00ints
Where concentroted floW enters. Corefully check stablllty at r� qad crossings and
look for Indi tlons of pipin , scour hnles, or bank failures. Moke repalrs
immediotely. �intain all vege�ation od jacent to the channel in a h�ealthy,
vigorous condition to protect the area from erosion and scour during out-of -bank
floW. Control of Weed ond brush groWth moy be needed in some locotions.
l. Construct and maintoin all erosion ond sedimentatlon control proctices ond
measures in accordance With the approved sedimentotion control plan and
construction schedule.
2. Remove good topsoil, as determined by o Geotechnicol Engineer from areos
to be graded and filled, and preserve it for use in finishing the grading of
all crl�ical areas.
3. Scorify areos to be topsolled to o minimum depth of 2 inches before
placing topsoll.
4. Cleor and grub oreos to be filled to remove trees, vegetotion, roots, or
other obJectionoble material that Would affect the planned stability of the fill.
5. Ensure thot fill material is free of brush, rubbish, rocks, logs, stumps,
building debris, and other materials inappropriote for constructing stable fills.
6. Place all f1/l In layers not to exceed 9 Inches In thickness. and compact
the loyers as required to reduce erosion, slippoge, settlement, or other
related problems.
7. Do not Incor,00rate frozen material or soft or highly compressible
materials into fill slopes.
8. Do not place f1/l on a frozen foundatlon, due to possible subsidence and
slippoge.
9. Keep diversions and other Water conveyonce measures free of sediment
during oll phoses of development.
l0. Handle seeps or springs encountered during construction In accordance
With approved methods.
ll. Permanently stablllze all graded areas immediately ofter flnal grading is
completed on each area in the grading plan. Apply temporary stabilization
meosures on oll groded oreos When Work is to be interrupted or deloyed for
l5 Working doys or longer.
l2. ShoW topsoil stockpiles, borroW oreas, ond spoll oreos on the plons, and
make sure they are adequate% protected from eroslon. lnclude final
stobilizatlon of these areas in the plon.
MaiNrENANcE
Periodlcally check oll graded areas and the supporting erosion ond
sedlmentotion control proctices, especlolly after heovy ralnfolls. Promptly
remove a// sedlment from diverslon and other Water-disposa/ proctices. /f
Woshouts or breaks occur, repalr them Immedlately. P�ompt
malntenance of sma// eroded areos before they become significant gu//Ies
is on essentiol port of on effective eroslon ond sedimentotion control plon.
SEEDING SCHEDULE
V EGET AT lV E PLAN (60/l�
Shoulders, Side Ditches, Slopes l3:11
Dote Type Plonting Rote
Aug. l5 -Nov. l Toll Fescue 250 /bs./ocre
Nov. l-Mor. l Toll Fescue 250 /bs./ocre
& Abruzzi Rye 25 /bs./acre
ti1ar. l-Apr. l5 Tall Fescue 250 /bs./ocre
Apr. l5 -Jun. l5 Hulled Common Bermudogross l2 /bs./acre
Jun. l5 -Aug. l5 Toll Fescue 60 /bs./ocre
& BroWntop �17/let xx= 35 /bs./acre
or Sorghum-Sudon Hybrlds xX� 30 /bs./ocre
Slopes f3:1 to 2:11
Mar. l-Jun. l Sericea Lespedeza fscarifledl 50 /bs./acre
and
f ar. l-Apr. l51 Add Tall Fescue 60 /bs./acre
f ar. l-Jun. 30J or Add Weeping Lovegrass 5/bs./ocre
( ar. l-Jun. 30J or Add Hulled Common Bermudagrass 8/bs./ocre
Jun. l-Sep. l Toll Fescue xxX 60 /bs./acre
& Browntop Millet xxx 35 /bs./acre
or Sorghum-Sudan Hybrids xxx 30 /bs./acre
Sep. l-ti1ar. l Serlcea Lespedeza
(unhulled -unscarlfiedJ 70 /bs./acre
& Tall Fescue 50 /bs./acre
fNov. l-ti1or. 11 Add Abruzzi Rye 25 /bs./acre
Consu/t Conservotion Engineer or Soi/ Conservation Servlce
for odditlonol Informotlon concerning other olternotives for
vegetatlon of denuded areas. The above vegetation rates are
th�ose Which do Well under local conditlons: other seeding rate
combinotions ore possible.
xXX Temporory - Reseed occording to optimum seoson for
desired permonent vegetotion. Do not alloW temporory cover to
groW over l2 inches in height before moWing, otherWise, fescue
moy be sl�ded out.
SEEDING SPECIFICATIONS
/� After rough groding is completed, till soil in oreas to be
seeded ond plonted to a depth of six incl�s.
21 Apply ogriculturol llme, fertilizer, ond superphosphote to
disturbed oreos to be vegetoted.
A minimum of 2 tons limestone/acre With 3 tons limestone
/acre i n clay so7/s or per so7/s test
35 /bs. l0-10-10 fertilizer/1000 sq. ft. f1500 /bs/ocrel
40 /bs. 50% superphosphate/1000 sq. ft. (1750 /bs/acre)
3J Disk nutrients into soil to a depth of six incl�s until
surface is uniform ond free of large dlrt clods.
41 Seeding permanent grass.
3.0 /bs. KY-3/ tall fescue/1000 sq. ft. f130 /bs./acrel during
February l5 through May l5 or August l5 through
November l5.
-OR -
3.0 /bs. KY-3/ tall fescue and 2.0 /bs. annual ryegrass/1000
sq. ft. during November l5 through February l5.
51 Mulch seeded area With smoll grain stroW at 90 /bs/1000
sq. ft. (2 tons/acre). Spread uniformly. Approximately/2
of ground surfoce should be visible to ovoid blocking
sunlight to seedlings. On areas Where the ground
surface equals or exceeds a 3:l slope, and in the inverts
of oll droinoge sWoles, tock mulch With ospholt emulsion
at a rate of 400 gallons emulsion per acre of straw.
61 Mulch around shubbery ond trees With pine strow to depth
of 3 inches.
7J Temporary cover
l.0 /bs. broWn top m7/let/1000 sq. ft. Moy through August 25.
-OR -
l.0 /bs. annual ryegrass/1000 sq. ft. August 25 through April.
61 Malntenance: Refertilize if groWth is not fully adequate.
Reseed, refertlllze and mulch Immedlately folloWing
erosion or other damoge.
IVOTE: For Riparian Buffer areas, see Sheet ERO-6 for
seeding plon.
f orm i s avai loble os o W ord Document and PDF from at
http://portol.ncdenr.org/Web/lr/eroslon. lf you hove questions
or connot occess the form, pleose contoct NCDEQ Lond
Quality Section at l9/9J 79/-4200.
MAINT ENANCE PLAN
l. The Controctor sholl check oll erosion ond sediment
control practices for stobility and operation following every
runoff producing rainfall but in no case less than once every
Week. Any needed repoirs Will be made immediately by the
Controctor to mointoin oll proctices os designed. Also per
Notionol Pollutont Dischorge Eliminotion System fNPDESJ
general stormwater permit, a rain gauge must be installed
on site. Tl� roin gouge must be kept onslte ond inspections
by th�e controctor must be mode ond logged after every holf
inch of roinfoll ond once o Week.
2. The Contractor sholl remove sediment from behlnd silt
fence When It becomes 0.5 feet deep at the
fence. SIIt fence WIlI be repaired os necessary
to maintoln o borrier.
3. The Contractor shall fertilize, reseed os necessary, ond
mulch oll seeded areas according to specificatlons in the
vegetative plon to mointoin o vigorous, dense vegetative
cove�.
4. Tl� angle for graded slopes and fills shall be no greater than the
angle that can be retained by vegetative cover or other adequate
erosion-control devices or structures. ln any event, slopes left
exposed Wi��, Withln 7 or l4 calendor days of completion of ony
phase of grading, be planted or otherWise provided With temporary
ground cover, devises or structures sufficient to restra7n eroslon.
Permonent groundcover Wi// be provided for a// dlsturbed oreos
Wlthln l5 Working days or no more thon 90 colendor days
fwhichever ls shorterl folloWing completlon of constructlon.
5. The ToWn of Fuquoy-Varina contoct Is Tracy Stephenson
f9/91753-1039.
