Carolina Wildlige_site plan_revised_9.6.22THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTCAROLINA WILDLIFE CONSERVATION
PARK-PARKING LOT
UPPER LITTLE RIVER TOWNSHIP
HARNETT COUNTY, NORTH CAROLINA
SITE CONSTRUCTION DRAWINGS
REGULATORY REVIEW SET ISSUED: MAY 31, 2022
REVISED: SEPTEMBER 6,2022
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.C-00 COVER SHEETSCALE: 1"=2000'
VICINITY MAP
CIVIL SERIES DRAWING ABBREVIATIONS:
@/-AT
AC-ACRE
AFG- ABOVE FINISHED GRADE
APPR-APPROXIMATE
ASSY-ASSEMBLY
B/C-BOTTOM OF CURB
BOC-BACK OF CURB
B/L-BASE LINE
BM-BOOK OF MAPS
BMP-BEST MANAGEMENT PRACTICE
BW-BOTTOM OF WALL
CB-CATCH BASIN
C&G-CURB AND GUTTER
C/L-CENTERLINE
CL-CLASS
CMP-CORRUGATED METAL PIPE
CO-CLEANOUT
COMM-COMMUNICATIONS
CONC-CONCRETE
CONN-CONNECTION
CY-CUBIC YARD
DB-DEED BOOK
DCV-DOUBLE CHECK VALVE
DDCV-DOUBLE DECTECTOR CHECK VALVE
DI-DROP INLET
DIP-DUCTILE IRON PIPE
DR-DRIVEWAY
MECH-MECHANICAL
MH-MANHOLE
MIN-MINIMUM
MJ-MECHANICAL JOINT
NIC-NOT IN CONTRACT
OHE-OVERHEAD ELECTRIC
OHP-OVERHEAD POWER
OHT-OVERHEAD TELEPHONE
PB-PLAT BOOK
PC-POINT OF CURVATURE
PED-PEDESTRIAN
PG-PAGE
PH-PHASE
PI-POINT OF INTERSECTION
PIV-POST INDICATOR VALVE
PKG-PARKING
P/L-PROPERTY LINE
PS-PUMP STATION
PT-POINT OF TANGENCY
PP-POWER POLE
PVC-POLYVINYL CHLORIDE
PVMT-PAVEMENT
PWR-POWER
R-RADIUS
RD-ROOF DRAIN
RJ-RESTRAINTED JOINT
RPZ-REDUCED PRESSURE ZONE
DS-DOWNSPOUT
EA-EACH
EIP-EXISTING IRON PIPE
ELEC-ELECTRICAL
E/P-EDGE OF PAVEMENT
EX-EXISTING
F/C-FACE OF CURB
FDC-FIRE DEPARTMENT CONNECTION
FDPS-FULL DEPTH PAVED SHOULDER
FFE-FINISHED FLOOR ELEVATION
FG-FINISHED GRADE
FH-FIRE HYDRANT
F/L-FLOW LINE
FM-FORCE MAIN
FT-FOOT
G-GAS
GND-GROUND
GV-GATE VALVE
HDPE-HIGH DENSITY POLYETHYLENE
HORIZ-HORIZONTAL
IN-INCHES
INV-INVERT
IP-IRON PIPE
IPS-IRON PIPE SET
L-LENGTH
LF-LINEAR FOOT
LP-LIGHT POLE
LS-LIFT STATION
R/W-RIGHT OF WAY
REQD-REQUIRED
RCP-REINFORCED CONCRETE PIPE
SAN-SANITARY SEWER
SDWK-SIDEWALK
SF-SQUARE FOOT
SPT-SPOT GRADE
SS-SANITARY SEWER
STA-STATION
STD-STANDARD
STM-STORM
STMH-STORM SEWER MANHOLE
SWM-STORMWATER MANAGEMENT
T-TELEPHONE
TB-THRUST BLOCKING
T/C-TOP OF CURB
TCM-TELEPHONE MANHOLE
TS&V-TAPPING SLEEVE AND VALVE
UGE-UNDERGROUND ELECTRIC
UNK-UNKNOWN
UP-UTILITY POLE
VAR-VARIABLE
VERT-VERTICAL
W/-WITH
WM-WATER METER
W/O-WITHOUT
W/L-WATERLINE
WSEL-WATER SERVICE ELEVATION
WV-WATER VALVE
SANITARY SEWER
EXISTING SANITARY SEWER
SANITARY SEWER MAIN
SEWER MANHOLE
CLEANOUT
EXISTING CLEANOUT
EX. SEWER MANHOLE
WATER
EXISTING WATER LINE
WATERLINE
PROPOSED WATER VALVE
POST INDICATOR VALVE (PIV)
EX. WATER METER
