20240533 Ver 1_08_2024.04.10_DunnCrk_Culvert_75%_Plan Sheet_20240410

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VICINITY MAP
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SURVEYS PROVIDED BY:
MCKIM & CREED
GEOTECHNICAL INVESTIGATIONS BY:
GEOTECHNOLOGIES, INC.
GRAPHIC SCALE
10 0 20
PLANS
10 0 20
PROFILE (HORIZONTAL)
1 0 2
PROFILE (VERTICAL)
PREPARED IN THE OFFICE OFo
DUNN CREEK
CULVERT REPLACEMENT
CONSTRUCTION PLANS
SP-23-23
LOCATION: E JUNIPER AVE. FROM APPROXIMATELY 170' EAST
OF MEADOWGRASS LANE TO APPROXIMATELY 550' WEST
OF TRANSITIONS GRANDE BLVD.
BEGIN PROJECT
BEGIN CONSTRUCTION
-L - Sto. II +79.00
"N ------
F TO N WHITE ST
------------- C
-----C
--- �___—_= _____�
� I
Kimley))Horn
INC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
© 2024
I
E. JUNIPER AVE. ---
END PROJECT
END CONSTRUCTION
-L - Sta. 13 +50.00
-AT/O4VS
&
75%
INCOMPLETE PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS, AND HANDICAP RAMPS
ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY TOWN STANDARDS.
THESE FACILITES HAVE BEEN APPROVED BY THE TOWN OF WAKE FOREST AND
SHALL BE SO INSTALLED UNLESS A CHANGE IS APPROVED BY THE TOWN OF WAKE
FOREST.
EXECUTION OF THIS CONSTRUCTION PLAN BY THE REVIEW ENGINEER FOR THE
TOWN OF WAKE FOREST IN NO WAY LIMITS THE RESPONSIBILITY OF THE OWNER
AND ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH ALL FEDERAL,
STATE, AND LOCAL STANDARDS AND/OR CONDITIONS.
PROJECT REFERENCE NO.
SHEET NO.
011311069
1
TOWN of
WAKE FOREST
SITE PERMITTING APPROVAL
WATER AND SEWER PERMITS (IF APPLICABLE
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER
SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS
PROJECT HALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # S-XXXX
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER
SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS
PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # W-XXXX
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
CITY OF RALEIGH DEVELOPMENT APPROVAL
RALEIGH WATER REVIEW OFFICER
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
PLANNING

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INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
TITLE SHEET
1A
INDEX OF SHEETS, LIST OF STANDARD DRAWINGS AND GENERAL NOTES
1B
CONVENTIONAL PLAN SHEET SYMBOLS
2
TYPICAL SECTIONS, PAVEMENT SCHEDULE AND MISCELLANEOUS DETAILS
2A
CONSTRUCTION DETAILS
2111
DRAINAGE DETAILS
31
DRAINAGE SUMMARY SHEET
4 AND 5
ROADWAY PLAN AND PROFILE
TMP-1 THRU TMP-6
TRAFFIC AND PEDESTRIAN CONTROL PLANS
SD-1
SPECIAL SIGN DESIGN (OMITTED)
PMP-1
PAVEMENT MARKING AND SIGNING PLANS
EC-1 THRU EC-9
EROSION CONTROL SHEETS AND DETAILS
UC-1 THRU UC-X
UTILITIES CONSTRUCTION PLANS (OMITTED)
X-0 THRU X-2
CROSS SECTIONS
THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN
THE IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT
OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2024 ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD NO.
DESCRIPTION
200.02
METHOD OF CLEARING - METHOD II
225.02
GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
225.04
METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT
300.01
METHOD OF PIPE INSTALLATION
654.01
PAVEMENT REPAIRS
840.00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01
BRICK CATCH BASIN - 12" THRU 54" PIPE
840.02
CONCRETE CATCH BASIN - 12" THRU 54" PIPE
840.03
FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN
840.14
CONCRETE DROP INLET - 12" THRU 30" PIPE
840.15
BRICK DROP INLET - 12" THRU 30" PIPE
840.16
DROP INLET FRAME AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15
840.18
CONCRETE GRATED DROP INLET TYPE 'B" - 12" THRU 36" PIPE
840.25
ANCHORAGE FOR FRAMES - BRICK, CONCRETE OR PRECAST CONCRETE
840.31
CONCRETE JUNCTION BOX - 12" THRU 66" PIPE
840.32
BRICK JUNCTION BOX - 12" THRU 66" PIPE
840.54
MANHOLE FRAME AND COVER
840.66
DRAINAGE STRUCTURE STEPS
840.72
PIPE COLLAR
846.01
CONCRETE CURB, GUTTER, AND CURB & GUTTER
848.01
CONCRETE SIDEWALK
848.02
DRIVEWAY TURNOUT - RADIUS TYPE
876.02
GUIDE FOR RIP RAP AT PIPE OUTLETS
CITY OF RALEIGH— PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
CITY OF RALEIGH DEVELOPMENT APPROVAL
RALEIGH WATER REVIEW OFFICER
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
SITE DEVELOPMENT DENOTED AS "BY OTHERS" WILL BE CONSTRUCTED PRIOR TO THE LETTING OF THIS PROJECT.
ALL DIMENSIONS ARE IN RADII, EDGE OF PAVEMENT, TO CENTERLINE, CENTER TO CENTER ON STRIPES,
AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED.
PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS PER TOWN OF WAKE FOREST SPECIFICATIONS.
CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF 4" THICKNESS.
CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN
ACCORDANCE WITH NCDOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER
THAT CROSSWALKS ARE ALIGNED BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO
THE ROADWAY/DRIVE LANE. REFER TO PLANS FOR LOCATION.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES) AND NCDOT STANDARDS.
CONTRACTOR TO GRADE FILL/CUT SLOPES TO TIE INTO EXISTING GROUND AND AVOID PONDING.
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN
INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
DEMOLITION NOTES
THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE EXISTING TRAVEL PATTERNS
ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL FROM THE TOWN OF WAKE FOREST AND/OR NCDOT.
THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL REQUIREMENTS
REGARDING REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS.
ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR.
STREETLIGHTS, STREETLIGHT FOUNDATIONS, SIGN FOUNDATIONS, AND WAYFINDING SIGN FOUNDATIONS
SHALL BE REMOVED BY THE CONTRACTOR DURING GRADING OPERATIONS UNLESS OTHERWISE DIRECTED.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S).
CLEANOUTS AND METERS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION THAT ARE
TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH WITH NEW GRADE.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS OTHERWISE
NOTED ON PLANS.
ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD THERMOPLASTIC PAVEMENT
MARKINGS UNLESS OTHERWISE NOTED ON PLANS.
ALL WORK MUST BE COMPLETED WITHIN CONSTRUCTION LIMITS SHOWN ON PLANS.
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAWCUT TO OBTAIN A CLEAN
EDGE FOR NEW CONSTRUCTION. EXISTING SIDEWALK SHALL BE REMOVED WITH CAUTION AS TO NOT DAMAGE
TREE ROOTS WITHIN CRITICAL ROOT ZONES. PREFERED METHOD OF REMOVAL IS BY HAND. SAW CUT EXISTING
ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE.
CONTRACTOR SHALL RESTORE ANY LAY -DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO THE
SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS PERFORMED IN
ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS.
ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED AND REUSED ON SITE
WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND DRAWINGS.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE
MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.
clur-= 11I/1TCC
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD
SURVEY PERFORMED BY WETHERILL ENGINEERING AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS
NECESSARY TO AVOID DAMAGING OR DESTROYING EXISTING SERVICES.
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH
THESE PLANS AND SPECIFICATIONS SET FORTH AND APPROVED BY THE TOWN OF WAKE FOREST. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING
SHALL REMAIN IN PLACE DURING CONSTRUCTION.
TRAFFIC CONTROL FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED IN COMPLIANCE
WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
THE CONTRACTOR, AT ALL TIMES, KEEP THE SITE FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR
RUBBISH CAUSED BY CONTRACTOR EMPLOYEES OR THEIR WORK. ALL DEBRIS SHALL BE REMOVED FROM THE
PROJECT SITE ON A DAILY BASIS. DO NOT USE SIDEWALK TRASH CANS OR BUSINESS DUMPSTERS AROUND SITE.
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR,
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW.
NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE OWNER.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL
COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT.
THE RELOCATION OF ANY WATER OR SEWER UTILITY SERVICE REQUIRED TO COMPLETE ANY PORTION OF THESE
CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM OF 2 FEET FROM EDGE OF TRAVELWAY
UTILITY NOTES
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE [phone]) AT LEAST 72
HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR TO CONTACT LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT
OF "NORTH CAROLINA ONE CALL."
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF EXISTING
UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY IF SHOWN ON THE PLANS.
ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET SO THAT TOPS/RIMS ARE
FLUSH WITH FINISHED GRADE OF ROADWAY AND SIDEWALK. LOCATIONS AND SIZES OF EXISTING PUBLIC AND
PRIVATE UTILITIES SHOWN ON THESE PLANS ARE FROM CITY AND UTILITY COMPANY RECORDS ONLY. THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING
FROM FAILURE TO DO SO.
CONTRACTOR SHALL VERIFY EXISTING WATERLINE ELEVATION IN RELATION TO PROPOSED STORM PIPE
INSTALLATION. INVESTIGATION SHALL BE INCIDENTAL TO STORM PIPE INSTALLATION. IF LESS THAN 6"
CLEARANCE BETWEEN PROPOSED STORM AND EXISTING WATERLINE, RELOCATE WATERLINE TO PROVIDE
12" MINIMUM SEPARATION BETWEEN THE STORM AND WATERLINE. IF BETWEEN 121, AND 241, CLEARANCE
BETWEEN THE PROPOSED STORM PIPE AND EXISTING WATERLINE, PROVIDE PIPPLEINE CROSSING. IF GREATER
THAN 24" CLEARANCE BETWEEN THE PROPOSEDSTORM PIPE AND EXISTING WATERLINE, NO ADDITIONAL WORK
IS REQUIRED.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND SEWER UTILITIES. CONTRACTOR
SHALL BE RESPONSIBLE TO RECONNECT WATER SERVICE WHERE STORM DRAIN IS IN CONFLICT. CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF RALEIGH ON WHICH WATER METERS ARE ACTIVE.
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFYING EXACT LOCATION, ORIENTATION, AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION OR ORDERING MATERIALS. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE
INCURRED TO EXISTING UTILITIES TO THE ORIGINAL OR BETTER CONDITION AT NO ADDITONAL COST TO
THE DEPARTMENT.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED
THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.
PREPARED IN THE OFFICE OFo
■
NC LICENSE #F-0102
Klmley))Horn 421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2024
GENERAL NOTES
GRADE LINE:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE
POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN
ORDER TO SECURE A PROPER TIE-IN.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS
WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE
CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE:
WAKE ELECTRIC - CHRIS WRIGHT
RALEIGH WATER - TIM BEASLEY
TOWN OF WAKE FOREST POWER - CHRIS TERRELL
DOMINION ENERGY -
TOWN OF WAKE FOREST - CHRIS GLASS AND STEVE MEYER
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS.
CONTRACTOR TO BE AWARE OF AERIAL TRANSMISSION OPERATING AT 115kV. CONTRACTOR TO COMPLY WITH OSHA/NESC GUIDELINES
CURB RAMPS:
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS AND WILL NEED TO BE CONFIRMED IN THE FIELD.
THE CONSTRUCTION OF ALL CURB RAMPS SHALL BE IN ACCORDANCE WITH TOWN DETAILS OR DETAILS SHOWN ON THE
PLANS. THE MAXIMUM SLOPE IS 12:1 FOR ALL CURB RAMPS. TOWN INSPECTOR TO REVIEW ALL RAMP FORMS BEFORE
CONCRETE POURS. CURB RAMP WIDTH SHALL MATCH THE WIDTH OF THE SIDEWALK.
SAFETY:
PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS,
FENCING, AND SIGNAGE.
EROSION CONTROL:
THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED BY THE ENGINEER IN
THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO PLACING EROSION CONTROL
MEASURES. SEE EROSION CONTROL PLANS.
TRAFFIC CONTROL:
TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE INCLUDED IN THIS PLAN SET.
ALL TRAFFIC CONTROL DEVICES AND OPERATIONS SHALL CONFORM TO NCDOT 2024 ROADWAY STANDARD
DRAWINGS FOR TRAFFIC CONTROL. SEE TRAFFIC MANAGEMENT PLANS.
OTHER:
CONTRACTOR SHALL COORDINATE WITH THE TOWN OF WAKE FOREST FOR TOWN INSTALLATION OR
MODIFICATION OF SIGNING FOR PROJECT. (I.E. PARKING SIGNING STREET SIGNS)
CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO EACH BUSINESS. RESIDENCES, BARRICADES, ETC. SHALL BE
UTILIZED TO SAFELY CHANNELIZE PEDESTRIAN TRAFFIC THROUGH A WORK ZONE. THIS WORK SHALL BE
INCIDENTAL TO THE PROJECT AND THERE WILL BE NO PAY ITEM FOR THIS WORK.
THE CONTRACTOR SHALL KEEP THE ROADWAY AND SIDEWALKS CLEAN OF DEBRIS THROUGHOUT THE ENTIRE
DURATION OF THE PROJECT. THE TOWN WILL INSPECT THE STREETS AND SIDEWALKS PERIODICALLY TO ENSURE
THIS IS BEING COMPLETED. THIS WORK WILL BE INCIDENTAL TO THE PROJECT AND THERE WILL BE NO PAY
ITEM FOR THIS WORK.
CONTRACTOR SHALL COORDINATE WATER AND SEWER WORK WITH THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH PRIVATE UTILITIES AND
ANY ADDITIONAL SUPPORT OF EXISTING POLES AS REQUIRED FOR TRENCH EXCAVATION. ALL COSTS
OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR.
ALL PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT CONTINUOUS LINE. CURBS AND CONCRETE
DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS
AND TO THE FULL WIDTH. CURBS AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING.
ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH
AS TREES, VEGETATION, FENCING, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF -SITE AT A STATE APPROVED DISPOSAL SITE. THE CONTRACTOR SHALL RECEIVE
TOWN APPROVAL FOR ANY LANDSCAPE REMOVAL NOT SHOWN ON PLANS.
CONTRACTOR SHALL MAINTAIN A MEANS FOR INGRESS/EGRESS TO EACH PROPERTY AT ALL TIMES.
CONTRACTOR SHALL NOTIFY BUSINESSES AT LEAST 7 DAYS PRIOR TO CONSTRUCTION THAT CONSTRUCTION
ACTIVITY WILL TAKE PLACE IN THEIR AREA.
WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS NECESSARY,
AND AN EASEMENT HAS NOT BEEN PROVIDED, THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY
OWNERS AND OBTAIN WRITTEN APPROVAL FOR THAT ENCROACHMENT. A COPY OF THIS APPROVAL SHALL
BE PROVIDED TO THE ENGINEER.
RIGHT-OF-WAY OBSTRUCTION NOTES:
PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE
ENGINEERING INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC COMPONENTS OF THE APPROVED PLAN,
AND ENSURE ALL PERMITS ARE ISSUED.
ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL, AND THE LATEST EDITION OF THE NCDOT "STANDARD SPECIFICATION FOR ROADWAY STRUCTURES",
NCDOT "ROADWAY STANDARD DRAWING MANUAL", AND THE NCDOT SUPPLEMENT TO THE MUTCD.
ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE
WITH MOBILITY CONCERNS. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL
BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), THE
ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS INCOMPLETE PLANS
LIST OF STANDARD DRAWINGS
°°"°'"�'°°'""""�"°"
AND GENERAL NOTES
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
PLANNING
NOT TO SCALE
PROJECTo
JOB NUMBER°
DUNN CREEK
CULVERT REPLACEMENT
SP-23-23
01131 1069
SHEET NUMBER°
IA