LAND GRADING (6002)

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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CONSTRUCTION SPECIFICATIONS
8' - 0" M A X I M U M /. Use a nth�etic filter fobric of at leost 95%
sy by Weight of polyolefins or
V A R I A B L E A S D I R E C T E D B Y T H E E N G I N E E R polyester, yyMch Is certlf7� by tlae monufocturer or supplle� os conforming to
tlae requlrements In AST D 646�, yyhlch is shoWn In port ln Toble 6.62b. R I P A R I A N B U F F E R S E E D I N G P LA N
Synth�etic fllte� fob�ic shnuld contoln ultroyiolet �oy Inhlbito�s ond stobllize�s
to proyide o minimum of 6 months of expected usable construction life ot a A R I P AR I AN SE E D M I X A T TH E R A TE OF % LB P E R 1, 000 SQ F T OR 10 LBS
tempe�oture ronge of 0 to l20'F. PER ACRE SHALL BE USED FOR SEEDING. THE FOLLOWING TABLE LISTS
SILT �ENCE FABRIC 2.Ensure tlaatposts for sedimentfences are l25 /b/linear ftminimum HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"*
steel witn o minimum le tn of 5 feet. Moke sure thnt stee/ posts h�ave
M I N I M U M 10 G A U G E I N S T A L� E D TO S E C 0 N D pro jections to facilitote�ostening tl�e fabric.
� I N E W I R E S W I R E F R 0 M TO P M I N I M U M 1 2 �� G A U G E � SCIENTIFIC NAME COMMON NAME PER CENT COMPOSITION
3. For reinforcement of stondord strength . lter fabric,use W�re fence With a
I N TE R M E D I A TE W I R E S minlmum l4 gouge ond o moxlmum mesh spocing of 6 inc/aes. Ag ros t i s a I b a Red Top 10
CONSTRUCTIOAI Elymus virginicus Virginia 1�lild Rye 15
l. Const�uct the sediment borrie� of stondo�d st�ength or ext�o st�ength P a n i cu m vi rg a t u m SVv i t ch g ra ss 15
G R A D E synthetic fllte� fob�ics.
= Tripsicum dactyloides Gamma Grass 5
, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __;_
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �
_� i i-1 I L—I I L—I I L—I I L—I I I-1 I I-1 I L—I I IJ I I-1 I I-1 I IJ I IJ I IJ I IJ I IJ I IJ I IJ I I-1 I L—I I I-1 I I-1 I L—I I I-1 I L—I I L—I I I-1 I L—I I I I I L—I I 1-1 I I—� 2. Ensure thot th�e height of the sediment fence does not exceed 24 inches
"� —1 I I I I I-1 � �—� � �—� � � _� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �-� � �- � � �—� � � � � �-� � �—� � � � � �-� I I-1 I I-1 I 1= ObOVB th2 round surfoce. fHi her fences mo %m nd y0/U/neS Of WOt2r
'I,—I II—� -�11 111= 9 � y � Polygonum pennsylvanicum Pennsylvania SmartVyeed 5
' I I I' -1 I 1= sufficient to couse failure o the structureJ
j� � 3. Const�uct the fllte� fob�lc f�om o contlnuous �oll cut to tlae length of the Sc h iza c h yr i u m s c op a r i u m L i t t I e B I u e s t e m 5
borrier to ayoid joints. y�h�en �oints o�e necessory, secu�ely fosten th�e filte� J u n c u s e f f u s u s S o f t R u s h 5
I II I I I I: c%th only ot o suppo�t post Wlth 4 feet minlmum oveNop to tlae next post.
II II =11 1= Bidens aristosa Tickseed 10
I II I I� � F R 0 N T VI E W II I II I I 4. Suppo�t stondo�d st�ength f7/te� fob�Ic by W��e mesh fostened secu�ely to
—I II— I III upslope side of the posts.Extend th�e WT�e mesh suppo�t to the bottom of Coreopsis lanceolata Lance—leaved coreopsis 10
I_I___II =11 _ 1= tlae trench.Fosten th� wire reinforcement,then fabric on the upslope side of
-1 I L—I I I- 1,=1 I 1=1 I I tlae fence post. W ire or plostic zip ties shnuld ix�ve minimum 50 pound tensfle P a n i c i m c I a n d e s t i n u m D e e r To n g u e 10
'—"'— — strengtl�
STEE� POST Andropogon gerardii Big Bluestem 5
5. y�hen o Wire mesh support fence is used, spoce posts o maximum of 8 feet
WO VE N WI R E � A B R I C opart. Support posts should be driven securely into the ground a minimum of Sorga s t ru m n u t on s i n d i o n g ro ss 5
24 Inches.
SI�T �ENCE FABRIC 6.Ext�o st�en�qthfllte� fobrlcWlth6 feetpostspocing does notrequl�eWl�e 1: A SIMILAR MIXTURE CAN BE USED �yITH APPROVAL BY ENGINEER.
mesh suppo�t ence.Securely fosten the filter fob�ic directly to pasts.Wi�e o�
plostic zfp ties shnuld hoVe mTnimum 50 pound tensile strength.
z
o � � I L� S� 0 P E �� 0 R R E P A I R 0� S I L T � E N C E F A I L U R E S 7. ExcaVate a trench opproximotely 4 inciaes Wide and 8 inches deep along
th�e propose� line ofposts ond upslope from the borrfe� (Figu�e 6.620).
� USE SI�T FENCE OUT�ET DETAI�
N z �� 8. Ploce l2 inclaes oftlae fab�ic o%ng tlae bottom ond side oftlae trencl�
� :,v.�.��'� �� ANCHOR SKIRT FOL�OWING SKIRT TRENCH
� y���'�� R E Q U I R E M E N TS , P E R N C D E N R E R 0 S I 0 N A N D 9• Bockfill tl�e trench With soil ploced over the filter fabric and compoct.
,-r;=°��f`�>"` Tiaorough compoction ofth�e bockfill is criticol to silt fence performonce.
N i`��`=�`a`���'��� SEDIMENT CONTROL P�ANNING AND DESIGN
� _:.:...:;.:.,._�;....:�...
-�:°�:` �.::: ..� G R A D E l0. Do not ottoch fllter fob�lc to exlsting trees.
��_iii=� ���' �� � MANUA� �IGURE 6.62A 6.62.5
=iir—iir—ii i. �ii-ii�=�� � )
—I I 1=1 I I I � '�=1 I I—� �' MAINT EN,4�/CE
'�1=11 11=.1i-�il-�'� 6" MINIMUM COVER
'll III--111-'' OVER SKIRT � NOTE:
o = I I II I I� �'� U S E S I� T � E N C E 0 N � Y W H E N D R A I N A G E A R E A lnspect sediment fe s ond fence outlets ot leost once o Week ond
� �I A N C H 0 R S K I R T A S ofter eoch �oinfoll.�ake ony required repoirs immediotely.
N DOES NOT EXCEED 1/4 ACRE AND NEVER IN
=1 I I- D I R E C T E D B Y E N G I N E E R=� � Shou/d th�e fobric of o sediment fence col%pse, teor, decompose
I I I A R E A S 0 F C 0 N C E N TR A TE D� � 0 W. or become ineffective, replace it promptly. Replace bur/ap eVery
�II IIII 60 days.
�I ���� I� � S I D E V � E y y Remove sediment deposits os necessory to p�ovide adequote
sto�oge volume fo� the nextroln ond to reduce p�essu�e on the fence.
Toke co�e to avoid undermining th�e fence during c%onout.
STANDARD TEMPORARY SILT FENCE (6.62.1) brl� th� o�eo to g odefond stoblllzeti�ofte�t� cont�l�jtingnd
droinoge oreo hns been properly stobilized.
�' VARIOUS MULCH AND NET CONSTRUCTION SPECIFICATIONS
FILTER OF 1 INCH DIAMETER �
# 57 WASHED STONE ���� � �° ��� $��� ��o�i�°��� �88�0
� O C� o� � O�oo � �D�O�o c o c � 1 ° O
O C7' � O �o�� Oo a � o
0 0 0 � oo �o o Q O o 0 oc�
STEEL FENCE POST NOTE: o° � o� o���'o � � o���
SI�T FENCE FABRIC TO OVERLAP � 0 0 °oa Oo�Oo 0 0
WIRE FENCE HARDWARE C�OTH BY 12 INCHES o° � o o po°� o o �a °p 0 0 00°00
o a a o 0000po Oo 0000000 000
HARDWARE CLOTH � o
o .
a o 0 0
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE HARDWARE CLOTH
SILT FENCE FABRIC STEE� FENCE POST �8�
ON WIRE FENCE ON WIRE FENCE oVerlop
��OW DIRECTION °$� �g PLAN V�EW Join strips by onciioring
° ° ond oVerlopping.
G R A D E s T E E� F E N C E P o s T s E T ln ch�nnels. roll out stri ps of netting parollel to th�e
-� � �=ITI=I i I=I i I=ITI=ITI=ITi=� ��-� � i= I rIT� �- H A R D W A R E C � 0 T H M A X I M U M 2 F E E T A P A R T di �ection of f loW ond oVer th�e protecti �e mulch.