EX. VALVE
WATER METER
EX. FIRE HYDRANT
FIRE HYDRANT
REDUCER FITTING
PLUG FITTING
WATERLINE TEE
WATERLINE CROSS
FIRE DEPARTMENT CONNECTION (FDC)
WATERLINE BLOWOFF
EX. WELL CASING
NATURAL GAS
EX. GAS LINE
GAS LINE
EX. GAS VALVE
EX. GAS METER
MISCELLANEOUS UTILITIES
EX. LIGHT POLE
EX. LIGHT (WALL PACK)
PROPOSED LIGHT POLE
EX. UTILITY POLE
UTILITY POLE
EX. GUY WIRE
EX. ELECTRICAL METER
EX. OVERHEAD ELECTRIC LINE
PROPOSED OVERHEAD ELECTRIC LINE
EX. UNDERGROUND ELECTRIC LINE
PROPOSED UNDERGROUND ELECTRIC LINE
EX. TELEPHONE PEDESTAL
TELEPHONE PEDESTAL
EX. TELEPHONE MANHOLE
EX. OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE LINE
EX. OVERHEAD FIBER LINE
OVERHEAD FIBER LINE
EX. CABLE PEDESTAL
EX. OVERHEAD COMMUNICATIONS LINE
OVERHEAD COMMUNICATIONS LINE
EX. UNDERGROUND COMMUNICATIONS LINE
UNDERGROUND COMMUNICATIONS LINE
SITE DEVELOPMENT
EX. STORM SEWER PIPE
PROPOSED STORM SEWER
EX. STORM STRUCTURE
CATCH BASIN
DROP INLET
EX. STORM SEWER MANHOLE
STORM SEWER MANHOLE
EX. ROOF DRAIN LEADER
ROOF DRAIN LEADER
EX. ROOF DRAIN DOWNSPOUT
ROOF DRAIN DOWNSPOUT
EX. CURB AND GUTTER
CURB AND GUTTER
PROPERTY LINE
EXISTING PROPERTY LINE
EX. SHRUB
BENCHMARK AND/OR SURVEY
CONTROL MARKER
SOIL BORING LOCATION
LIMITS OF DISTURBANCE
EX. TREE
EX. FENCE
PROPOSED FENCE
EX. TOPOGRAPHIC CONTOUR
G
PROPOSED TOPOGRAPHIC CONTOUR
PROPOSED SPOT ELEVATION
EX. SIGN
SIGN
BOLLARD
PROPERTY MARKER/IRON PIPE
EX. SURVEY MONUMENT
W
W
SS
SAN
G
RD
RD
FG XXX
B-8
S
D
*
*
S
M
M
OHP
OHP
UGP
UGP
T
T
T
OHT
OHT
OFO
OFO
C
OHC
OHC
UGC
UGC
LEGEND
EX. OVERHEAD UTILITY LINE-MULTIPLE UTILITIES
OHU
CIVIL DRAWING INDEX:
COVER SHEET C-00
SITE DETAILS I D-01
TOTAL NUMBER OF SHEETS:18
OVERALL SITE LAYOUT PLAN C-02
SITE DETALS III
EXISTING CONDITIONS & DEMOLITION PLAN C-01
SITE
DEED REFERENCE:
DB 3648 PG. 644-646
SURVEY DATUM INFORMATION
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NAVD88
SITE DETAILS II D-02
ENLARGED SITE LAYOUT & UTILITY PLAN C-03
GRADING & DRAINAGE PLAN C-05
EROSION & SEDIMENT CONTROL PLAN -INITIAL PHASE C-06
EROSION CONTROL DETAILS I
D-03
D-05
Taylor Land Consultants, PLLC
1600 Olive Chapel Road, Suite 140
Apex, NC 27502
919.616.5583
Contact: Mr. Eric Manturuk, PLS
eric@taylorlc.com
CWCP Holdings, LLC
100 S. 10th Street
Lillington, NC 27546
919.601.1660
Contact: Mr. Kurt Smith
kurtsdollarbill@yahoo.com
Shipman Engineering, PLLC
NC License # P-1963
137 Middlegreen Place
Holly Springs, NC 27540
919.900.0006
Contact: Zak Shipman, PE
zak@shipmanengineering.com
Civil Engineer Land Surveyor Developer
P
A
T
T
E
R
S
O
N
R
D
.