nu
Note: Not to Scale
BOUNDARIES AND PROPERTY.•
State Line
---- -----
County Line
--- ----
Township Line
-- --
City Line
- -
Reservation Line
Property Line
Existing Iron Pin (EIP)
O
Computed Property Corner
X
0
Existing Concrete Monument (ECM)
0
Parcel/Sequence Number
123
Existing Fence Line
—x
x x-
Proposed Woven Wire Fence
Proposed Chain Link Fence
El
Proposed Barbed Wire Fence
Existing Wetland Boundary
- -
- -WLB- - - -
Proposed Wetland Boundary
WLB
Existing Endangered Animal Boundary
EAB
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
o,
Sign
G
Well
W
I
Small Mine
15Z1
I
oFoundation
0
Area Outline
O
o
Cemetery
fi
i
Q_
o
Building
oSchool
Church
�
Q]
Dam
HYDROLOGY.-
Stream or Body of Water
.. ...
Hydro, Pool or Reservoir
F --
— — — —
Jurisdictional Stream
is —
c�
c
Buffer Zone 1
Bz I
j
o
Buffer Zone 2
Bz 2
I
Flow Arrow
<
0
Disappearing Stream
Spring
a
Wetland
0
Proposed Lateral, Tail, Head Ditch
J
False Sump
FLAY
STATE OF NORTH c(-'A ROLINA, DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS. -
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned —
RR Dismantled —
CSX TRANSPORTATION Woods Line
O Orchard 0 e? 0
MILEPOST 35
❑ Vineyard Vineyard
SWITCH
EXISTING STR UCTURES:
-------- MAJOR:
RIGHT OF WAY & PROJECT CONTROL:
Primary Horiz Control Point 0
Primary Horiz and Vert Control Point 0
Secondary Horiz and Vert Control Point
Vertical Benchmark m
Existing Right of Way Monument 0
Proposed Right of Way Monument
(Rebar and Cap)
Proposed Right of Way Monument
(Concrete)
Existing Permanent Easement Monument
Proposed Permanent Easement Monument
(Rebar and Cap)
Existing C/A Monument
Proposed CAA Monument (Rebar and Cap)
Proposed C/A Monument (Concrete)
Existing Right of Way Line —
Proposed Right of Way Line —
Existing Control of Access Line —
Proposed Control of Access Line —
Proposed ROW and CA Line
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 —
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
0
I�RWN
A
E
E
TDE
PDE
DUE
PUE
TUE
AUE
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 n
Proposed Cable Guiderail
a a a n
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
Single Shrub o
Hedge
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
PREPARED IN THE OFFICE OFo
Bridge, Tunnel or Box Culvert CONC
Bridge Wing Wall, Head Wall and End Wall - CONC WW
MINOR:
Head and End Wall CONC Hw
Pipe Culvert
Footbridge >----------<
Drainage Box: Catch Basin, DI or JB
El CB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
5
UTILITIES. -
SUE — Subsurface Utility Engineering
LOS — Level of Service — AAC or D
(Accuracy)
POWER:
Existing Power Pole
Proposed Power Pole
b
Existing Joint Use Pole
f
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
HH
H-Frame Pole
U/G Power Line Test Hole (SUE - LOS A)* —
m
U/G PowerLine(SUE -LOS B)*
----P----
U/G Power Line (SUE - LOS C)*
- —P— -
U/G Power Line (SUE - LOS D)*
P
TELEPHONE:
Existing Telephone Pole
-�
Proposed Telephone Pole
-0-
Telephone Manhole
OO
Telephone Pedestal
❑T
Telephone Cell Tower.
U/G Telephone Cable Hand Hole
HH
U/G Telephone Test Hole (SUE
- LOS A)* —
m
U/G Telephone Cable (SUE -
LOS B)*
- - - -T- - - -
U/G Telephone Cable (SUE -
LOS C)*
- —T— -
U/G Telephone Cable (SUE -
LOS D)*
T
U/G Telephone Conduit (SUE -
LOS B)*
- - - -TC- - - -
U/G Telephone Conduit (SUE -
LOS C)*
- —TC— -
U/G Telephone Conduit (SUE -
LOS D)*
TC
U/G Fiber Optics Cable (SUE -
LOS B)*
- - - —T FO— - -
U/G Fiber Optics Cable (SUE -
LOS C)*
- —T FO— -
U/G Fiber Optics Cable (SUE -
LOS D)*
T FG
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2024
CONVENTIONAL SHEET SYMBOLS I wrw=p TB L*AgNS
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line Test Hole (SUE - LOS A)* —
U/G Water Line (SUE - LOS B)*
U/G Water Line (SUE - LOS C)*
U/G Water Line (SUE - LOS D)*
Above Ground Water Line
TV:
TV Pedestal
TV Towe r
U/G TV Cable Hand Hole
U/G TV Test Hole (SUE - LOS A)*
U/G TV Cable (SUE - LOS B)*
U/G TV Cable (SUE - LOS C)*
U/G TV Cable (SUE - LOS D)*
U/G Fiber Optic Cable (SUE - LOS B)*
U/G Fiber Optic Cable (SUE - LOS C)*
U/G Fiber Optic Cable (SUE - LOS D)*
GAS:
Gas Valve
Gas Meter
U/G Gas Line Test Hole (SUE - LOS A)*
U/G Gas Line (SUE - LOS B)*
U/G Gas Line (SUE - LOS C)*
U/G Gas Line (SUE - LOS D)*
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Force Main Line Test Hole (SUE - LOS A)*
SS Force Main Line (SUE - LOS B)*
SS Force Main Line (SUE - LOS C)*
SS Force Main Line (SUE - LOS D)*
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line (SUE - LOS B)* —
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
Abandoned According to Utility Records
End of Information
— — W — —
W
A/G Water
HH
m
—TV— — —
—TV— — —
—TV-
- TV FO— — —
—TV FO—
TV FO
m
—G— — — -
—G— —
—G—
A/G Gas
OO
O
SS
A/G Sanitary Sewer
m
— — — —FSS— — — —
— — FSS — —
FSS
•
El
O
❑s
— ?UTL
0
UST
0
AATU R
E.O.I.
PROJECTo
DUNN CREEK
Norrosca�E CULVERT REPLACEMENT
SP-23-23
JOB NUMBER° SHEET NUMBER°
011311069 IB