��_���-11L—IIL—III-1�' —��i ���� WIRE FENCE
�-"'_� �� � � � �,' 6" C O N S T R U C T l O N S P E C I F I C A T I O N S INST ALLAT lON OF NET T lNG AND MAT T lNG
� Products designed to control erosion shnuld be installed in
� SYNTHETIC ROV�N� occo�donce With monufoctu�er's inst�uctions. Any mot o�
S I D E �/I E W �� blonket-type product used as o protecti�e mulch sl�uld
�U Use North Americon Green PS 300 permonent erosion provide cover of ot leost 30% of th�e surface Where it is
SI�T FENCE control motting o� equivolent product opproved by engineer, applied. lnstallation is illustrated beloW.
FABRIC ovER�AP Synthetic roVi� is Wound into o c lindrical
� g y pockoge so that
ov 1R�AP � 2 �� it can be continuously WithdraWn from tl� center using a �,�P�y ��me.fertilizer ond seed before laying th�e net or
i N cH Es i N cH Es compressed air eJector. Roving exponds into a mot or glass mat. lf open-Weave netting is used, lime may be incorporated
fibers as it contacts th�e soil surface. lt is often used over o� fore instolling the net and fertilizer and seed sprayed on
G R A D E straW mulch. but must still be tacked With asphalt. ofterWa�d.
�' ��_� ��-1 I 1=1 I 1=1 I I
N OTE: -��� _�;�. Spreod rovi�g uniformly over the areo at a rote of 0.25 to 2. Stort laying the net from the top of th�e c%nnel or slope
U S E S I� T� E N C E 0 U T� E T S 0 N� Y W H E N 0.35 /b/sq yd. Ancho� With osplmlt immediotely ofte� ond unroll i t doWn the grode. AlloW netting to lay loosely on
D R A I N A G E A R E A D 0 E S N 0 T E X C E E D 1/4 I-_ _ II-_ _= I-_ . -- I -----I - I- -- I-_ _ -I - 1- . application. at a rate of 450 gallons per acre.
"-� I I-I I I-I I I I I-I I I-I I I-I I I-I I I-I I 1=I i r� � �_ , I 1=1 I I-I I I I-� ��_� i 1=1 I 1=1 I 1="'-� ��_� i i=1 I 1=1 I I-1 I I I-I I I_I I I_i' the soi l but Without Wrinkles -do not stretch.
A C R E A N D T H E R E I S A � 0 W A R E A. U S E �i I 1=1 I I� � F=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-I I I-I I ��� —"-I I I� • F-' "_� �'- -� I 1=1 I 1=1 I��I I 1=1 I 1=1 I'
=1 I I-1 I�I I1=1 I1=1 I1=1 I 1=1 I1=1 I1=1 I1=1 I1=, I I �-1_l �I i ' I1=1 I I� �-I I1=1I � As a channel lining. and at other sites of concentrated floW.
A S A R E P A I R 0� S I L T � E N C E F A I L U R E S. 1=1 I I� �-1 I 1=1 I 1=1 I 1=1 I 1=1T�-"'-' ��_� � i- i=1 I 1=1 I I I 1=1 I 1= 3. T o secure the net, bury the upslope end i n o slot or trench
�I I I-I I°-I I I-I I I� I I�-' ��=i ��� - �°� �.�'. -_I I I-I I I� °�-I I I-I I �., th�e roving mat must be furth�er anch�red to prevent no less thon 6 inch�es deep cover With soil ond tomp firmly.
1=1I I�_f1-1I1=1 '- LJ LJ -I I I-I�I I1=1I L- undermining. lt moy be secured With stakes placed ot � •
� I I-1 I I-I I 1=1 I 1- N 0 TE : I 1=1 I 1=1 I 1=I I 1=� � Staple th�e net every l2 inch�es across the top end and every
� � � � � � � � � ���-I � i-� i �-i � intervals no greater th�an l0 ft olong th�e drainogeWoy, and
B U R Y W I R E F E N C E, H A R D W A R E C L 0 TH , - 3 ft around th�e edges and bottom. W h�ere 2 strips of net are
�ondomly th�oughout its Width but not mo�e tl�n l0 ft opo�t. the ad facent edges should be oVerlapped 3
F R 0 N T VI E W A N D S I �T �E N C E FA B R I C 6 I N C H E S I N TO As on option to staking, tiae roving con be buried to a depth �oid side by side.
TH E TR E N C H of 5 inches at the upgrade end and at interyols of 50 ft jnch�es and stapled togeth�er. Eoch strlp of netting shnuld also
olong the length of the chonnel. be stapled doWn the center, eVery 3 ft. Do not stretch the net
STANDARD SILT FENCE OUTLET Wl�en opplying staples.
CONST RUCT lON SPECIFICAT l0/yS NET 5 AND MAT S 4. T o Joi n tWo stri ps, cut o trench to onclaor the end of tlae
3. Construct the filter fobric from o continuous roll cut to the length of th�e borrier ll. Fasten support yyire fence to upslope side of posts,extending 6 inches into the trench. �eyy �et.Overlop the end of the previous roll l8 %�Cl1ES, OS
�ArERiA�s to ovoid oints. y�n�en 'oints ore necessor ,secure/ fasten the filter c%th onl ot a Nets olone generally provide little moisture conser�ation
.l Y y y shoWn beloW, ond staple every l2 inches just beloW tl�e anchor
support post yyith oyeri�oP to tne next Post. i2 Attoch contlnuous length of fob�Ic to upslope slde of fence posts.Avolld Jolnts, benefits ond only limited erosion protection. Therefore,
l. Use o synth�etic filter fabric or a peryious sh�eet of polypropylene, nylon, polyester, po�ticulorl ot loW points in the ferrce /ine. y�hen oints o�e necesso� , fosten fobric SIOt.
or / et /ene orn,which is certiffed the monufocturer or su lier os conformi y � y t118y o�2 uSuolly uSEd in conjunction With an orgonic mulch
PoY hY Y bY PP �9 4. Support stondo�d st�ength fllte� fobrlc by W1�e mesh fastened secu�ely to th�e upslope securely support posts ond oveNop to the next past. SUCh OS Stl'OW
to th�e requirements slbWn in th�e table beloW. side of the posts using laeayy duty Wire staples at leost l inch long.or the Wires.
Extend th�e Wl�e mesh suppo�t to the bottom of tlae t�encl� l3. Attoch yyorning sign fsee T�ee P�otectlon DetoilJ to fence Wh�e�e fence is locoted M�NTENANeE
Synth�etic fllter fobrlc shnuld contoln ultraylolet ray Inhlbltors and stoblllzers to proylde a odjocent to ond in buffer oreos. y�orning sign is incidentol to silt fence. Except Wh�en Wood fiber slurry is used. netting sh�ould
minimum of 6 months of expected usable construction life ot o temperoture ronge of 0 5, Wlaen o Wj�e mesh suppo�t fence is used, space posts o moximum of 8 ft o rt. lnS
to l20 degrees F. Suppo�t posts slpuld be d�fyen secu�ely Into the g�ound to o minlmum ot' is ��es on t�e M�NNTEIyA/yCE alWoys be instolled over the mulch. Wood fiber may be pect all mulches,nets.and mats at leost Weekly and after each
N si nificant (l/2 inch or reoterJ rain fall event re ir
doWnslope side of tlae t�ench, sprayed on top of an installed net. 9� 9 Po
2. Ensu�e tla�t Rqsts fo� sedlment fences o�e l33 /b/llneor ft stee/ Wlth o minlmum l�►,spect sediment fences ond fence outlets ot leost once o W�k ond ofter eoch roinfoll, immediately. GOOd contoct with the ground must be mointained,
length of 4 ft.Moke su�e th�ot stee/ posts h�We projections to focilitote fostening th�e fob�ic. 6. Extro strength filter fobric Wjth 6-ft post spocing dces not �equire Wire mesh Moke o� requlred repalrs Immedlately. „ „
support fence. Staple or yyire tlae fi/ter fabric directly to posts. Mots, including excelsior fWood fiberl blonkets, ore ond erosion must not occur beneoth the nets and mots. Any
3. For reinfo�cement of stondord strength filter fab�ic.use W�re fence With o minimum Slaould tlae fob�lc of o sedlment fence collopse,teo�,decompose or become Ineffectlye, considered protective mulch�es ond moy be used Ol0/18,0/1 ares of the nets and mats thot o�e domaged or not in close
l4 gauge ond o moximum mesh spacing of 6 inclaes. 7. ExcaVate o trench opproximotely 4 inches W�de ond 8 inches deep olong tlae proposed reploce it promptly. Reploce buNop eVery 60 doys. erodible soils, and du�ing all times of th�e year. Place the contoct With the ground sholl be repoired O/1d StOplEd. lf El'OSlOn
line of posts and u�.sioPe f�om tlae bar�ier. mattin in firm contact With the soil and sto le securel occurs due to poorly controlled drainage, th�e problem sholl be
CONSTRUCTION Remoye sediment deposits os necessory to p�ovlde odequote storoge volume for tiae next 9 p y� fixed ond eroded oreo i
8. Adjust spocing to p/oce posts ot /ory polnts o/ong th�e fence /lne. roin ond to reduce pressure on t/ae fence. Toke core to ovoid underm�ning th�e fence p otected.Where erosion is obser�ed.
l. Construct tlae sedlment borrler of stondord strength or extro strength synthetic fllter fobrlcs. during cleonout, apply additional mulch. lf Washnut occurs, repair th� clope grade.