(
S
R
#
1
2
6
9
)
EROSION CONTROL DETAILS II D-06
EROSION CONTROL DETAILS III D-07
EROSION & SEDIMENT CONTROL PLAN -FINAL PHASE C-07
EXISTING WILDLIFE PARK SITE PLAN C-04
HOLLY SPRINGS CHURCH RD.COOL SPRINGS RD.SR#1265US 421
LANDSCAPING PLAN L-01
NCG01 NOTES & DETAILS D-08
SITE DETALS IV D-04
OWNER'S CONSENT FORM:
AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT
SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY
ORDINANCES.
DATE OWNER SIGNATURE
CONDITIONAL USE PERMIT #BA-CU-23-18
APPROVED 7/9/18
HARNETT REGIONAL WATER STD. NOTES N-01
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.N-01 HARNETT REGIONAL WATER STD. NOTESWATER
A.THE FIRE MARSHAL’S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEW SUBDIVISIONS. HOWEVER, HARNETT REGIONAL
WATER PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE HYDRANTS:
1.MUELLER - SUPER CENTURION 250 A-423 MODEL WITH A 5¼” MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
2.AMERICAN DARLING - MARK B-84-B MODEL WITH A 5¼” MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
3.WATEROUS - PACER B-67-250 MODEL WITH A 5¼” MAIN VALVE OPENING THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR
APPROVED EQUAL FOR STANDARDIZATION.
B.FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE NEAR ANY FIRE HYDRANT, WHICH IMPEDES ITS OPERATION,
SHALL BECOME THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE MONITORED BY THE HRW UTILITY
CONSTRUCTION INSPECTOR AND THE HARNETT COUNTY FIRE MARSHAL.
C.THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDEQ “AUTHORIZATION TO CONSTRUCT” PERMIT TO THE UTILITY
CONTRACTOR BEFORE THE CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE NCDEQ
“AUTHORIZATION TO CONSTRUCT” PERMIT ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) ON SITE PRIOR TO
THE START OF CONSTRUCTION. THE PERMIT MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF THE PROPOSED
WATER LINES THAT WILL SERVE THIS PROJECT.
D.THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT REGIONAL WATER (HRW) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS
PRIOR TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS,
HRW UTILITY CONSTRUCTION INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION
WILL BEGIN AND THE UTILITY CONTRACTOR MUST COORDINATE WITH HRW FOR REGULAR INSPECTION VISITATIONS AND ACCEPTANCE OF THE WATER
SYSTEM(S). CONSTRUCTION WORK SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HRW WHICH IS 8:00 AM – 5:00 PM MONDAY
THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT PERMITTED BY HRW.
E.THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HRW AND THE UTILITY CONTRACTOR WITH A SET OF NCDEQ APPROVED PLANS MARKED
“RELEASED FOR CONSTRUCTION” AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE REGISTERED LAND SURVEYOR (RLS) SHOULD
STAKE OUT ALL LOT CORNERS AND THE GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE UTILITY CONTRACTOR
BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET
CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET GRADING AND UTILITY CONSTRUCTION.
F. THE UTILITY CONTRACTOR SHALL PROVIDE THE HRW UTILITY CONSTRUCTION INSPECTOR WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS
FOR ALL PROJECT MATERIALS PRIOR TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER SERVICES IN HARNETT
COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HRW AND BE APPROVED BY THE
ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY
FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HRW UTILITY CONSTRUCTION INSPECTOR.