CD
O
O
PROP ALUMINUM FENCE -
(SEE DETAIL SHEET 2A)
C2
EXISTING
GROUND
J2
PROP ALUMINUM FENCE -
(SEE DETAIL SHEET 2A)
EXISTING
GROUND
10'
0.02 _
10'
VARIES
0' TO 4.4' 1
//' _ I I
—L— EAST JUNNIPER AVE
//' _ R.5'l _ 5' I _ /0'
I
iQ
Q � W
W I ?
Rl = I w
W PE
Cl I OI�Cl
'r,
Rl
0.02
lWE
l uElT 1 Jl T
TYPICAL SECTION NO. 1
-L- ST A.13 +10.00 TO /3 +50.00
'ARIE
'TO
L
VARIES
0' TO 4.4' 1
//' _ I I
-PROP ALUMINUM FENCE
(SEE DETAIL SHEET 2A)
C2
EXISTING
G
v ROUND
2.� 7-0
J2
—L— EAST JUNNIPER AVE
//'
Q
W
2
I
I
I
�
I
P
Cl
O
I
5' 1 _ /0'
M
BADE T C2
0/NT
0.02_
_ 0.02
El � J2
J/ T
TYPICAL SECTION NO. 2
-L- STA. 11 +89.00 TO /3 -NO.00
xx REMOVE EXISTING PAVEMENT
- PROP ALUMINUM FENCE
(SEE DETAIL SHEET 2A)
EXISTING
GROUND
— V,—
—, n ci ci
EXISTING
GROUND
TYPICAL SECTION NO. lA
-L - STA. l3 f 50.00 TO /4 +50.00
MILL NOTCH
3' MIN. MILLING LIMITS
E2
TO KEY IN C 1
WHERE REOUIRED TO SAWCUT
C 1
EXISTING PAVEMENT TO INSTALL
MILL AND OVERLAY l' 2'
C3
FULL DEPTH PAVEMENT, MILL 2'
TIE NEW PAVEMENT M/N M/N BEYOND SAWCUT LOCATION
TO EXISTING PRIOR TO SAWCUTTING EXISTING
------------/�. PAVEMENT AND INSTALLATION OF
NEW PAVEMENT
— — — — — — — — — — — — —
3 "MIND
/•5°
-
NEW CURB AND GUTTER.R
L — — — — — — — — — — — — — —
——————— — — — — —— —
U NEW SECT/ON
25' OR AS DIRECTED U
V2 C 1
(SEE CORRESPONDING TYPICAL SECTIONS
U
BY THE ENGINEER
SAWCUT EXISTING FOR REOU/RED PAVEMENT STRUCTURE)
PAVEMENT
DETAIL 1 - KEY -IN DETAIL
DETAIL 2 - MILLING AND SAWCUT DIMENSION DETAIL
DETAIL 3 - WEDGING DETAIL FOR RESURFACING
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo
Kimley))Horn
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
PAVEMENT SCHEDULE
C�
PROPOSED APPROX 2" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.IN EACH OF TWO LAYERS
C2
PROPOSED APPROX 2" ASPHALT CONCRETE SURFACE COURSE TYPE S95B,
AT AN AVERAGE RATE OF 220 LBS PER SO. YD.IN EACH OF TWO LAYERS
El
PROPOSED APPROX. 4' ASPHALT CONCRETE BASE COURSE TYPE B25.00.
AT AN AVERAGE RATE OF 570 LBS. PER SO. YD.
J/
PROPOSED 5-AGGREGATE BASE COURSE
J2
PROPOSED 6' AGGREGATE BASE COURSE
RI
PROPOSED 2'-6-CONCRETE CURB & GUTTER
T
EARTH MATERIAL
U
EXISTING PAVEMENT
V
PAVEMENT REMOVAL (FULL DEPTH)
W
VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAIL 4)
NOTES:
/.PAVEMENT EDGE SLOPES ARE Id UNLESS OTHERWISE NOTED
2.REFER TO PLAN SHEETS FOR VARIABLE WIDTHS
3.SEE PLANS FOR SPECIFIC MULTI —USE PATH LOCATIONS
4. SAWCUT AND REMOVE EXIST ASPHALT PAVEMENT TO PROVIDE 2' MINIMUM WIDTH OF
FULL DEPTH PAVEMENT
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID PUBLIC WORKS /ENGINEERING
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
CITY OF RALEIGH DEVELOPMENT APPROVAL
RALEIGH WATER REVIEW OFFICER
©2024
TYPICAL SECTIONS
INCOMPLETE PLANS
w rw = Pw coporrRuffm
PLANNING
NOT TO SCALE
PROJECTo
DUNN CREEK
CULVERT REPLACEMENT
SP-23-23
JOB NUMBER° SHEET NUMBER°
011311069 2

c9
Uetails Provided by APPIAN Consulting engineers — www.cippionengineers.com U5/UY/2U15 — 4:54:4b PM
Uetails Provided by AF'PIAN Consulting tngineers — www.appionengineers.com U5/UY/2U15 — 5:14:5U PM
Uetails Provided by AF'PIAN Consulting tngineers — www.cippionengineers.com U5/UY/2U15 — 5:54: U4 PM
O
O
N
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r------------------------------------------
"TITLE OF
I
I
PROJECT"
I
I
I
1
I
(ENGINEER WOR
I
TOWN of WAKE FOREST
ENGINEER'S
301 South Brooks Street
wake Forest, N.0 27587
CONSULTANTS
www.townofwakeforestgov
WITH LOGOS)
I
(PRIME
I
PROJECT
CONTRACTOR
DESCRIPTION, COST
L INFO)
(SEE:wwwmakeforestnc.gov)
----------------I
GRADE
�I I —I I ICI I I—III—III—III—III—III—III—III—III—III-1 I I-1 I ICI I I —ICI I—III—III—III—� I
�I I I ;1111-1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I I;''' -III , � � I I ICI I I=1 I I �,
,I1= -III III-1 -1 -1 -1 -1 III- =11 I-
I I-
I I I-11 I-III-1 I I H a
I I II1111111111111111i�111- I I Q
11=11=11=11 I- - a U
III=11I=11I=11I -I o z Z
I I _
I I IIIii,II1-1i1_ii1- I I
I I
I I I I
I I I I
I I I I
I I I I
NOTES:
1. Total sign area = 32 S.F. per side (Maximum).
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
Scale, Det:
PROJECT IDENTIFICATION SIGN Not To Scale 8.1
TOWN of Ifor TOWN FUNDED CAPITAL PROJECTS Rev lion Dale: Sheet 1.
WAKE FOREST Feb., 2015 1 of ].
V IDIA.
SECOND "PATCHING" CUT
FOR PAVEMENT REPAIR/
PATCHING (NOTE 6)
EXISTING PAVING
SECTION
PIPE DIAMETER
#
LESS THAN 14"
IT
14" TO 36'.
18"
MORE THAN 36"
24"
I ATr%,ruc.
00
SEALJOINT WITH
EMULSIFIED ASPHALT
(CRS-1)
CUT PAVING HERE
FOR TRENCH
C
RE -CUT PAVING HERE
I
FOR REPAVING
I
11- O" I
# PIPE #
MAX.
MAX.
_-1I
:.:.:
.....
11j111
-1 ;:::
............
;> �I
2" MIN. S-9.5B BITUMINOUS
PLANT MIX - COMPACTED
8" B25.OB COMPACTED
FIRST "PAVEMENT OPENING
CUT" FOR PIPE INSTALLATION
1,- 0"
#57 STONE OR FLOWABLE
FILL CONCRETE (NOTE 5)
SEE DETAILS ELSEWHERE
FOR PIPE BEDDING
1. Pavement repairs shall have 8" compacted B25.013 and 2" topping of S9.5B mix. Compact to min. 92
Maximum Specific Gravity.
2. Trench is to be back filled in 6" lifts and compacted to 95%standard density as determined byAASHTO
test method T-99 orASTM D698 before pavement repairs are made. No excavated fill to be used for
backfill. See detail 9.53.
3. Compaction test may be required at request of inspector.
4. All existing Town of Wake Forest paved streets and secondary roads which are open cut to install any
utility, must be repaired according to this detail.
5. Fiber optic &gas: #57 stone or flowable fill concrete (minimum 30 psi) but min. 6" compacted class II or
III (Definition in section 02210 - paragraph 2.1.1 of Specs) fill over top of fiber optic cable orgas pipe.
6. Existing pavement to be saw cut. Provide a smooth uniform pavement cut without jagged or irregular
edge.
7. If paving is not done immediately, fill final 10" with ABC until ready to pave patch.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
FULL DEPTH ASPHALT REPAIR Not To Scale Scale: D 906 .606:
WAKE OREST DETAIL FOR UTILITY CUTS
Revision Date: Sheet #:
Feb., 2015 1 of 1
FLAT POST CAP WELDED TO
TOP OF POSY
U-CHIAIVIVEL RaMIL ffYP)
RAIL BRACKET MR MPR.
3" SQ_ (12 GA.) POST
304" SO (14 GA) PICKETS
PITCH SURFACE TO
D RAI N 2" BE LOIN GRAD E
CONCRETE FOOTE R
PER M FIB'S FEE Q', "
COMPACTED SUBGRALIE
00 NOT CUT ROOTS EQUAL. TO OR
MORE THAN 1- IN VwIDTH FOR STING a
RELOCATE FOOTING TO LESS THAN 874 a s
D.D. AS NEEDED FOR SPACING_
NOTES:
1. ALL COMPON EDITS TO BE STE EL WITH BLACK POWDER COAT F IN I H.
2, ALL ATYPICAL FE INC E PAN E L LEN TH ARE TO BE LOCATE D AT END OF FE NCE
RUN, AND HAVE A MINIMUM LENGTH OF 4 FEET.
3. ALL HARDWARE TO BE WEATHERPROOF.
4. SE E ROADWAY BRAVV INGS FOR FE NC E LOCATIONS & LAYOUT. F I NAL FENCE
LAYOUT SHALL BE FINALIZED IN SHOP DRAWIN 13 PROCESS,
5. BASIS G F DESI G N PRODUCT: MONTAGE COMM ERGIAL GENESI S BY AM ERI STAR
FENCE (www.arnaristartance.00m).
6, FIE NCE IS TO MEET ALL APPLICABLE LOCAL CODES,
7. CONTRACTOR IS TO SUBMIT SHOP D RAW INGS AN D COLOR C H I P F OR APPROVAL
BEFORE FAB RICATION_
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
1,t" RAD. A'._2'-0"
3" RAD.
Lg" RAD.
to
N
2'-6„
2'-1
2'-0" PAVE
10 3/4"
12"
COPOLYMER POLYPROPYLENE PLASTIC
1/2" GRADE 60 STEEL REINFORCEMENT
SECTION A -A
NOTES:
1. Step shown is PSI-PF BY M.A. Industries Inc. Peachtree City, GA.
Alternate may be used if approved by town.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
MANHOLE STEP Scale: Detai4
Not To Scale 9.74
TOWN of DETAIL
Revision Dale: Sheet #:
WAKE FOREST Feb., 2015 1 of 1
ISOMETRIC VIEW OF TRANSITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo
■
NC LICENSE #F-0102
Kimley >>Horn 421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2024
*NOTE: SEE STD. DWG. 846.01
FOR GENERAL NOTES
REMOVAL OF EXISTING ASPHALT PAVEMENT
LINE
STATION TO STATION
LOCATION
SQ. YDS.
-L-
11 + 90 TO 13 + 10
LT/RT
318.5
TOTAL
318.5
SAY
320
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
JSTRUCTION
_LY. THIS APPROIVAL IS VALID PUBLIC WORKS /ENGINEERING
BELOW. THE CITY WILL RETAIN A
1 MUST PROCEED IN ACCORDANCE
OVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
IVALIDATE THIS APPROVAL. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
RALEIGH WATER REVIEW OFFICER
CONSTRUCTION DETAILS I 1NcPW=Pw coporrRUCTM
B PLANS
PLANNING
NOT TO SCALE
PROJECTo
JOB NUMBER°
DUNN CREEK
CULVERT REPLACEMENT
SP-23-23
01131 1069
SHEET NUMBER°
2A