9. Bockfi// the trench yylth compocted so7/ o� g�oVe/ p/oced oVe� th�e fi/te� fob�Ic. reseed and reinsta// mu/ch. Monitor and repair mats ond /iners
2. Ensure thot th�e helgM of the sedlment fence does not exceed l8 Inches oboVe th�e Remoye oll fencing moteriols ond unstoble se�iment deposits ond bring th�e oreo to grode OS /18CESS0/' u�tll round cover is establish�ed.
ground su�face. fHigl�er fences may impound volumes of ryater sufficient to couse foilu�e /p, po not ottoch filte� fab�ic to existing t�ees. and stobilize it ofter th�e contributing droinoge area hns been properly stobilized. Y 9
of th�e structurel.

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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HARDVV ARE CLOT H AND GRAV EL INLET PROT ECT lON DET AlL 16e5/.l)
CONSTRUCTION SPECIFICATIONS
l. As synthetic fabric.use a previous slaeet of �lon,polyester.or ethylene yorn - extra strength
(50 /b/l lnch minlmumJ - tlaot contolns ultroyiolet �oy inhibltors ond stobillzers. Fob�ic s/aou/d be
sufflclently porous to provlde odequote dralnoge of the temporory sedlmentpool. Burlop moy be
used for short-term applications. lt must be replaced eVery 60 days.
2. Cut fabric from a continuous roll to eliminate joints.
3. For stakes, use 5-foot stee/ posts.
4. Spoce stokes eVenly oround th�e perlmete� of the INet o maxlmum of 4 ft apart, ond securely
driVe them into th�e ground.approximotely 24 inch�es deep.
5. Place o 2 foot flop of yyire mesh under the grayel for anchnring.
6. Fosten fobric securely to the stokes ond frome. Joints must be oyerlopped to the next stoke.
7. The top of the frame and fabrlc must be Well beloW the grouRd elevatlon do�ynslope from
th�e drop inlet to keep runoff from bypassing the inlet. lt may be nece¢,� ary to build a temporory
dlke on tl� doWn slope slde of th�e st�uctu�e to p�event byposs floyy. �fote�lol f�om yylthln th�e
sediment pool may be used for diking.
MaNTE/yA�/CE
lnspectth�e fob�Ic bo��Ie� ofte� eoch roln ond moke �epol�s os needed.
Remove sedlment from the poo/ o�eo os necessory to proylde odequote storoge yo/ume fo� th�e
next rain. Take care not to damage or undercut th� fabric during sediment remoVal.
EXTEN SE�OHTOP�OF BOXRE
�IET AL POST
HARDy�ARE 2,
3� y�IRE
"57 STONE
2
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LINE WIRES
ST,411/DARDIZED METAL
POSTS 2'-0" �N GROU/yD
0
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•57 y�ASHED STO/yE PL�D
TO A HEIGHT OF l2"-l8' lN.
ABOVE TOP OF BOX
T EMPORARY CHECK DAM DET AlL 16.83.11
COIyTROL, � ASS B l�N
STONE FOR EROSIOA/ �a`�
CONTROL."57 STONE �
Fo�b�ic Z� S��PE � 2�S�o.oF o�center
I 4' to 6' I
r Section A-A ',
L= The distance such that points
A ond B ore of equol eleyotlon
�
L
NorE:
Check dams to be Instolled os Indlcoted on plon or If grade Is steeper
per plon detoil.
COIySTRUCTION SPECIFICATIONS
L Place stone to the lines ond dimensions slx�Wn in the plan on a filter fobric
foundotJon.
2. Keep the center stone sectlon ot leost 9 Inches beloyy noturol g�ound leVel
where th�e dom obuts th�e chonnel bonks.
3. Extend stone ot leost l.5 ft beyond th�e ditch bonks to keep oVerflory Woter
f�om cutting o�ound the ends of th�e check dom.
4. Set spocing betWeen doms to assure thot the elevation at the top of the
loWer dom is th�e same as th�e tce eleyation of the upper dam.
5. Protect tlae chr�nnel doWnst�eom from tlae loyyest ch�eck dam, considering
thn Woter WIlI floyy oye� ond o�ound the dom.
6. �oke sure thot th�e clbnnel reoch aboye tlae most upstreom dom is stoble.
7. Ensure thot chnnnel appurtenonces, such as culvert entrances belot�y
ch�eck dams,a�e not subject to damage or blockoge from displaced stones.
MAl/yTEIyA/yCE
lnspect check doms ond chonnels fo� domoge ofte� eoc� �unoff eyent.
Anticipate submergence and deposition aboVe the check dom ond erosion
from high floWs oround the edges of the dom. Correct oll domoge immediotely.
lf slgnificont e�oslon occurs betWeen doms, lnstoll o protectiye �Ip�op llner in
thnt portlon of the clwnnel.
RemoVe sediment occumuloted behind th�e doms as needed to preyent
domoge to chnnne/ yegetotlon, o//ory th�e c/bnne/ to dro7n through th�e
stone check dom, ond preyent large floWs from carrying sedlment over the
dom. Add stones to doms as needed to mointoin design height ond cross section.
�
I�I I II�I I II ��
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40'
4'
� TREE PROTECTION AREA
4'
� DO NOT ENTER
4'
�yARNING SIGN DETAIL
FLOW
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SEDIMENT CONTROL STONE
STRUCTURAL STC
PLAN
2' MIN
/8'
_
SIDE VIE�y
STEEL POST
- y�OVEN y�IRE FABR/C
— OR,4NGE, UV RESlST,4NT,
HIGH-TENSILE STRENGTH,
POLY BARRICADE FABRIC ITYPICAU
— y�ARNIA/G 5/G/y
OTES
W�N�NG SIGNS TO BE MADE OF DURABLE.►HEATHERPROOF �ATERIAL..
LETTERS TO BE 3" HIGH M�N�MU�: CLEARLY LEGIBLE AND SPACED AS DETAILED.
5/G/y5 SHALL BE PLACED AT 50' MAXIMUM �NTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTlO/y A/�D 50' Oly �EIyTER THEREAFTER.
FOR TREE PROTECTION �EAS LESS TH,4�/ 200'l/y PERIMETER,PROVIDE Iy0 LESS TH,4N ONE
SIGN PER PROTECTIOA/ AREA
ATTACH SIGNS SECURELY TO FENCE POSTS A/yD FABRIC.
�AINTAIIy TREE PROTECTION FEIyCE THROU6HOUT �URATION OF PROJECT.
AD�ITIOIyAL 5/6NS MAY BE REQUIRED BY TOy�N OF FUQUAY-VARINA OR /yCDEIyR,
BASED ON AC'TUAL FIELD CONDITIONS.
S/GNS SHALL BE �NCIDE/yTAL TO THE FEA/CE.
MA�NTENANCE:
lnspect tree protection fences ot least once o Week and ofter each rainfoll.
�ake ony required repoirs immediotely.
Should th�e fobric of o tree protection fence collopse, teor, decompose or become ineffectiye.
�eploce it p�omptly.
T REE PROT ECT lON DET AlL
A
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NOTE
USE CLASS 'B' EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE N0. 5 OR N0. 57 STONE FOR SEDIMENT
CONTROL STONE.
2/3 CHANNEL ud"
WIDTH 2 MIN ,�ry
� o0 0 0 0 12��
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o� o� � D o o° o° o° o o° ��o�p
0 0 0 0 000 000 000
SECTION A-A
SECTION B-B
*T = 12" MIN., 18" MAX.
MAINTE/y,4NCE
lnspect silt checks and chonnels for domoge after eoch runoff eyent.
Anticipote submergence ond deposition oboVe th�e silt check ond erosion from high floyys oround th� edges of th�e cl�eck.