G.THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN
STRICT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT REGIONAL WATER (HRW). THE UTILITY CONTRACTOR SHALL BE
RESPONSIBLE TO LOCATE THE NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER SETTERS AND METER BOXES
FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDEQ, DEH, PWS) AND
ACCEPTED BY
HRW.
H.PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL METER BOXES
MUST BE FLUSH WITH THE GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8” BELOW THE METER BOX LID. METER
SETTERS SHALL BE CENTERED IN THE METER BOX AND SUPPORTED BY BRICK, BLOCK OR STONE.
I.THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER AND HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED
LINE DRAWINGS IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THE
MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER SETTERS, BLOW
OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL WATER LINE(S) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS
SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDEQ APPROVED PLANS. ALL CHANGE ORDERS MUST BE APPROVED BY HRW AND THE
PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
J.POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON-POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE
LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF TWENTY-FOUR (24”) INCHES BETWEEN THE POTABLE WATER MAIN AND ALL OTHER UTILITIES.
NCDOT REQUIRES THE NEW WATER MAINS TO BE INSTALLED UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE INSTALLED WITH
TWENTY-FOUR (24”) INCHES OF VERTICAL SEPARATION AND WITH DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NONPOTABLE WATER
LINE SUCH AS SANITARY SEWER OR STORM SEWER LINES. IF THESE SEPARATIONS CANNOT BE MAINTAINED THEN THE WATER MAIN SHALL BE
INSTALLED WITH DUCTILE IRON PIPE. BOTH THE POTABLE WATER MAIN AND THE NON-POTABLE WATER LINE MUST BE CAST IRON OR DUCTILE IRON
PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE
MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE AT LEAST (10’) FEET FROM THE POINT WHERE THE POTABLE
WATER MAIN CROSSES THE NON-POTABLE WATER LINE.
K.POTABLE WATER MAINS INSTALLED PARALLEL TO NON-POTABLE WATER LINES (SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO
PROVIDE A MINIMUM HORIZONTAL DISTANCE OF TEN (10’) FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER MAINS, SEWER LATERALS
AND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS
THAN FIVE (5’) FEET. THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS HORIZONTAL SEPARATION OF TEN (10’) FEET CANNOT BE
MAINTAINED. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST TEN (10’) FEET BEYOND THE POINT WHERE THE MINIMUM REQUIRED HORIZONTAL
SEPARATION OF TEN (10’) FEET CAN BE RE-ESTABLISHED.
L.METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES
TO BE INSTALLED AT A LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1’) FOOT INSIDE THE RIGHT-OF-WAY AND AT LEAST
THREE (3’) TO FIVE (5’) FEET FROM THE PROPERTY LINE BETWEEN THE LOTS.
M.HRW REQUIRES THAT METER BOXES FOR ¾” SERVICES SHALL BE 12” WIDE X 17” LONG ABS PLASTIC BOXES AT LEAST 18” IN HEIGHT WITH CAST
IRON LIDS/COVERS. METER BOXES FOR 1”SERVICES SHALL BE 17” WIDE X 21” LONG ABS PLASTIC BOXES AT LEAST 18” IN HEIGHT WITH PLASTIC LIDS
AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS. METER BOXES FOR 2” SERVICES SHALL BE 20” WIDE X 32” LONG ABS PLASTIC BOXES AT
LEAST 20” IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE LIDS.
N.MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO
PROVIDE AT LEAST EIGHTEEN (18”) INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE BOTTOM OF THE METER
SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS IF THE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN
ACCORDANCEWITH THE HRW ESTABLISHED STANDARD SPECIFICATIONS AND DETAILS. DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER
VAULT PIPING AND VALVE VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE METER VAULTS TO HRW PRIOR TO
ORDERING THE CONCRETE VAULTS.