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STATE OF ENGLISH DETAIL DRAWING FOR N N
NORTH CAROLINA MINIMUM DEPTH 00
DEPT. OF TRANSPORTATION -0
DIVISION OF HIGHWAYS CONCRETE CATCH BASIN W qT
RALEIGH, N.C. 12" THRU 84" PIPE N CO
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
'0'N `H013WH 3dId „te n8Hl „ZL " N
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STATE OF ENGLISH DETAIL DRAWING FOR N N
NORTH CAROLINA MINIMUM DEPTH o O
DEPT. OF TRANSPORTATION CONCRETE CATCH BASIN " O
DIVISION OF HIGHWAYS 12" THRU 84" PIPE
RALEIGH, N.C. 0�0
�o��H,CARp�14" �11
�,:oFESS/p�v
'•'9 �:
SEAL �
`•, 022966 1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CITY OF RALEIGH— PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
DOCUMENT NOT CONSIDERED FINAL CITY OF RALEIGH DEVELOPMENT APPROVAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OFo
■
NC LICENSE #F-0102
Klmley))Horn 421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2024
RALEIGH WATER REVIEW OFFICER
]INCOMPLETE PLANS
m NOI' us ran WIMAIIRIDN
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
PLANNING
NOT TO SCALE
PROJECTo
JOB NUMBER°
DUNN CREEK
CULVERT REPLACEMENT
SP-23-23
011311069
SHEET NUMBER°

CD
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D ETAI L 5
INLET AND OUTLET FACES OF CULVERT
EXCAVATION ( Not to Scale)
2La8'X6'
RCBC
BA NAZ //1\ STREAM BANKJATE
CLASS-// RIPRAP
W/ GEOTEXTILE
(2' THICK)
BURIED l.0' W/ 2.0
SILL INSET /.0'
INTO CULVERT
BARREL FACE
2.0' SILL BACK FILL W/
NATIVE MATERIAL TO SILL
HEIGHT (OMIT RIPRAP
FROM BOTH BARRELS)
i
i
i
i
i
—
°° EXISTING
��00� GROUND
00 0 � CLASS-// RIPRAP
W/ GEOTEXTILE
(2' THICK)
BACKFILL W/ NATIVE
MATERIAL
BOTH BARRELS INSET
BEFLOW STREAM
1.0' SILL IN WEST BARREL
(INSET l.O' INTO FACE)
TYPICAL SECTION - LOOKING DOWNSTREAM
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
D ETAI L 6
TYPICAL CHANNEL CROSS SECTION
Al,A-rInA, UPSTREAM AND DOWNSTREAM
LAY
BAA
RIPRAP W/
GEOTEXTILE
(2' THICK)
PREPARED IN THE OFFICE OFo
2:I (RECREATE
FAM BANK THEN
rR TO NATURAL
< WORKING AWAY,
1,4 FACE( ,
EXISTING
GROUND
CLASS -l1
RIPRAP W/
GEOTEXTILE
(2' THICK)
A = 8.0' AT CULVERT FACES THEN TAPER TO O' WORKING AWAY
FROM FACE AS SHOWN IN PLAN VIEW
B = 1.0' (MINIMUM 1:1 SLOPE UP OR FLATTER)
C = 8.0' AT CULVERT FACES THEN TAPER BACK TO NATURAL CHANNEL
WIDTH WORKING AWAY FROM FACE AS SHOWN IN PLAN VIEW
TYPICAL SECTION — INTLET CHANNEL IMPROVEMENTS
LOOKING DOWNSTREAM
DETAIL 7
SPECIAL LATERAL Y DITCH
(Not to Scale)
Natural —if .1 �es Fill
?. Ground 1 D ��d'�'� Slope
Min. D = 0.5 Ft.
FROM STA. 10+50 TO STA. 11+00 —L— RT
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
CITY OF RALEIGH DEVELOPMENT APPROVAL
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2024
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
RALEIGH WATER REVIEW OFFICER I PLANNING
PROJECTo
DUNN CREEK
DRAINAGE DETAILS INCOMPLETE PLANS CULVERT REPLACEMENT
°°"°'""� SP-23-23
JOB NUMBER° SHEET NUMBER°
0 113 11069 3D- I

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TRADITIONS MASTER ASSOCIATION, INC
DB 18264 PG 972
BM 2014 PG 214, 215
TRADITIONS MASTER ASSOCIATION, INC
DB 18264 PG 972
BM 2014 PG 215.220
CONSTRUCTION NOTES
l❑ TIE PROPOSED 2'-6" CURB & GUTTER TO EXISTING CURB & GUTTER
�2 TIE PROPOSED GREENWAY TO EXISTING GREENWAY
�3 /0' CURB TRANSITION (SEE DETAIL SHEET 2A)
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
/
BEGIN C�'�
—L — Sto. ll+
PREPARED IN THE OFFICE OFo
-L -
Pl Sto /3 +43.83
A =
/5° 47" 02J" (RT )
D
= 8° 48- 53.0"
L =
179.06"
T
= 90.10"
R
= 650.00"
O
TOWN OF WAKE FOREST
DB 19067 PG 1550
BM 2015 PG 906-909
BM 2014 PG 1587
BM 2014 PG 1589
_ TRADITIONS MASTER ASSOCIATION, INC
DB 18264 PG 972 E
BM 2017 PG 372-376
EpS�M�N�
5 soil 6M 20�58PPG
T GRE NW AY �pG �AlB/
— rNiri r_Qenir.ir_
CHANNEL GRADING
SEE DETAIL 6; SHEET 3D-1
EST. 70 CY OF EXCAVATION
EST. 85 TONS CL-11 RIPRAP
EST. 80 SY GEOTEXTILE
CONTRACTOR
OF AERIAL
N 25'23'00' W
7.14'
N 02°21'02' W
OTXTILE�P N g222 0
200� SHIFT
CITY OF RALEIGH— PLANS AUTHORIZED FOR CONSTRUCTION
THE WILLOWS AT TRADITIONS
TOWNHOME ASSOCIATION, INC.
DB 19368 PG 2788
BM 2021 PG 1243-1246
BM 201A PG 216
w — 12'D►P
EIP
BM 2015 PG 907
BM 2015 PG 909
-L- POT Sta 15 +02.38
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID PUBLIC WORKS /ENGINEERING
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
DOCUMENT NOT CONSIDERED FINAL CITY OF RALEIGH DEVELOPMENT APPROVAL
UNLESS ALL SIGNATURES COMPLETED I RALEIGH WATER REVIEW OFFICER I PLANNING
Kiomley))Horn
PROJECTo
10 0 20 DUNN CREEK
NC LICENSE#F-0102 PLAN SHEET I I CULVERT REPLACEMENT
421 FAYETTEVILLE ST., SUITE 600 INCOMPLETE PLANS
RALEIGH, NORTH CAROLINA 27601 PHASE 1 w rw ""w °'orrmff " S P — 23 — 23
PHONE: [phone]
©2024
JOB NUMBER° p 113 11069 SHEET NUMBER° 4

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11
REV. No.: � REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
CULVERT HYDRAULIC DATA
2 @ 81x6' RCBC
(I BARREL w/ I' SILL, I BARREL w/ 2' SILL)
DRAINAGE AREA =
/.3
SO. A
DESIGN FREQUENCY =
25
YRS
DESIGN DISCHARGE =
8/0D
CFS
DESIGN HW ELEVATION =
3I9.09
FT
50 YEAR DISCHARGE =
950.0
CFS
50 YEAR HW ELEVATION =
3/5.65
FT
OVERTOPPING DISCHARGE =
>950.0
CFS
OVERTOPPING FREQUENCY=
>50
YRS
OVERTOPPING ELEVATION =
316.74
FT
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
30
M
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
DOCUMENT NOT CONSIDERED FINAL CITY OF RALEIGH DEVELOPMENT APPROVAL
UNLESS ALL SIGNATURES COMPLETED I RALEIGH WATER REVIEW OFFICER I
PLANNING
12 13 14
PREPARED IN THE OFFICE OFo
HORIZ PRoJECTo
Io o zo DUNN CREEK
■
NC LICENSE#F-0102 I CULVERT REPLACEMENT
421 FAYETTEVILLE ST., SUITE 600 PROFILE SHEET INCOMPLETE PLANS
RALEIGH, NORTH CAROLINA 27601 os N" M M COMMUCTM S P — 23 — 23
Kim1ey-))HornPHONE: [phone] VERT
I ©2024 0 2
JOB NUMBER° SHEET NUMBER°
011311069 5

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CULVERT CONSTRUCTION
SEQUENCE
STA. 12 + 63*74
PHASE I
PHASE 11
PHASE III
1.) UTILIZE SPECIAL STILLING BASIN(S) DURING CONSTRUCTION AS NEEDED
1.) REMOVE EXISTING 72" CMPs.
1.) CONSTRUCT IMPERVIOUS DIKES 3 AND 4, DIVERTING FLOW THROUGH
TO DEWATER WORK SITE. (TYP.)
2.) CONSTRUCT EAST PROPOSED 8' X 6' RCBC AND EAST SIDE OF HEADWALL
EAST PROPOSED 8' X
6' RCBC.
2.) REMOVE EXISTING RETAINING WALL AND END WALL
AND ENDWALL.
2.) REMOVE IMPERVIOUS DIKES 1 AND 2 AND TEMPORARY CHANNEL CHANGE.
3.) CONSTRUCT TEMPORARY CHANNEL CHANGE WITH LINER (4 FT BASE, 1.5 FT
3.) ADJUST TEMPORARY
CHANNEL CHANGE AS NECESSARY TO MAKE UPSTREAM
3.) CONSTRUCT WEST
PROPOSED 8' X 6' RCBC AND WEST SIDE OF HEADWALL
DEEP, 2:1 SIDE SLOPES).
AND DOWNSTREAM CHANNEL IMPROVEMENTS WITHIN EASEMENTS AND PLACE
AND ENDWALL.
4.) CONSTRUCT IMPERVIOUS DIKES 1 AND 2, DIVERTING FLOW THROUGH
REQUIRED RIPRAP AND
MATTING ON CHANNEL BANKS.
4.) REMOVE IMPERVIOUS DIKE 3 AND 4, STABILIZE DISTURBED AREA, AND
TEMPORARY CHANNEL CHANGE.
REMOVE ALL EROSION
AND SEDIMENT CONTROL DEVICES AS DIRECTED.
5.) COMPLETE ROADWAY AND DRAINAGE CONSTRUCTION.
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INV=304.16' LEGEND
INV=304.16'
INV=304.16'
F
LTOP=315.05'
I TOP=315.05'
I TOP=315.05'
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
INV=302.76' 000000
LINV=302.76'
LINV=302.76'
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
LIMITS OF DISTURBANCE - - - - - - - STORM DRAIN INLET PROTECTION 00 00
NOT BE EDITED ONCE ISSUED.
(LABELED ON PLANS) (SEE DETAIL SHEETS) ada
_ _ 2 _ _ _ 00000o
2
O
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
CONSTRUCTION LIMIT C F SPECIAL SEDIMENT CONTROL FENCE/
TOWN OF WAKE FOREST
TEMPORARY SILT FENCE SILT FENCE OUTLET �
TOWN OF WAKE FOREST
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY.
THIS APPROIVAL IS VALID
PUBLIC WORKS /ENGINEERING
DB 19067 PG 1550 (SEE DETAIL SHEETS)
BM 2015 PG 906-909 (SEE DETAIL SHEETS)
DB 19067 PG 1550
BM 2015 PG 906-909
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
BM 2014 PG 1587
BM 2014 PG 158T
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
BM 2014 PG 1589 TREE PROTECTION FENCE/ TPF EXISTING CONTOUR -47- -
BM 2014 PG 1589
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
SAFETY FENCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL
INVALIDATE THIS APPROVAL.
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
(SEE DETAIL SHEETS) PROPOSED CONTOUR 45
TEMPORARY CONSTRUCTION CONCRETE WASHOUT �❑
CITY OF RALEIGH DEVELOPMENT APPROVAL
PLANNING
ENTRANCE (SEE DETAIL SHEETS)
RALEIGH
WATER REVIEW OFFICER
PREPARED IN THE OFFICE OFo
■
NC LICENSE#F-0102
421 FAYETTEVILLE ST., SUITE 600
im ))Horn RALEIGH, NORTH CAROLINA 27601
CULVERT CONSTRUCTION
/'+ Q
SEQUENCE PLAN
10 0 20
PROJECTo
DUNN CREEK
CULVERT REPLACEMENT
P - 23 - 23
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
INCOMPLETE PLANS
0° nor us � aor�r�uct�
This document, together with the concepts and designs presented herein, as an instrument of services is
PHONE: [phone]
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 adoption by Kimley-Horn and Associates, Inc.
©2024
JOB NUMBER°
01 131 1069
SHEET NUMBER°
EC-
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024