Co��ect oll domoge Immedlotely. lf s7gnlflcont e�osion occu�s, Instoll o protective �iprop llne� in thnt po�tlon of the chnnnel.
RemoVe sediment occumuloted behind th� ch�ecks os needed to preyent damage to chonnel yegetation. olloW tlae clx�nnel to
drain through tlae silt claeck.ond preyent lorge floWs from carrying sediment oyer tlae check. Add stones to checks os needed
to mo/ntoln deslgn iaelght ond cross sect/on.
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T EMPORARY GRAVEL CONST RUCT lON ENT RANCE/EXIT (60060/)
50' MIN.
(SUFFICIENT TO KEEP
SEDIMENT ON SITE)
EXISTING 20' OR WIDTH
ROADWAY OF PROPOSED
STREET,
WHICHEVER IS
GREATER
2"-3" STONE TO BE USED
(SURGE STONE OR RAILROAD
BALLAST)
PLAN VIEW
EXISTING ROADWAY
NorEs:
PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE lS USED.
OUT LET ST ABILIZAT lON ST RUCT URE DET AlL
DETAI� A
W/ = 3
NEW CONSTRUCTION
15' MIN.�
� , 12"MIN.
_ ��V��V��A �
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6" MIN.
ROCK BERM
35' MIN.
ABRIC UNDER STONE
CROSS SECTION
A
Filter � „�, ,,,
CONST RUCT lON SPECIFICAT IONS
l. Clear tl� entrance and exit area of all vegetation, roots.
ond other ob�ectlonab/e materla/ and proper/y grade it.
2. Place the stone to the speclfic grade and dimensions
shoWn on the plans, and smooth it.
3. Provide drainage to carry Water to a sediment trap or
other suitoble outlet.
4. Use geotextile fobrics becouse tl�y improve stobility
of the foundatlon In locatlons subJect to seepage or hlgh
Woter toble.
5. Use 2-3" coarse oggregate bose course or larger.
6. Payment sl�ll be made at the contract unit price per ton
„lncldentol Stone Bose."
M�NrENANcE
tilalntoin the stone pod In a condltlon to prevent mud or
sediment from leoving tl� construction site. This moy
require periodic topdressing With 2-inch stone. After eoch
roinfoll, inspect ony structure used to trop sediment ond
cleon it out os necessary. lmmediately remove oll
ob f ectlonable materlols spilled, Washed, or tracked onto
public roadWays.
lnstallation: Avoid curves in public roads
and steep slopes. Remove all vegetation
ond other obJectionoble moteriol from the
foundotion oreo. Grode ond croWn
foundotion for positive drainoge.
lf the slope toWard the road exceeds 2%,
construct o ridge, 6 to 8 inch�es high With
3:l side slopes, ocross th�e foundation
approximately l5 feet from the entrance
to divert runoff oWoy from the public rood.
Secti on A -A
DETAI� B
Lo
W/ = 3,
A
A
W2 = Do +La
Do
r
Pi pe Outlet T o Flat Area
W i th No Def I ned Channel
�
Sectlon A-A
0
T
H= Rip Rap to Top of Pipe (Max. H= D+ Tl
T= l.SxDmax , Unless OtherWlse ShoWn On Plans
CONST RUCT lON SPECIFICAT IONS
l. Ensure that the subgrade for the filter and riprop folloWs the required lines and grodes shoWn
in the plan. Compoct any fill required In tl� subgrade to the density of the surrounding undisturbed
material. LoW areas in th�e subgrade on undisturbed soil may olso be fi//ed by increasing the
riprap thickness.
2. The rlprap ond gravel filter must conform to the specifled groding limlts shoWn on the plons.
3. Filter cloth, Wl�n used, must meet design requirements and be properly protected from
punching or teoring during instollotion. Repoir ony domoge by removing the riprop ond
plocing onother piece of fIlter cloth over the damaged areo. ,4/l connec�in� foints should
overlop a minimum of l foot. lf damoge is extenslve, replace the entire filter cloth.
4. Rlprap may be ploced by equipment, but take care to avold damaging the fIlter.
5. The minimum thickness of the riprap sl�uld be l.5 times the maximum stone diometer.
0
0
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o �o°�°��0°�°�0
000 oD000 oD000 oD000
° o°�° °�° o°�° °�° o°�° °�° 0°0° ° A
�OoOo 000000 000000 000000 000
O°0o °00°�0 °00°�0 °00°�0 °00
�o 0000 0000 0000 0000
�� °o� °o�o� °o� °o�o� °o� °o�o� °o� °o�o�
0 o�O�o o�oO�o o�oO�o o�O�o 0
�O000 000000 0000�0 0000�0 000 W 2= Do + 0.4�0
O°�o °00°�0 °00°�0 °00°�0 °00
�o 0000 0000 0000 0000
0 00�00�00�00�00�00�000
D�o o��Do 0
O O�O
� SLOPE l%2:l OR FLATTER
TailWater � 0.5 Do
P1 pe Outlet to W ell -Def ined Channel
Filter Fobric
6. Riprop may be field stone or rough quorry stone. lt should be l�rd, angular,
hlghly Weather -reslstant and Well graded.
7. Construct the opron on zero grade Wlth no overfoll ot the end. Moke the top of tl�
riprop at the doWnstreom end Ievel With the receiving orea or slightly beloW It.
8. Ensure thot the opron is properly oligned With th�e receiving streom ond preferobly
straight throughout its length. lf a curve is needed to fit site conditions, ploce it in
the upper section of the opron.
9. lmmediotely after construction,stabilize all dlsturbed areas With vegetatlon.
MAINTENANCE
lnspect riprap outlet structures after heavy rains to see if any erosion around or
beloW the riprop has taken ploce or if stones hove been dislodged. lmmediotely
moke all needed repairs to prevent further damage.
�� CWD �� CWD �� CWD �� CWD �—
CNot to
STABILIZE EXCAVATED MATERIAL
SOIL STABILIZATION GEOTEXTILE
OFFSITE CLEAN WATER �
� ♦ `
1' MIN . I Zir!
1' MIN .
Scale�
... .;. .,...
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.=�. .-�,��.=�,' .��,' .��_- .��,- .��,' .��,- .��,- .�e,
CONSTRUCTION SPECIFICATIONS
l. Remove ond properly dlspose of oll trees, brush, stumps, ond otl�r obJectlonoble materiol.
2. Ensure thot the minimum constructed cross section meets oll design requirements.
3. Ensure thot the top of the dike is not loWer at ony point than the design elevation plus the
speclfled sett/ement.
4. Provide sufficient room oround diversions to permlt mochine regroding ond cleonout.
5. Vegetate th�e ridge immediately after construction and ensure stabilization is
achieved Within 7 days.
6. Use temporary li ner Where noted on plons.
MAiNrENANcE
lnspect clean Woter diversions once a Week ond ofter every rainfoll. lmmediotely remove
sedlment from tl� floW areo and repair the dlverslon ridge. Carefully check outlets ond
make tlmely repairs as needed. When the o�ea protected Is permanently stabilized, remove
the ridge and the chonnel to blend With the naturol ground level and oppropriately stobllize it.
Lo
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DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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RIPRAP CHANNE�S �603/�
PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY BULLDOZER)
CONST RUCT lON SPECIFICAT IONS
W
2� W
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- � I-1 I I-1 I_ p _ I I I—I I I- i�'—' '�
' i �,, I I l i I I I- _ � I I I- �''
I I, � il I I—� � Oa �� -� i I—I I I, STONE SIZE PER DESIGN
O� I-1 I I � � I I 1=
I I I i��� - � �
� —I -_-I I I-I �- GEOTEXTILE OR
6 GRAVEL BEDDING
W
- II III I�� �� ��� -III III III
�I ��� III III���III ���- D _-�II III��,III III ���
_I I I, � il I II I�0 � -� � �� I I � '' I STONE SIZE PER DESIGN
''� -11- 0 ;� ��III_ �
—I�� ` , _
��� '� I I I- � GEOTEXTILE OR
6' -I I � GRAVEL BEDDING
V-SHAPED WATERWAY WITH STONE CENTER DRAIN
(SHAPED BY MOTOR GRADER)
la Clear the foundatlon area of trees, stumps9 roots, loose rock, and othe� ob�ectlonable mate�iole
2e Excavote the cross section to the lines and grodes of the foundotion of the liner os shoWn on the planse Bring over-excovated
oreas to grode by Increasing the thlckness of the liner or by bockfilling wlth moist soil compacted to the density of the
surrounding materlale
3e Rock rlprap llningse Practice 6e/59 Rlprape
4e Place fIlters9 beddings9 and foundation dralns to llne and grade in the manner speclflede Place filter and bedding materlals
i mmedi ately af ter slope preporati one For syntheti c f i lter f abri cs, overlap the downstream edge by at least l2 i nches wi th the
upstream edge Which is buried a minimum l2 lnches in a trench. See figure 6e14a, page 6.14.6. Space anchor pins every 3 feet
along the overlapa Spread granular materlals In a uniform layere When more than one qradatlon Is required, spread the layers so
there is minimal mixinge Filter materlal should consist of at least 3 Inches of materiol on all sides of the drain plpea The drain
pipe condult should be o minlmum of 4 lnches In diametere Acceptable moterlals Include perforated9 contlnuous, closed -�o1nt condults
of clay9 concrete9 metal9 plastic9 or other sultable materlal lPractice 6.8/9 Subsurface Draln)e
�GEOTEXTILE OR
GRAVEL BEDDING
TRAPEZOIDAL
TABLE
STONE CLASSIFICATION RIP RAP DEPTH
A 9"
B 18"
CLASS 1 24"
CLASS 2 24"-36"
NorE:
I.TO BE USED WHERE EXCESSIVE STORMy�ATER VELOCITIES
PROHIBIT VEGETATNE LlNINGS.
2. SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE
DESIGN PROCEDURE.
3. DIMENSIONS FOR D& W VARIES ACCORDING TO DESIGN.
4. RlP RAP DEPTH AS PER DESIGN OR REFER TO TABLE.
5e Perform oll chonnel construction to keep eroslon ond woter pollutlon to o minimum. lmmediotely upon completlon of the chonnel,
vegetate oll distu�bed o�eos o� otherWlse protect them ogoinst soil erosione Where chonnel constructlon WIlI toke longe� than 30
doys9 stabi llze chonnels by �eachese
MAINT ENANCE
lnspect channels at regular Intervals as well as after ma�or roins9 and make repairs promptlye Give speclal attentlon to the
outlet ond inlet sectl ons and other poi nts where concentrated f low enterse Coref ully check stabi li ty ot road crossi ngs, and
look f or I ndi coti ons of p1 pI ng, scour holes, or bank f ai lurese Make repoi rs immedi ately. Mai ntai n all vegetatl on ad � acent to the
channel 1 n a healthy, vi gorous condi ti on to protect the area f rom erosi on and scour duri ng out -of -bank f loW�
T EMPORARY ST REAM CROSSING (6070�
COARSE AGGREGATE 6" DEEP
2" DIAMETER OF PIPE OR 12"
WHICHEVER IS GREATER
FILTER FABRI
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
� ��7PPU3��'EB
CAPACITY OF PIPE CULVERTS=
BANK FULL FLOW
COARSE AGGREGATE
�- 25' MIN.
TOP OF BANK
ELEVATION
�IIIIiIiIFLOW lililllll
I; I; I; I; I; I; I; I; I; I; I; I; I
I' I' I' I' I' I' I' I' I' I' I' I' I
��:I:I:I:I:I:I:I:I:I:I:��
� STREAM CHANNEL �
I�i�i�i�i�i�i�i�i�i�i�l
I.I.I.I.I.I.I.I.I.I.I.I
PLAN
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
25' MIN. -
TOP OF BANK
CONST RUCT lON SPECIFICAT IONS
TYPICAL RIP RAP CHANNEL
� =11111
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�' �a��
S�'AGII�C
���
�XEST�hi� S�'fAC.�
�XRsifNG S�S��R��
�LT�RIVATE TE�IP�R�RY S�'R�AE� CR�SSfh�� ��R�C3GE��T�
2�OT Tf3 SCaLE
le Keep clearing and excavation of the stream banks and bed and approach sections to a minimume
2e Divert all surface water from the construction slte onto undlsturbed areas ad�oining the streame
3e Keep stream crossing ot rlght angles to the stream flowe
4e Allgn rood approaches wlth the center llne of the crossing for o minlmum dlstance of 30 feete Ra1se brldge abutments and
culvert fIlls a minlmum of l foot above the ad�olning opproach sectlons to prevent eroslon from surface runoff and to ollow flood
flows to pass around the structuree
5o Stabi lize all di sturbed oreas sub� ect to f lowi ng water9 i ncludi ng planned overf loW areas9 wi th rI prap or other sui table means i f
desl gn veloci ty exceeds the allowable f or the i n-place soI lo
6e Ensure that bypass channels necessary to dewater the crossing site are stoble before diverting the streama Upon completlon of
the crossi ng, f I ll, compact, and stabi li ze the bypass channel approprl atelye
7. Remove temporory streom crossings lmmedlotely when they ore no longer needede Restore the streom chonnel to Its orlginol
cross-sectlon, ond smooth ond opproprlately stobillze oll disturbed orease
8e Any In-streom control measures must be �emoved upon stobillzatlon of the o�eae
MAINT ENANCE
lnspect temporary stream crossings after runoff -producing rains to check for blockage In channel, eroslon of abutments, channel
scour, riprap olsplacement, or pipinge N1ake all repairs immediately to prevent further damage to the Instollatione
t't{i1t'CJa�ii `I.C� Y'flli�is E� [iv�c��nT
3-�t� Y�I1I�THS FU� STR�AG1 CROSSING
t�1�1TFR f�l\1FR�Ii?t�} ---.�
t/4 SUP�U�2TED
6 O
PLANS PREPARED BY:
Kimley>>> Horn
421 FAYETTEVILLE ST, SUITE 600
RALEIGH, NC 27601
PHONE. [phone]
FAX: [phone]
NC LICENSE �F-0102
�20�9
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KHA PROJECT:
012622011
DATEe
3-8-2019
FINAL PLANS
ERO-9

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
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ONSITE CONCRETE WASHOUT
STRUCTU RE WITH LI N ER
10'-0" M I N .
A
O � � O SANDBAGS (TYP.)
OR STAPLES
Z O O 10 MIL
� 1:1 PLASTIC SANDBAGS (TYP.)
o O SIDE SLOPE LINING OR STAPLES
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AN /.. . .., . .. ../.,i.
CLEARLY MARKED SIGNAGE SECTION A-A
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINED 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
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
HIGH 10'-0" MIN. SANDBAGS (TYP.)
COHESIVE & B OR STAPLES
LOW FILTRATION
SOIL BERM 10 MIL HIGH
O O � O COHESIVE &
� PLASTIC LINING LOW FILTRATION
1:1 SIDE SLOPE SOIL BERM
z O O _ (TYP.)
� 0 O O � �\��\� - \��\��\
p M N �\���\���\ \ � Z X� ��\���\�� �\
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' � n
�� � s° SECTION B-B 2-�
C
B
SANDBAGS TYP.) NOTES:
OR STAPLE 1. ACTUAL LOCATION DETERMINED IN FIELD
CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES
CONCRETE NOTING DEVICE (18"X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID
WASHOUT AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
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2" TO 3" �
COARSE
AGGREGATE
(6" MIN DEPTH)
RAILING
(s" M�N)
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MuD MAT �F���'�,o
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RAILING T�'� �LF
� 6„ M I N)� G`r� '�'%'�F
—
MAT OVERLAP PER —
MANUFACTURE SPECIFICATION
�Y•T,.,r�r:a.im�i
MUD MAT DETAIL
NoTEs:
1. MUD MAT(S) SHOULD BE LOCATED TO
PROV�DE FOR UTILIZATION BY ALL
CONSTRUCTION VEHICLES.
2. MUST BE MAINTAINED IN A CONDITION WHICH
1�IILL PREVENT TRACKING OR DIRECT FLONI OF
MUD INTO WETLAND.
3. MUD MAT(S) SHALL BE
UTILIZED IN NIETLAND AREAS TO
LIMIT IMPACTS FOR BRIDGE AND
BOARDWALK CONSTRUCTION.
FREQUENT CHECKS OF THE DEV�CE AND
TIMELY MAINTENANCE MUST BE PROV�DED BY
THE CONTRACTOR,
4. NUMBER AND LOCATION OF MUD MATS TO
MINIMIZE IMPACTS OR
DETERMINED BY THE ENGINEER.
5. CONTRACTOR MAY SUBMIT ALTERNATE MUD
MAT FOR APPROVAL.
6. CONSTRUCTION ENTRANCE
APPROACHES TO MUD MAT SHALL BE
INCIDENTAL TO THE MUD MAT PAY
ITEM.
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TEMPORARY LINERS (RECP'S)
O�ne�ap �a' n�irti
�rerart cF�iririe:l �' tc a:!�ua b�dkir�y .
ry
durir� s�eedbed falep�v�tio�� . , � . .
*�*��
�� ,.,.,.:.�.:.
a �_�:�.�..:
.�.:..�:��:::�.� �� .