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CONSTRUCTION SEQUENCE
CONSTRUCTION SPECIFICATIONS
I. Hold preconstruction conference at least one week prior to starting construction
VEGETATIVE PLAN (NCDENR bell)
LAND GRADING (6°02)
and invite NCDEMLR LOS contact number is [phone].In addition, contact
the DEMLR Raleigh Regional Office of least 48 hours prior to commencing the
SEEDING SCHEDULE SEEDING SPECIFICATIONS
land -disturbing activity using the aforementioned contact number.
Shoulders, Side Ditches, Slopes (3:1)
2. Flog the work limits for protection.
/) After rough grading is completed, till soil in areas to be
Date Type Planting Rote seeded and planted to a depth of six inches.
CONSTRUCTION SPECIFICATIONS
J. Prior to ony land disturbing (including demolition) activities, install silt/tree
Aug, l5-Nov.1 Toll Fescue 250 lbs./ocre 2) Apply agricultural lime, fertilizer, and superphosphate to
I. Construct and maintain all erosion and sedimentation control practices and
protection fence, construction entrance, place fine layer of sand, screenings, or
Nov. l-Mar. Toll Fescue 250 lbs./ocre disturbed areas to be vegetated.
measures in accordance with the approved sedimentation control plan and
fines on pavement prior to • deposition of any excavated materials, and o l other
erosion control devices. Maintain all driveways by temporary stone.
& Abruzzi Rye 25 lbs./ocre l35 lbs. limestone/1000 sq. ft. (3 tons/acre) or based on soils
construction schedule.
Mar. l-Apr. l5 Toll Fescue 250 lbs./ocre test
Apr. I5 -Jun. l5 Hulled Common Bermudogross 12 lbs./ocre
Remove g 2. Rgood topsoil from areas to be graded and filled, and preserve
4. In accordance with the erosion control plays, grade roadway and sidewaks, install
fence Stabilize
Jun. l5-Aug. l5 Toll Fescue 250 lbs./ocre 35 lbs. l0-10-10 fertilizer/1000 sq. ft. (1500 Ibs/ocre)
it for use in finishing the grading of all critical areas.
storm drain, and place reinforced silt as shown. all disturbed areas at
the end of each work doy. Place additional erosion control malting and stabilize 2:1
.40 lbs. 50/. su rhos hate/1000 s ft. (1750 lbs/ocre)
& Browntop Millet ... 35 lbs./ocre pep p q•
or Sorghum -Sudan Hybrids xxx 30 lbs./ocre 3) Disk nutrients into soil to a depth of six inches until
J. Scarify areas to be fopsoiled to o minimum depth of 2 inches before
slopes as indicated. Modify silt fence placement around driveways and outlets as
placing topsoil.
necessary, place silt fence around all temporary crossings and culverts as needed.
Slopes (3:l to 2:1) surface is uniform and free of large dirt clods.
5. Complete final grading for roadway and sidewalk.
Mar. l-Jun.1 Switchgrass (Panicum virgotum) 4) Seeding permanent gross.
Mar. 3.0 lbs. KY-31 toll fescue/1000 sq. ft. (I30 lbs./ocre) during
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or
other objectionable material that would affect the planned stability of the fill.
l-Jun. l Splitbeord Bluestem (Andropogon ternorius)
6. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed
Mor. l -Jun.1 Partridge Pea (Chomoecristo fasciculoto) February l5 through Moy l5 or August l5 through
5. Ensure thof fill material is free of brush, rubbish, rocks, logs, stumps,
and mulch.
at 50 lbs./ocre November I5.
(Mar. l-Apr. I5J Add Toll Fescue 250 lbs./ocre -OR-
building debris, and other materials inappropriate for constructing stable fills.
7. All gqraded areas and bore soils will be seeded, fertilized and mulched accordingg to
NCDOT specifications to maintain o vigorous, dense, vegetative cover within 7 to f4 doys
7Mor. l-Jun. 30J �r Add Hulled Common Bermudogross 8 lbs./ocre 3.0 lbs. KY-31 toll fescue and 2.0 lbs. annual ryegrosslI000
6. Place all fill in layers not to exceed 9 inches in thickness, and compact
or sooner of completion of any phase of grading. Refer to the latest NPDES
s ff. durin November l5 through February l5.
jun. 1-Sep.1 Toll Fescue 250 lbs./ocre q• 9 9 Y
y eq settlement, or other
the layers as required to reduce erosion, slippage,
Rules doted August 2011 for more information on ground stabilization
& Browntop Millet ... 35 lbs./acre 5) Mulch seeded area with small groin straw of 90 1bs/1000
related problems.
requirements. In summary, critical areas should be stabilized by the end of day.
Perimeter dikes, swoles, ditches, slopes steeper than 3:1, and high quality (HOW) zones
or Sorghum-Sudon Hybrids ... 30 lbs./acre s S A lY/2
Sep. I -Mar. Sericea Lespedeza q•ft. (2 tons/ocre). Spread uniformly. PP roximote
7. Do not incorporate frozen material or soft or highly compressible
should be stabilized within 7 days. All other areas and slopes shall be stabilized within
(unhwlled-unscorifled) 70 lbs./ocre of ground surface should be visible to ovoid blocking
materials into fill slopes.
14 days. if work on the project ceases for more than the above mentioned length of
& Toll Fescue 250 lbs./ocre sunlight to seedlings. On areas where the ground
time, all disturbed areas shall have temporary vegetative ground cover established and
(Nov. l-Mor.1) Add Abruzzi Rye 25 lbs./ocre surface equals or exceeds a 3:I slope and in the inverts
8. Do not place fill on a frozen foundation, due to possible subsidence and
erosion control devices maintained.
Consult Conservation Engineer or Soil Conservation Service of all drainage swales, tack mulch with asphalt emulsion
slippage.
8. All erosion and sediment control practices will be inspected weekly and
f or additional information concerning other alternatives for of a rote of 450 gallons emulsion per ocre of straw.
9. Keep diversions and other water conveyance measures free of sediment
after rainfall events. Needed repairs will be mode immediately.
vegetation of denuded areas. The above vegetation rates ore 6) Mulch around slwbbery and trees with pine straw to depth
during oll phases of development.
9. Estimated time before final stabilization is l0 months.
those which do well under local conditions: other seeding rote of 3 inches.
/0. Handle seeps or springs encountered during construction in occordonce
l0. Site includes approximately l.Ol acres of permanent vegetation area.
combinations ore possible. 7) Temporary cover
... Temporary- Reseed according to optimum season for /.0 lbs. brown top millet/1000 sq. ft. Moy through August 25.
with approved methods.
ll. AFTER SITE IS STABILIZED, construction entrances, and construction storing
desired permanent vegetation. Do not allow temporary cover to -OR-
ll. Permanently stabilize all graded areas immediately of ter final grading is
completed on each area in the NPDES Soil Stobilizotion
and material area stockpile areas, and all other erosion control devices shall be
grow over 12 inches in height before mowing, otherwise, fescue /.0 lbs. annual ryegross/1000 sq. ft. August 25 through April.
grading plan per
removed, restored as existing, and permanently vegetated as described in the
may be shaded out.
Timefromes.
maintenance and vegetotive plan.•
Maintenance Requirements: Refertilize if growth is not
Contractor must receive permission by project inspector before any measures ore
fully adequate. Reseed, refertilize, and mulch immediately
/2. Show topsoil stockpiles. borrow areas, and spoil areas on the plans, and
removed.
followingerosion or other damage.
make sure they are adequately protected from erosion. Include final
g
stabilization of these areas in the plan.
MAINTENANCE
MAINTENANCE
Follow the construction sequence throughout project development. Adequate erosion
and sediment control measures must be installed, maintained and adjusted as needed
throughout
Periodicol!y check all graded areas and the supporting erosion and
during the demolition or clearing and grubbing phases as well as the life of
sedimentation control practices, especially of ter heavy rainfalls. Promptly
and until permanent vegetation on the project is established. When changes in
remove all sediment from diversion and other water -disposal practices. if
construcflon activities are needed, amend the sequence schedule in advance to
washouts or breaks occur, repair them immediately. Prompt
maintain management control.
T OPSOILI NG (6°04)
mointenonce of small eroded areas before they become significant gullies
Notification of Land Resources Sediment and Erosion Control Self -Inspection Program:
is an essential port of on effective erosion and sedimentation control plan.
CONSTRUCTION SPECIFICATIONS
The Sedimentation Pollution Control Act was amended in 2006 to require that
Note: Limit disturbances to the length that can be stabilized of the end of
gect
persons responsible for land -disturber activities inspect a pro ' of ter each
of the to make that the
MATERIALS
the work doy.
phase project sure approved erosion and' sedimentation
control plon is bein followed. Rules detailing the documentation of these
Determine whether the quality and quantity of available topsoil justifies selective Temporary seeding - Protect topsoil stockpiles by temporarily seeding per
Inspections took effect October /, 2010. To simplify documentation of Self -
handling. Quality topsoil has the following characteristics: the latest NPDES rules.
Inspection Reports and NPDES Self -Monitoring Reports, o combined form is now
ovoiloble. The new form was developed to satisfy the requirements of the Sedimentation
Pollution Permit for
Texture - loam, sandy loam, and silt loom are best, sandy clay loam, silty clay Permanent vegetation - If stockpiles will not be used within 12 months they
Control Act and the NPDES Stormwater Construction Activities,
loom, cloy loom, and loomy sand ore fair. Do not use heavy cloy and organic must be stabilized with permanent vegetation to control erosion and weed
NCG 0/0000. Beginning August 1, 2013, the Division of Energy, Mineral, and Land
soils such as peat or muck as topsoil. growth.
Resources is responsible for administerinqq both the SPCA and the NPDES Stormwater
Permit for Construction Activities, NCG O/ODOO. The combined form should make it
easier to comply with self -inspection requirements.
Organic matter content - (sometimes referred to as "humic matter") should be SITE PREPARATION
greater than l.5/. by weight.
The Combined Self -Monitoring form is available as a PDF and Word document from
Before spreading topsoil, establish erosion and sedimentation control practices
the Land Quality web site, hffp.Ildeq.nc.gov/obout/div/*s/*ons/energy-m/*nera/-/ond-
Acidity - pH should be greater than 3.6 before liming, and liming is required if such as diversions, berms, dikes, waterways, and sediment basins.
sources/erosion-sediment-control/forms
it is less than 6.0.
Grading - Maintain grades on the areas to be topsoiled according to the
Rou have questions,please contact the Land Quality Section at a DENR Regional
ice
Soluble salts - should be less than 500 ppm. approved plan and do not alter them by adding topsoil.
at 919-791-4200.
Sodium - sodium adsorption ratio should be less than 12. Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the
If the some person conducts the land -disturbing activity & any related borrow or waste
soil is composed of heavy clays, incorporate agricultural limestone in amounts
activity, the related borrow or waste activity shall constitute part of the land -disturbing
The depth of material meeting the above quolificafions should be of least 2 inches. recommended by soil tests or specified for the seeding mixture to be used.
activity unless the borrow or waste activity is regulated under the Mining Act of 1971,
Soil factors such as rock frogments, slope, depth to water table, and layer Incorporate lime to a depth of at least 2 inches by disking.
or is a landfill regulated by the Division of Waste Management. if the land -disturbing
thickness affect the ease of excavation and spreading of topsoil.
activity and any related borrow or waste activity ore not conducted by the some person,
they shall be considered separate land -disturbing activities and must be permitted either
Roughening - Immediately prior to spreading the topsoil. loosen the subgrode
Generally, the upper port of the soil, which is richest in organic matter, is most by disking or scorifying to a depth of of least 4 inches, to ensure bonding of
througgh the Sedimentation Pollution Control Act as a one -use borrow site or through
desirable, however, material excavated from deeper layers may be worth storing the topsoil and subsoil. /f no amendments have been incorporated, loosen
the A ining Act.
if it meets the other criteria listed above. the soil to a depth of at least 6 inches before spreading topsoil.
Organic soils such as mucks and peals do not make good topsoil. They can be SPREADING TOPSOIL
identified by their light dry.
MAINTENANCE PLAN
extremely weight when
Do not spread topsoil while it is frozen or muddy or when subgrode is
I. The Contractor shall check all erosion and sediment control practices for stability
P Y
STRIPPING wet or frozen. Correct any irregularities in the surface that result from
and operation following every runoff producing rainfall but in no case less than
topsoiling or other operations to prevent the formation of depressions or
once ever, week. Any needed repairs will be made immediately by the Contractor
Strip topsoil only from those areas that will be disturbed by excavation, filling, water pockets.
to maintain al/ practices as designed. Also per National Pollutant Discharge
roodbuilding,or compaction by equipment. A 4 to 6-inch strippingdepth is common,
Elimination System (NPDES) general stormwater permit, a rain gauge must be
installed on site. The rain must be kept onsite and ins ctions by the
but depth varies depending on the site. Determine depth of stripping •by taking Compact the topsoil enough to ensure good contact with the underlying soil,
gouge
soil cores at several locations within each area to be stripped. Topsoil depth but ovoid excessive compaction, as it increases runoff and inhibits seed
Contractor must be mode and logged offer every half inch ofrainfalland
once The Contrractor maintain of the E&SC
generally varies along a gradient from hilltop to toe of the slope. Put sediment germination. Light packing with a roller is recommended where
a week. shall a copy approved plan
basins, diversions, and other controls into place before stripping. high-mointenonce turf is to be established.
with approval letter, copies of any 401/404 documents from DWR/USACOE,
a copy of the NPDES permit with minimum of most recent 30 days if
STOCKPILING On slopes and areas that will not be mowed, the surface may be left rough
self -inspection records will be kept on project is completed.
of ter spreading topsoil. A disk may be used to promote bonding of the interface
Select stockpile location to avoid slopes and natural droinogeways,avoiding between topsoil and subsoil.
2. The Contractor stall remove sediment from erosion control devices when storage
9
traffic routes. On large sites, respreading is easier and more economical when
copocity has been approximately 50X filled. Grovel will be cleaned or replaced
topsoil is stockpiled in small piles located near areas where they will be used. After topsoil application, follow procedure for seedbed preparation, taking core
when the sediment pools no longer drains properly.
All stockpile areas used shall be stabilized with silt fence and seeded per the to avoid excessive mixing of topsoil into the subsoil.
3. The Contractor shall remove sediment from behind silt fence when it becomes
latest NPDES rules.
0.5 feet deep of the fence. Silt fence will be repaired as necessary to maintain
Sediment barriers - Use sediment fences or other barriers where necessary to
a barrier.
retain sediment.
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
4. The Contractor shall fertilize, reseed as necessary, and mulch all seeded areas
according to specifications in the vegetative plan to maintain a vigorous, dense
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
vegetative cover.
NOT BE EDITED ONCE ISSUED.
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
5. The Contractor shall provide ground cover on exposed slopes or other areas
within 7 to 14 doys or sooner of completion of any phase of grading. Refer to
the latest NPDES Rules doted August 2011 for more information on round
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
PUBLIC WORKS /ENGINEERING
stabilization requirements. Permanent ground cover is to be provide for all
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
disturbed areas within 7 to l4 days or sooner following completion of
a
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
construction development.
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
6. The Contractor shall use a silt bag for dewatering of trenching excavations and
sediment containment devices for maintenance or removal purposes.
CITY OF RALEIGH DEVELOPMENT APPROVAL
7. The Town of Wake Forest contact is Chris Gloss, PE. Phone [phone]
RALEIGH WATER REVIEW OFFICER
PLANNING
PREPARED IN THE OFFICE OFo
0 NCLICENSE #F-01D2
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
Klmley))Horn
EROSION CONTROL
DETAILS
NOTTOSCALE
PROJECTo
DUNN CREEK
CULVERT REPLACEMENT
SP ' 23 ' 2�
REV. No.:
REVISION°
UATEe
DRAWN BYe
CHECKED BY:
INCOMPLETE PLANS
This document, together the designs herein, instrument is
with concepts and presented as an of services
PHONE: [phone]
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 adoption by Kimley-Horn and Associates, Inc.
©2024
JOB NUMBER°
0 1 13 1 1069
SHEET NUMBER°
EC-3
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024

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SKIRT, ANCHORED 4"
ANCHOR SKIRT AS
DIRECTED BY ENGINEER M k
SIDE VIEW
MINIMUM 121/2 GAUGE
INTERMEDIATE WIRES
M FOR REPAIR OF SILT FENCE FAILURES
USE SILT FENCE OUTLET DETAIL
C ANCHOR SKIRT FOLLOWING SKIRT TRENCH
REOUIREMENTS, PER NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL FIGURE 6.62A (6.62.5) SKIRT MUST
BE TRENCHED IN, AT A MINIMUM, W"
VERTICALLY AND 4" HORIZONTALLY,
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1 #4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW,
STANDARD TEMPORARY SILT FENCE
CONSTRUCTION SPECIFICATIONS
I. Use a synthetic filter fabric of at least 95/. by weight of polyoleflns or
polyester.wlrch is certified by the manufacturer or supplier as conforming to
the requirements in ASTM D 646I,wh1ch Is shown In part In Table 6.62b.
Synthetic filter fabric should contain ultraviolet roy inhibitors and stabilizers
to provide a minimum of 6 months of expected usable construction life of a
temperature range of 0 to I20' F.
2. Ensure that posts for sediment fences are 125 Ib///near f1 minimum
steel with a minimum length of 5 feet. Make sure that steel pasts have
projections to facilitate fastening the fabric.
3. For reinforcement of standard strength ?liar fabric, use wire fence with a
minimum 14 gouge and a maximum mesh spacing of 6 inches.
CONSTRUCTION
I. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches
above the ground surfoce.(Hl99her fences may impound volumes of water
sufficient to cause failure of -the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid folnts.When joints ore necessory,securely fasten the filter
cloth only at a support post with 4 feet minimum overlap to the next post.
4. Support standard strength filter fabric by wire mesh fostered securely to
upslope side of the posts. Extend the wire mesh suppport to the bottom of
the Irenl Fasten the wire reinforcement. then fobr% on the upslope side of
the fence post.Wlre or plastic zip Iles should hove minlmum 50 pound tensile
strength.
5. When a wire mesh support fence is used. spoce posts o moximum of 8 feet
apart, ches. Support pasts should be driven securely Into the ground a minimum of
24 in
6. Extra strength filter fabric with 6 feet post spacing does not require wire
mesh support fence. Securely fasten the filter fabric directly to posts. Wire or
plastic zip ties should have minimum 50 pound tensile strengfn.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along
the proposed line ofposts and upslope from the barrier (Figure 6.62o)•
8. Place 12 inches ofthe fabric along the bottom and side ofthe trench
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction ofthe backfill is critical to silt fence performonce.
l0. Do not otfoch filter fabric to existing trees.
MAINTENANCE
Inspect sediment fences and fence outlets at least once a week and
after each rainfall. Make any required repairs lmmedlafely.
Should the fabric of a sediment fence collapse. tear. decompose
or become Inef f active, replace It promptly. Replace burlap every
60 days.
Remove sediment deposits as necessary to provide adequate
storage volume for the next roln and to reduce pressure on the fence.
Take core to avoid undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and
brim the area to grade and stabilize It of ter the contributing
drainage area has been properly stabilized.
NOTE: USE TREE PROTECTION COMBINATION IN WOODS AND STREAM AREAS NOTED ON PLANS
/O' O.C. MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER
40"
rRUIVI VICYV
3'
4"
3" TREE PROTECTION AREA
4"
31 DO NOT ENTER
4"
WARNING SIGN DETAIL
STEEL POST
WOVEN WIRE FABRIC
—ORANGE, UV RESISTANT,
HIGH -TENSILE STRENGTH,
POLY BARRICADE FABRIC (TYPICAL)
—WARNING SIGN
SIDE VIEW
NOTES
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM.CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200'IN PERIMETER,PROVIDE NO LESS THAN ONE
SIGN PER PROTECTION AREA
18" ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
ADDITIONAL SIGNS MAY BE REOUIRED BY CITY OR NCDENR,
BASED ON ACTUAL FIELD CONDITIONS.
SIGNS SHALL BE INCIDENTAL TO THE FENCE.
TREE PROTECTION DETAIL
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
PREPARED IN THE OFFICE OFo
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
FLOW DIRECTION
�'-
8" MINIMUM COVER OVER
SKIRT, ANCHORED 4"
ANCHOR SKIRT AS
** DIRECTED BY ENGINEER W
SIDE VIEW
ANCHOR SKIRT FOLLOWING SKIRT TRENCH
REQUIREMENTS, PER NCDENR EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL FIGURE 6.62A (6W2.5) SKIRT MUST
BE TRENCHED IN, AT A MINIMUM, 8"
VERTICALLY AND 4" HORIZONTALLY.
DIETER OF 1 INCH DIAMETER
# 57 WASHED STONE
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
0
100
00
0
1O
00
)0 0
SILT FENCE FABRIC
ON WIRE FENCE
HARDWARE CLOTH
ON WIRE FENCE
PLAN VIEW
1 8"
_ STEEL FENCE POST SET
A nrlAA A I /1TI I I A d A VIA d I IAA 7777 A n A n _
GRADE
NOTE:
1.USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1 #4
ACRE AND THERE IS A LOW AREA, USE
AS A REPAIR OF SILT FENCE FAILURES.
2. #57 WASHED STONE SHALL BE PAID
FOR AT THE CONTRACT UNIT PRICE PER
TON "SEDIMENT CONTROL STONE."
STEEL FENCE POST
FRONT VIEW AND WET FENCE FABRIC 8 INCHES INTO
THE TRENCH
SPECIAL SEDIMENT CONTROL FENCE/
qTT ,T FF.NCF, OT TTT ,F.T
M MI IV ILIV HIV%-L-.
SEE STANDARD TEMPORARY SILT FENCE DETAIL FOR MAINTENANCE INSTRUCTIONS.
INSPECT SEDIMENT CONTROL FENCE/SILT FENCE OUTLET AT LEAST WEEKLY AND AFTER EACH RUNOFF EVENT. MAKE ANY REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE/OUTLET COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT ACCUMULATED BEHIND THE FENCE/OUTLET AS NEEDED TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN FALL EVENT,
TO PREVENT DAMAGE, ALLOW TO DRAIN THROUGH THE OUTLET.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT TO PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE OUTLET,
ADD STONE TO OUTLET AS NEEDED TO MAINTAIN DESIGN.
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
CITY OF RALEIGH DEVELOPMENT APPROVAL
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Kimley))Horn
©2024
RALEIGH WATER REVIEW OFFICER
EROSION CONTROL
DETAILS
INCOMPLETE PLANS
�PW=11M coplurRuclim
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
PLANNING
NOT TO SCALE
PROJECTo
JOB NUMBER°
DUNN CREEK
CULVERT REPLACEMENT
SP-23-23
01131 1069
SHEET NUMBER°
EC-4