ExcaMnte �harrae� ta d�.si�n
grade ar�i ��ass-se�tia�n
�..... . . . �a
Ti�prcak instaflaFi�n
w�ith e�siar� corrtrol
���Y7�''JEtS �f 1'llf"�
r+eenf�r��n�ex�t mats
Shirc I�lap �p�ice� �nd� �r be�ir� r�e�r
rall in an in��t#er�t check sf�--F
�r�ep�r� s�ail ar�d app�f}� s�ed be.f
e
irrstal lang bhurikets. mats �r .. , ''
�� �� i�� ��� �
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w . `r
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� b�esis�n velvcities �,x��e��ng � ftlsac r��{uire ��rt�parnr� bkankets. mat� ar similar lir�ers �� Fa-4te�t
s�e.d artid s�il urFkil ,reg�strrtian be�ar�es es-ra�ol��h�e�d.
s e.
�. �ra.�s-tine.d cFn�ru�el� with des�gn we.l�citie.s e.xce�ir�g �i #tls�c sho�d include. tUrf re�in#arce�nea�t
.. rt�ats
Ta�l� B.7 T6� Peemiss�ble 5���� Stress, �R, �i �'a�ia�us RE��'s
���. �� ���t
c��� �r��t r� �d� �r,� ��� �� r�
���
E�egra�ble RE�P's (�Jnwe�etat�� Nets and �+luleh 0_�J -{}.2 �:1
�oir Mesh 0_� - 3.� 3:1
�lanket - Single N�t 7 _SS - �.� �:'f
�lanket- �oubee Net 7_65 - 3.� �:�
Nortidegrad�ble RECP's U rrvegetat�ed TF�+I** 2-� �:1
Pa�alFy �etat� lRM � - � ��1:�
�ulEg��llegetated S - 1� �7:�
'�t,�ep�r �Jape limits m3y appfy. �or iu�the� in#a�m3ation, �antac# #h� r�anufa�ttrrer.
.. *' Turf F��irY�orcemerrt F.+lat_
l�rc�it�.idiml
anchor tr�ench
�en
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CO/ySTRU�TlO/y SPECIFICATIONS
coNsrRu�r�oN
G�ode the su�foce of Instollotlon oreos so thot tlae ��ound is smooth ond loose. {�h�en seeding prlo� to
instol%tlon. folloW th�e steps for seed bed preporot�on. soil omendments, ond seeding All gul/ies, rills, and
any other disturbed oreos must be fine groded prior to lnstol%tfon. Spreod seed before RECP installotion.
flmportont: RemoVe all large rocks. dirt c%ds, stumps. roots. grass clumps. trosh. ond other obstructions
from th�e soil surface to olloW for direct contoct betryeen the soil surfoce ond th� RECP.J
Terminal anch�or trenches ore required ot RECP ends ond inte�mittent t�ench�es must be constructed ocross
clbnnels ot 25-foot Inte�Vols.Te�minol onch�or trench�es should be o minlmum of l2 lnch�es In depth ond 6
inclaes in yyidth, yyhile intermittent trenches need be only 6 iRches desp ond 6 inclaes Wide.
lnstallation for Slopes - Ploce the RECP 2-3 feet oyer the top of tl�e slope ond into on excavated end trench
meosuring opp�oxTmotely l2 Inches deep by 6 Inches W�de. Pln th� RECP ot l foot Interyols olong th�e bottom
of tlae trench, bockflll, ond compoct. Un�oll tlae RECP doyyn fo� olongJ tiae slope molntolnlng dl�ect contoct
betyyeen tlae soil and tlae RECP.Oyerlop adjocent rolls a minimum of 3 inclaes.Pin tlae RECP to tlae ground
usTng stoples or pins in o 3 foot cente�-to-center pottem.Less f�equent stopling/pimiing is occeptoble on
moderote slopes.
lnstollotion in Chnnnels - ExcoVate terminol trench�es ll2 inch�es deep ond 6 inches W�del oc�oss tlae chonnel
at the upper ond lot�yer end of th�e lined ch�annel sections. At 25-foot intervols along th�e chnnnel,onchor the
RECP ocross the chnnnel either in 6 inch by 6 inch trenches o� by instolling tWo closely spoced rorys of
anciaors. Excavate longitudinal treRches 6 inches deep ond Wide along chnnnel edges (aboVe Woter lineJ in
Whlch to bury th�e outslde RECP edges. P/oce th�e flrst RECP ot th�e doWnst�eom end of the chnnne/. P/oce
tlae end of the flrst RECP In the t�eminol trench ond pIn It ot l foot lnteryols o%ng the bottom of the trench.
Once pinned ond bockfllled, tlae RECP Is deployed by W�opping oye� th�e top of the t�ench ond unrolling
upstreom. lf the channel is Wide� tla�n tlae p�oylded �olls.p/oce ends of adjocent �olls in th�e terminol trencl�
oye�lopping tlae od jocent rolls o minimum of 3 Inch�es. Pin ot l foot Inte�yols. bockflll, ond compoct. Unroll
tlae RECP in tlae upstreom di�ection until reoching tlae first inte�mittent trencl� Fold the RECP bock oyer
iteself. positioning the roll on th�e doWnstream side fo the trencl� and allo�ying th� mat to conform to the
trench.
Th�en pin th�e RECP ftwo loyersl to the bottom of the trench, bock?ll, ond compact. Continue up the channel
fyyropping oyer the top of the intermittent trenchl repeoting this step ot other intermittent trenches,until
reoching th�e uppe� te�minol t�ench. At tl�e upper te�minol trench. alloyy the RECP to confo�m to th�e
t�ench,secure Wlth pins or stoples,bock?ll,compoct ond then bring the mot bock oye� the top of the trench
ond onto t exlsting mot f2 to 3 feet oye�lop ln tlae doWnstreom di�ectionJ, ond pin ot l f�ot Inte�yols ocross
tlae RECP. y�hen sto�ting Instol%tlon of o neW rol%begln In o t�ench o� shingle-lop ends of rolls o min7mum
of l foot yyith upstreom RECP on top to p�eVent uplifting. Ploce the outside edges of tiae RECP(s) in
longltudlnol t�encl�es. pin, bock?ll. ond compoct.
MaNTENANCE
l. lnspect Rolled Erosion Control Products ot leost Weekly ond after eoch signi?cant fl/2 inch or greoterl
roln fall eyent repolr Immedlotely.
2 600d contoct yylth the ground must be molntolned, ond eroslon must not occur beneoth the RECP.
3. Any oreos of th�e RECP thot ore domoged o� not In c/ase contoct Wlth th�e g�ound shn// be �epol�ed ond
stopled.
4. lf eroslon occu�s due to poorly controlle� droinoge, the problem sholl be ?xed ond th�e e�oded o�eo
protected.
5. tilonitor ond repoir the RECP as necessory until ground coVer is estoblish�ed.
PLANS PREPARED BY:
Kimley>>> Horn
421 FAYETTEVILLE ST, SUITE 600
RALEIGH, NC 27601
PHONE. [phone]
FAX: [phone]
NC LICENSE �F-0102
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GENERA� NOTES
SPECIFICATION
10 CURRENT EDITION OF THE AASHTO LRFD GUIDE SPECIFICATIONS FOR PEDESTRIAN
BRIDGES9NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BICYCLE FACILITIES
PLANNING AND DESIGN GUIDELINES,NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STRUCTURES DESIGN MANUAL9NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES9AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS,AND THE INCORPORATED PROJECT SPECIAL PROVISIONSo
2o FOR TIMBER BOARDWALK9SEE SPECIAL PROVISIONSo
MATERIAL AND �IORKMANSHIP
10 PROVIDE ALL MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES,2018 EDITION9UNLESS OTHERWISE SPECIFIED ON THE
PLANS OR IN THE SPECIAL PROVISIONSo
DESIGN DATA
10 UNIFORM PEDESTRIAN LIVE LOAD_______________90 PSF
2o VEHICULAR LIVE LOAD__________________________AASHTO H-5
3o WIND LOAD_____________________________________PER AASHTO
4o WATER LOAD____________________________________PER AASHTO
5o SEISMIC LOAD__________________________________PER AASHTO
6e TEMPERATURE LOAD PER AASHTO
FOUNDATIONS
10 FOR FOUNDATION RECOMMENDATIONS AND DESIGN INFORMATION9REFER TO THE
FALCON ENGINEERING GEOTECHNICAL REPORT DATED SEPTEMBER 23,20150
2o FOUNDATION RECOMMENDATIONS ARE BASED ON THE MAXIMUM FACTORED AXIAL
PILE �OADS LISTED BE�OWe IF FINAL DESIGN LOADS EXCEED THESE LOADS,REVISED
FOUNDATION RECOMMENDATIONS SHALL BE PROVIDED BY THE CONTRACTOR'S
GEOTECHNICAL ENGINEERo
30
�
FOR PILES9SEE SECTION 450 OF THE STANDARD SPECIFICATIONSo
PILES AT BENTS 1 THROUGH 3 ARE DESIGNED FOR A FACTORED RESISTANCE
OF 8 TONS PER PILEa
�
.: .
70
.
..
�
DRIVE PI�ES AT BENTS 1 THROUGH 3 TO A REQUIRED DRIVING RESISTANCE OF 16
TONS PER PILEo
INSTALL PILES AT BENTS 1 THROUGH 3 TO A TIP ELEVATION NO HIGHER THAN 329
FEETo
PILES AT END BENTS 1 AND 2 AND BENTS 4 THROUGH 35 ARE DESIGNED FOR A
FACTORED RESISTANCE OF 5 TONS PER PILEo
DRIVE PILES AT END BENTS 1 AND 2 AND BENTS 4 THROUGH 35 TO A REQUIRED
DRIVING RESISTANCE OF 10 TONS PER PILEo
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INSTALL PILES AT END BENTS 1 AND 2 AND BENTS 4 THROUGH 35 TO A TIP ELEVATION
NO HIGHER THAN 332 FEETe
10o THE SCOUR CRITICAL ELEVATION FOR BENTS 1 THROUGH 3 IS 337 FEETo SCOUR
CRITICAL E�EVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS
DURING THE LIFE OF THE STRUCTUREo
11e THE SCOUR CRITICA� ELEVATION FOR END BENTS 1 AND 2 AND BENTS 4 THROUGH 35
IS 338 FEETo SCOUR CRITICAL ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR
PROBLEMS DURING THE LIFE OF THE STRUCTUREa
12o IT HAS BEEN ESTIMATED THAT HAMMER WITH AN EQUIVALENT RATED ENERGY IN THE
RANGE OF 8,000 TO 12,000 FTo—LBS PER BLOW WILL BE REQUIRED TO DRIVE PILESo
THIS ESTIMATED ENERGY RANGE DOES NOT RELEASE THE CONTRACTOR FROM
PROVIDING DRIVING EQUIPMENT IN ACCORDANCE WITH SUBARTICLE 450-3 (D)(2)OF
THE STANDARD SPECIFICATIONSo
13o TIMBER PILE DRIVING SHOES ARE REQUIRED FOR TIMBER PILESo
14o TIMBER PILES SHALL HAVE A MINIMUM TIP DIAMETER OF 8"0
°� DRAWN BYo Jo Jo DEBROW DATEo 3/19
� CHECKED BYo Jo Jo PICCIRILLI DATEo 3�19
M DESIGN ENGINEER OF RECORDo Je Co WILSON DATEe 3�19
TIMBER BOARD�ALK
10 TIMBER BOARDWALK SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER BASED UPON
THE SPECIFIED DESIGN CRITERIAoTHE TIMBER BOARDINALK PLANS AND CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF NORTH CAROLINAoPLANS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEIN
AND APPROVALoCONSTRUCTION OF THE TIMBER BOARDINALK SHALL NOT BEGIN UNTIL
ALL APPROVALS HAVE BEEN RECEIVEDo
2o SEE ROADWAY PLANS FOR SPAN ARRANGEMENTo
APPROACH RAILINGS
10 APPROACH RAILINGS SHALL BE PROVIDED AT EACH CORNER OF THE BOARDINALK PER TIMBER
BOARDWALK SPECIAL PROVISIONo
STRUCTURAL TIMBER AND LUMBER
10 ALL PILING,STRUCTURAL FRAMING9DECKING,NAILERS,AND PEDESTRIAN RAIL COMPONENTS SHALL
BE PRESSURE TREATED SOUTHERN PINE SURFACE DRY (S4S)WITH A MOISTURE CONTENT OF 19%
OR LESS9MEETING THE REQUIREMENTS OF SECTION 1082 OF THE STANDARD SPECIFICATIONSa
MINIMUM GRADE SHALL BE NOo 1 DENSE FOR LUMBER 2" AND 4" THICKo LUMBER 5" AND THICKER
SHALL BE MINIMUM GRADE NOo1 DENSEo
2o TIMBER AND LUMBER SHALL BE TREATED WITH WATERBORNE PRESERVATIVES (CCA OR ACQ)IN
ACCORDANCE WITH AINPA STANDARD U19COMMODITY SPECIFICATION A,TO THE REQUIREMENTS OF
THE FOLLOWING USE CATEGORIESo
Ao PILESo UC4C
Bo BACKWALLS9 WINGWALLS9 CAP BEAMS AND STRINGERSo UC4B
Co DECKING9PEDESTRIAN RAILING COMPONENTS9ALL OTHER LUMBERoUC3B
3o EACH DECKING MEMBER SHALL BE INSTALLED BARK SIDE UP TO PREVENT CUPPINGa
4o MAXIMUM SPACING OF DECKING MEMBERS SHALL BE �/8"0
5o ALL VERTICAL MEMBERS SHALL BE PLUMBo
6o ALL SAW CUTS9BOLT HOLES9AND OTHER HOLES SHALL BE TREATED WITH APPROPRIATE
PRESERVATION SOLUTION PRIOR TO INSTALLING BOLTSa
7o UNLESS NOTED OTHERWISE9MECHANICAL WOOD CONNECTIONS SHALL BE INSTALLED PER
MANUFACTURER RECOMMENDATIONS9WITH ALL FASTENER HOLES FULLY POPULATEDo
8o ALL CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONSo
9a ALL FASTENERS,CONNECTORS AND BOLTS SHALL BE HOT—DIP GALVANIZED AND CONFORM
TO ASTM A3259WITH NUTS CONFORMING TO ASTM A563 AND WASHERS CONFORMING TO
ASTM F436, UNLESS NOTED OTHERINISEo
CONSTRUCTION
1a CONSTRUCTION OF THE BOARDWALK SHALL BE PERFORMED SO AS TO NOT ALLOW DEBRIS
TO FALL INTO THE WATERo
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TOTAL BILL OF MATERIALS
TIMBER
BOARD�IALK1
LUMP SUM
TIMBER BOARDWA�K C� 12+50e00 —L1— LUMP SUM
1e �UMP SUM PAY ITEMS FOR TIMBER BOARDWA�K SHA�L INC�UDE ALL
ENGINEERING,LABOR,MATERIALS,EQUIPMENT,DELIVERY AND OTHER
INCIDENTALS NECESSARY FOR THE TIMBER BOARDWALK,APPROACH
SLAB9 APPROACH RAILING9 ETCo
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Kim e >>>H rn
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421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
NC LICENSE #
Phone [phone] F-0102
This document, toyelher with the concepts and designs presenled herein, as an
instrument of serv�ces, is intended only for the specific purpose ond client for
which it was prepared. Reuse of and mproper reliance of this document withoul
written author�zation and adaption by Kimley—Horn and Associotes, Inc. sholl be
without liobility to Kimley—Horn ond Assoc�oles, Inc.
Copyright Kimley—Hom and Associotes, Inc., 2019
PROJEC T No� U- 5 5 3 0 G A
WAKE couNTY
STATION� 12+50000 -�1-
TO�N OF FUQUAY-�ARINA
PARK DEPOT GREENWAY
GENERAL NOTES
REVISIONS
N0. BY: DATE: N0. BY: DATE:
� �
SHEET NOa
S-1
TOTAL
SHEETS
3

DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838
NoTEs
APPROACH SLAB IS REQUIRED AT BOTH ENDS OF BOARDWALK AND
SHALL BE 10'x10' AND CONSTRUCTED PER "SECTION A—A"o
TIMBER BOARDWALK END BENT PLA
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Kim e >>>H rn
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421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
NC LICENSE #
Phone [phone] F-0102
This document, toyelher with the concepts and designs presenled herein, as an
instrument of serv�ces, is intended only for the specific purpose ond client for
which it was prepared. Reuse of and mproper reliance of this document withoul
written author�zation and adaption by Kimley—Horn and Associotes, Inc. sholl be
without liobility to Kimley—Horn ond Assoc�oles, Inc.
Copyright Kimley—Hom and Associotes, Inc., 2019
PROJECT
No� U-5530GA
WAKE couNTY
STATION� 12+50000 -�1-
T 0 IN N
N0. BY:
�
OF FUQUAY-�ARINA
SUBSTRUCTURE
BOARDWALK DETAILS
REVISIONS
DATE: N0. BY: DATE:
SHEET NOa
S-2
TOTAL
SHEETS
3
I I I

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REVISIONS
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