c9
PLAN VIEW
O
O
N
O
r1'
_zs 044
04
S
O
ti
LINER WITH #57 STONE
10'-0" (20'-0" TOTAL)
(BELOW GRADE)
jo-
o4 2
0.5 o
3-0"
6'-0" TOTAL BOTTOM - - -
( ) I 2 0 I l 0 I 2 0 I 2 0 _
10 MIL. PLASTIC
LINING
0.5 10.5
lr -11
tip2M
O <ISt
I - - - - - - -1 OANCHOR-III-III-III-� PLASTIC LINER - -
=1 WITH #57 STONE
SECTION A -A
(1/2 SECTION)
EXCAVATED PIT WITH STONE SUPPORT
NOT TO SCALE
STONE SUPPORT NOTES:
1. Actual layout to be determined in field.
2. The "concrete washout" sign shall be installed within 30 ft of the temporary concrete washout facility
3. Pit capacity is minimum of 6 cu ft per 10 cu yd of concrete.
4. Contractor to coordinate with usage contracting officer for proper disposal of concrete.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
CONCRETE WASHOUT Scale Detail#
Not To Scale 9.76
TOWN of
WAKE FOREST PIT DETAIL ae'=`°�°a`e: Shce`#.
Feb., 2015 1 of 4
PLAN VIEW
(BELOW GRADE)
ell
�o-
N
,404 t"t OrC
0
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4oSQ I�
BOTTOM SEE NOTE 3
10 MIL. PLASTIC LINING \
ANCHOR PLASTIC LINER
WITH AN ADEQUATE
AMOUNT OF SANDBAGS
10'-0" (20'-0" TOTAL)
I
2'_0„
(4'-0" TOTAL
BOTTOM) I 3-0" I 1'-0" I 2' 0" I 2'-0"
i,
10 MIL.
PLASTIC
3'151%
1 I -III -III -I 11= ' ' '
1 -1 1 1-1 1 1-1 1 I- ' ' ANCHOR PLASTIC
- _ I I -I I I- LINER WITH AN
_=1 ADEQUATE AMOUNT
-=,' SECTION B-B°FSANDBAGS
IIIIIIIII (1/2 SECTION)
EXCAVATED PIT WITH SAND BAG SUPPORT
NOT TO SCALE
SAND BAG SUPPORT NOTES:
1. Actual layout to be determined in field.
2. The "concrete washout" sign shall be installed within 30 ft of the temporary concrete washout facility
3. Pit capacity is minimum of 6 cu ft per 10 cu yd of concrete.
4. Contractor to coordinate with usage contracting officer for proper disposal of concrete.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
Scale De
CONCRETE WASHOUT Not To Scale 9.76.76
TOWN of
WAKE FOREST PIT DETAIL Revision Date Shee`#:
Feb., 2015 2 of 4
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NOTES
oo�=z
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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TRUCKS.
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2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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BY ALL CONSTRUCTION VEHICLES.
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3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
z
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TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
N
o
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
LU
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4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
v
BE DETERMINED BY THE ENGINEER.
7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
o
Z
BY THE ENGINEER.
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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NOTE:
PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
1607.01
MAINTENANCE:
MAINTAIN THE STONE PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE, THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE, AFTER EACH RAINFALL,
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS,
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
PREPARED IN THE OFFICE OFo
Kimley >>Horn
4
O40
STAPLES, (2) PER BALE . ♦ .' • .
IO
WOOD OR METAL
i.
STAKES (2 PER BALE) lI
10 MIL. PLASTIC LINING
(SHOW CUT AWAY FOR CLARITY)
NATIVE MATERIAL (OPTIONAL)
STRAW
Y-0" MIN. (10' MIN. TOTAL) BALES
I
STAPLES, (2) PER BALE F
-=
I BINDING WIRE
Elm
10 MIL. PLASTIC LINING
2'-0"
3',
PLAN VIEW
(ABOVE GRADE)
WOOD OR METAI, SECTION C-C
STAKES (2 PER BALE)
(1/2 SECTION)
ELEVATED PIT WITH STRAW BALE DETENTION WALLS
NOT TO SCALE
STRAW BALE DETENTION NOTES:
1. Actual layout to be determined in field.
2. The "concrete washout" sign shall be installed within 30 ft of the temporary concrete washout facility
3. Pit capacity is minimum of 6 cu ft per 10 cu yd of concrete.
4. Contractor to coordinate with usage contracting officer for proper disposal of concrete.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
CONCRETE WASHOUT Scale De
Not To Scale 9.76.76
TOWN of
WAKE FOREST PIT DETAIL ae'S`°nD�`e' Shee`#
Feb., 2015 3 of 4
EXISTING TER
GEOTEXTILE FOR
DRAINAGE
PLYWOOD 48"x24"-
101 C O N C R E TE i°
PAINTED WHITE
BLACK LETTERS
WASHOUT 1
6" HEIGHT
°i °i
0.5" LAG
SCREWS
O
m
WOOD POST
Tx3"x8'
LJ LJ
SIGN DETAIL
CONCRETE WASHOUT DETAIL NOTES 1
Concrete washouts are used to contain concrete and liquids when the chutes of concrete mixers and hoppers of concrete pumps are rinsed out
after delivery. The washout facilities consolidate solids for easier disposal and prevent runoff of liquids. The wash water is alkaline and
contains high levels of chromium, which can leach into the ground and contaminate groundwater. It can also migrate to a storm drain, which
can increase the pH of area waters and harm aquatic life. Revised NPDES and NC General Construction Permits require the use of concrete
washout areas on all sites using concrete:
1. No concrete or cement slurry shall be discharged from the site.
2. Any hardened concrete residue shall be disposed of, or recycled on site, in accordance with local and state solid waste regulations.
3. Concrete washout area to be minimum 50' from storm drain inlets and surface waters (ie, detention pond, ditches, etc).
4. Prefabricated washout container or pit equal detail provided may be used if approved by Engineer.
5. Install concrete washout pit at all construction entrances used by concrete trucks.
6. Dimensions may be modified to fit topography. Provide minimum 100 Sf. of surface area level.
7. Locations shown on plans are for illustrative purposes only. Contractor shall determine final number of pits required, and their
placement.
8. Inspection:
a. Contractor to check all concrete washout facilities daily to determine if they have been filled to 75% capacity, which is when
materials need to be removed.
b. Both above- and below- ground self -installed washouts should be inspected daily to ensure that plastic linings are intact and
sidewalls have not been damaged by construction activities. Contractor to repair plastic lining as needed.
c. Prefabricated washout containers should be inspected daily as well to ensure the container is not leaking or nearing 75 percent
capacity.
d. Inspectors should also note whether the facilities are being used regularly.
6. Material Removal:
a. Concrete washouts are designed to promote evaporation where feasible. However, if stored liquids have not evaporated and the
washout is nearing capacity, vacuum and dispose of them in an approved manner - check with the local sanitary sewer authority to
determine if there are special disposal requirements for concrete wash water.
b. Remove liquids or cover the structures before predicted rainstorms to prevent overflows. Companies that offer prefabricated and
watertight washout containers generally offer a vacuum service to remove the liquid material.
c. Contractor to remove hardened solids or reuse onsite or haul them away for recycling.
d. When removing materials from the concrete washout, building
a new structure or, if the previous structure is still intact,
Contractor is to inspect the structure for signs of weakening
or damage and make any necessary repairs. Line the
structure with new plastic that is free of holes or tears and
replace signage if necessary. It is very important that new
plastic is used after every cleaning because pumps and
concrete removal equipment can damage the existing liner.
7. At completion of project, washout area to be backfilled and graded to be level with existing grade..
8. General Contractor is to educate concrete subcontractors, post signage indicating the location and designated use of these areas, and
provide careful oversight to inspect for evidence of improper dumping of concrete waste and wash water. Contractor should include
requirements in contracts with concrete delivery companies that drivers must use designated concrete washout facilities.
TOWN of WAKE FOREST, NC
4*1
Manual of Specifications, Standards and Design
CONCRETE WASHOUT Scale t76
Not To Scale 9.76
TOWN of
waxE FOREST PIT DETAIL ae°'=`°�°a`e. SheetJ
Feb., 2015 4 of
n -AR■ nAnn/
V VI VL✓11.IL1.
GEOTEXTILE FOR
DRAINAGE NOTES
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
PROVIDE STABILIZED OUTLET TO STREAM BANK.
WOOD PALLETS MAY BE USED IN LIEU OF STONE
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
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NOTES: NOT TO SCALE SHEET 1 of I
USE SPECIAL STILLING BASINS/SILT B 1630.06
IF PALLETS ARE TO BE USED IN LIEU „� -1-,
MAINTENANCE: J •�
INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE, REPLACE BAG WEN 3/ OF SEDIMENT, PROVIDE A THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
SUFFICIENT QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING CONSTRUCTION,
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID PUBLIC WORKS /ENGINEERING
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
CITY OF RALEIGH DEVELOPMENT APPROVAL
RALEIGH WATER REVIEW OFFICER PLANNING
PROJECTo
DUNN CREEK
INC LICENSE#F-0102 EROSION CONTROL CULVERT REPLACEMENT
421 FAYETTEVILLE ST., SUITE 600 INCOMPLETE PLANS NOT TO SCALE
RALEIGH, NORTH CAROLINA 27601 DETAILS rw = � �� S P - 2 3 - 2 3
PHONE: [phone]
© 2024
JOB NUMBER° ISHEET NUMBER°
0 1 131 1069 EC-5

LD
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NOTE. USE INLET TUBES AS NEEDED TO PREVENT SILT AND INLET GRATE
DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION. LOOPS SIZED FOR ����� LOOPS SIZED FOR
1" REBAR, HET
FILTER BAG FROM 1" REB
ENT TUBE INLET USING REBAR REBAR
1T FENCE FOR HANDLES. TO EMI
-EDED) SACK
OVERFLOW HOLES SEDIME
(OPTIONAL) COLLE(
LOCATI
GEOTEXTILE BAG
1/4" BRIGHTLY COLORED 2")
NYLON ROPE EXPANSION RUI
RESTRAINT n . BL(
ICI LI� _)HUf\ IIVLLI
PROTECT ION
(SEE DETAIL)
GUTTER
EIGHT ED
SEDIMENT
TUBE
Use 'Inlet tubes that exhibit the following properties:
Produced by a Manufacturer experienced in sediment tube manufacturing.
Composed of compacted geotextiles, curled excelsior wood, natural coconut
fibers or hardwood mulch or a mix of these materials enclosed by a flexible
netting material. Do not use straw, straw fiber, straw bales, pine needles or
leaf mulch under this specification. Utilize an outer netting that consists
of seamless, high -density polyethylene photodegradaNe materials treated
with ultraviolet stabilizers or a seamless, high -density polyethylene
non -degradable materials,
lnS.011Qtlan:
nstall inlet tubes lying flat on the ground, with no gaps between the
underlying surface and the Net tube,
inspection and Maintenance:
met tubes may be temporarily moved during construction as needed.
Replace inlet tubes damaged during installation as directed by the
nspector or Manufacturer's Representative at the contractor's expense.
3'
2'
METAL POST
%4" HARDWARE 2'
CLOTH
.•57 STONE
2
o ao
00 tic
Er
••`�•
Ma 0
�.1
n
SOMETRE VIEW
UTAIV11 IL 1
)RED NYLON
EXPANSION
RESTRAINT
EMPTY FILTER SACK WHEN BRIGHTLY COLORED
EXPANSION RESTRAINT CAN NO LONGER BE
SEEN,
2,
GEOTEXTILE WILL BE A WOVEN
POLYPROPYLENE FABRIC THAT MEETS OR
EXCEEDS REQUIREMENTS IN THE
SPECIFICATIONS TABLE,
3,
AN OIL ADSORBENT PAD OR PILLOW CAN BE
PURCHASED WHEN OIL SPILLS ARE A
CONCERN,
4.
INSPECT PER REGULATORY REQUIREMENTS,
5,
THE WIDTH, "W", OF THE FILTER SACK WILL
MATCH THE INSIDE WIDTH OF THE GRATED
INLET BOX,
6,
THE DEPTH, "D", OF THE FILTER SACK WILL
BE BETWEEN 18 INCHES AND 36 INCHES.
7,
THE LENGTH, "L", OF THE FILTER SACK WILL
MATCH THE INSIDE LENGTH OF THE GRATED
INLET BOX,
SPECIAL INLET PROTECTION
NOT TO SCALE
SECURE LILTING LOOPS TO
OR UNDER SURROUNDING
CIIDCArC
ELEVATION VIEW
PROFILE VIEW OF
NSTALLED FILTER
SACK
LOW TO MODERATE FLOW GEOTEXTILE
FABRIC
SPECIFICATION TABLE
PROPERTIES
TEST
METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM
D-4632
300 LBS
GRAB TENSILE ELONGATION
ASTM
D-4632
20 %
PUNCTURE
ASTM
D-4833
120 LBS
MULLEN BURST
ASTM
D-3786
800 PSI
TRAPEZOID TEAR
ASTM
D-4533
120 LBS
UV RESISTANCE
ASTM
D-4355
80 %
APPARENT OPENING SIZE
ASTM
D-4751
40 US SIEVE
FLOW RATE
ASTM
D-4491
40 GAL/MIN/SO FT
PERMITTIVITY
ASTM
D-4491
0.55 SEC -1
MODERATE TO HIGH FLOW GEOTEXTILE
FABRIC
SPECIFICATION TABLE
PROPERTIES
TEST
METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM
D-4632
265 LBS
GRAB TENSILE ELONGATION
ASTM
D-4632
20 %
PUNCTURE
ASTM
D-4833
135 LBS
MULLEN BURST
ASTM
D-3786
420 PSI
TRAPEZOID TEAR
ASTM
D-4533
45 LBS
UV RESISTANCE
ASTM
D-4355
90 %
APPARENT OPENING SIZE
ASTM
D-4751
20 US SIEVE
FLOW RATE
ASTM
D-4491
200 GAL/MIN/SQ FT
PERMITTIVITY
ASTM
D-4491
1.5 SEC -1
STANDARD INLET PROTECTION
STANDARDIZED METAL
POSTS 2' -O" IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
•"- ,yam �
•57 WASHED STONE PLACED
TO A HEIGHT OF I2"-18' MIN.
ABOVE TOP OF BOX
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
CONSTRUCTION SPECIFICATIONS
I. As synthetic fabric, use a previous sheet of nylon, polyester, or ethylene yorn - extra strength
(50 Ib/l inch minimum) - that contains ultraviolet ray inhibitors and stabilizers. Fabric should be
sufficiently porous to provide adequate drainage of the temporary sediment pool. Burlap may be
used for short-term applications. It must be replaced every 60 doys.
2. Cut fabric from a continuous roll to eliminate joints.
J. For stokes, use 5-foot steel posts.
4. Space stokes evenly around the perimeter of the inlet a maximum of 4 ft apart, and securely
drive them into the ground, approximately 24 inches deep.
5. Place a 2 foot flap of wire mesh under the grovel for anchoring.
6. Fasten fabric securely to the stakes and frame. Joints must be overlapped to the next stake.
7. The top of the frame and fabric must be well below the ground elevation downslope from
the drop inlet to keep runoff from bypassing the inlet. It may be necessary to build a temporary
dike on the down slope side of the structure to prevent bypass flow. Material from within the
sediment pool may be used for diking.
8. 057 washed stone shall be incidental to Inlet Protection.
MAINTENANCE
Inspect the fabric barrier after each roln and make repairs as needed.
Remove sediment from the pool area as necessary to provide adequate storage volume for the
next rain. Take core not to damage or undercut the fabric during sediment removal.
PREPARED INr `'bF"LI& OFo
Kimley >>Horn
� —III—III II=1 —
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ITI=11 10 � '� 11=ITI=11
ITi C 6" STAPLE ITI ITII IITII
T` 1=III=ITI
CHECK ` I=1 1=1 1=1
MATTING IN DITCHES
4—
loll
10"
4"
B 30/ STAPLE
^� CHECK
'I I` 4,� —
MATTING ON SLOPES
18" EXISTING
MIN. GROUND
BA/CKFILL B
MIN.
STAPLES ON
1' CENTERS
OQ IN TRENCH
6" MIN
MATTING SHALL BE STAPLES ON
PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM OA
6
3'
STAPLE
X X
1
i 3'
N
X
DIAGRAM OB
NOTES
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, COIR FIBER MAT AND PERMANENT SOIL REINFORCEMENT MAT
(PSRM) INSTALLATION AND AS DIRECTED.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
TRENCH ALL UPSLOPE EDGES OF MATTING THAT ARE NOT OVERLAPPED BY ANOTHER SECTION OF MATTING.
O Z
`` o
z �
STAPLE CHECK PATTERN Q J
411 o
O
Q Z
z //I••I
V
STAPLE 41I Cn
DIAGRAM OC Q Q
O
NOT TO SCALE SHEET 1 OF 1
1631 .01
TEMPORARY LINERS
MAINTENANCE:
I. Inspect Rolled Erosion Control Products (RECP) at least weekly and after each signifcant (I/2 inch or greater) rain fall event repair immediately.
2. Good contact with the ground must be maintained, and erosion must not occur beneath the RECP.
J. Any areas of the RECP that ore damaged or not in close contact with the ground shall be repaired and stapled.
4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and the eroded area protected.
5. Monitor and repair the RECP as necessary until ground cover is established.
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID PUBLIC WORKS /ENGINEERING
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL. OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
CITY OF RALEIGH DEVELOPMENT APPROVAL
RALEIGH WATER REVIEW OFFICER
INC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2024
EROSION CONTROL
DETAILS
INCOMPLETE PLANS
�PW=PwCOFAWRUC�
PLANNING
NOT TO SCALE
PROJECTo
JOB NUMBER°
DUNN CREEK
CULVERT REPLACEMENT
SP-23-23
011311069
SHEET NUMBER°
EC-6

c9
O
O
SOIL STABILIZATION SUMMARY SHEET
MATTING FOR EROSION CONTROL
CONST
SHEET N0.
LINE
FROM
STATION
TO
STATION
SIDE
ESTIMATE (SY)
11+89
12+67
KT
34
11+89
12+40
LT
85
12+59
13+50
KT
20
12+81
13+21
LT
65
5U
TOTAL
204
M15GE��ANE
U5 MATTING 10 6E IN5141•E0
A5 DIKE
1E0 bY 1NE
OM&INEER
TN15 INGI-UOES
OUT 15 N01 LIMITED
fO MATTING A
I, 5045 AN
AKEAS AKDUND
PIPE MEf/Nfl.Ef6 1
AT AKE N01
OVEKEO bY
KIP KAP AND
WHEN MEA51JKE5 AU KEM
VEO
TOTAI.
204
5AY
210
MAINTENANCE:
INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAIN FALL EVENT, REPAIR IMMEDIATLEY IF NEEDED,
GOOD CONTACT WITH GROUND MUST BE MAINTAINED AND EROSION MUST NOT OCCUR BENEATH THE MATTING,
ANY AREAS OF MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED,
IF EROSION OCCURES DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED,
MONITOR AND REPAIR THE MATTING AS NECCESSARY UNTIL GROUND COVER IS ESTABLISHED,
REV. No.: I REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
PREPARED IN THE OFFICE OFo
CITY OF RALEIGH— PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
CITY OF RALEIGH DEVELOPMENT APPROVAL
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2024
RALEIGH WATER REVIEW OFFICER
EROSION CONTROL
DETAILS
INCOMPLETE PLANS
wrw=pw
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
PLANNING
NOT TO SCALE
PROJECTo
JOB NUMBER°
DUNN CREEK
CULVERT REPLACEMENT
SP-23-23
011311069
SHEET NUMBER°
EC-7

CD
O
O
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the tmeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
'Environmental Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
01j
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W STAM.Lf
ML LWAIM R10U� III
*
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F01ML LGG7O! Fnoumo :»
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Fa ID
8 im CO CRM VASIaR
WIRUc7UALs aMLL SE IM
a 7t CMMM VAsuff STRUCI M SIMLL
! FMIRAS= VM TM Lwa AM M
viol 71t Or W Xn Sam
SMn
FS'ACILL 7SQ; 71t 57FIIC7
FS'ACM 7M W 7SC SIRUC7ISILSP�r
C'IIPAM 7CI F AZA 79
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IRSSIt; CAPM7RY Vi1N A MSIOFM
NNO
3COS AM VA91a/r STRUVM I 7o s
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2 llptS w �
CLS•iAY WAU WN SSW= worm SL m
BELOW GRAJ& WASHOUT
STRUCTURE
ABOVE GRADE 6MUT
F X CLO tt
S'IGNM mum mr4m
STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, Stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
CITY OF RALEIGHI- PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
CITY OF RALEIGH DEVELOPMENT APPROVAL
PREPARED IN THE OFFICE OFo
Ki
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
■
PHONE: [phone]
©2024
RALEIGH WATER REVIEW OFFICER
EROSION CONTROL
DETAILS
INCOMPLETE PLANS
00 rw= pw Cu
EFFECTIVE: 04/01/19
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
PLANNING
NOT TO SCALE
PROJECTo
JOB NUMBER°
DUNN CREEK
CULVERT REPLACEMENT
SP-23-23
01 131 1069
SHEET NUMBER°
EC-8

CD
O
O
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the tmeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
'Environmental Quality
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, Stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2024
CITY OF RALEIGHI- PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
CITY OF RALEIGH DEVELOPMENT APPROVAL
PREPARED IN THE OFFICE OFo
Ki
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
■
PHONE: [phone]
©2024
RALEIGH WATER REVIEW OFFICER
EROSION CONTROL
DETAILS
INCOMPLETE PLANS
00 rw= pw Cu
EFFECTIVE: 04/01/19
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
PLANNING
NOT TO SCALE
PROJECTo
JOB NUMBER°
DUNN CREEK
CULVERT REPLACEMENT
SP-23-23
01 131 1069
SHEET NUMBER°
EC-9