O.THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE
40 PVC CONDUIT TO ALLOW FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT ¾” WATER SERVICE LINES MAY BE INSTALLED
INSIDE ONE (1) – TWO (2”) INCH SCHEDULE 40 PVC CONDUIT OR TWO (2) INDEPENDENT 1” WATER SERVICE LINES MAY BE INSTALLED INSIDE ONE –
THREE (3”) INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE SHALL BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT
ALLOWED BY HRW. IF SIDEWALKS ARE PROPOSED, THE CONDUIT MUST EXTEND PAST THE SIDEWALK.
P.THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS AND ASSOCIATED APPURTENANCES MUST BE RATED FOR
200 PSI
AND HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE TEST(S) MUST BE WITNESSED BY THE HRW UTILITY
CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR MUST NOTIFY HRW WHEN THEY ARE READY TO BEGIN FILLING IN LINES AND COORDINATE
WITH HARNETT REGIONAL WATER TO WITNESS ALL PRESSURE TESTING.
Q.THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS
STEEL TAPPING SLEEVE(S) PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE
HRW UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC BRANDSTAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED
EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINE EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED
EQUAL TO THE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF ISOLATION BETWEEN HARNETT REGIONAL
WATER’S EXISTING WATER MAINS AND THE NEW WATER LINE EXTENSIONS UNDER CONSTRUCTION.
R.ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50 DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER.
ALL PIPES MUST BE PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION. PVC PIPE MUST BE PROTECTED FROM
EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO INSTALLATION.
S.ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT
REGIONAL WATER. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED BY THE HRW UTILITY CONSTRUCTION INSPECTOR
AND TESTED IN THE HRW LABORATORY.
T.ALL FITTINGS LARGER THAN TWO (2”) INCHES DIAMETER SHALL BE DUCTILE IRON.
U. HRW REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS AS “MEGALUG” FITTINGS ARE NOT APPROVED BY HARNETT
REGIONAL WATER FOR PIPE SIZES SMALLER THAN TWELVE INCHES (12”) DIAMETER. PVC PIPE USED FOR WATER MAINS SHALL BE CONNECTED BY SLIP
JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT COUNTY.
U. HRW REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA.
INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE
CONNECTIONS SHALL BE MADE UNDERGROUND ON TRACER WIRE INSTALLED
IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
V. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HRW UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED
LINE FIELD DRAWINGS TO IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND ALL ASSOCIATED SERVICES. ALL CHANGE ORDERS MUST
BE PRE-APPROVED BY HRW AND THE PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
W. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED
WATER LINE
EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL
AND VERTICAL CLEARANCES TO THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN ORDER TO AVOID
CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE
FOR TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN
ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION.
X. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS
REQUIRED TO HAVE A SIGNED NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED UTILITY COMPANIES IN
ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR (800) 632-4949 TO VERIFY THE LOCATION
OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS
FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER,
SEWER, ELECTRICAL POWER, FIBER OPTIC,
NATURAL GAS, ETC.). THE UTILITY CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE RELATED
UTILITY COMPANY.
Y.THE UTILITY CONTRACTOR SHALL PROVIDE HRW WITH AT LEAST ONE (1) FIRE HYDRANT WRENCH AND ONE (1) BREAK-AWAY FLANGE KIT FOR
EVERY SUBDIVISION WITH FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED TO HRW BEFORE THE FINAL
INSPECTION WILL BE SCHEDULED BY THE HRW UTILITY CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR SHALL INSTALL A 4” X 4”
CONCRETE VALVE MARKER AT THE EDGE OF THE RIGHT-OF-WAY TO IDENTIFY THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEW WATER
SYSTEM WITH THE EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. THE CONTRACTOR SHALL MEASURE THE DISTANCE FROM THE CENTER OF
THE CONCRETE MARKER TO THE CENTER OF THE VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE BRASS PLATE LOCATED
ON THE TOP OF THE CONCRETE VALVE MARKER. IN LIEU OF INSTALLING THE CONCRETE VALVE
MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND
STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER
(PE) MUST INCLUDE THESE MEASUREMENTS IN THE AS-BUILT RECORD DRAWINGS SUBMITTED TO HRW.
Z.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING
THE ONE YEAR WARRANTY PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT REGIONAL WATER. HARNETT
REGIONAL WATER WILL PROVIDE MAINTENANCE AND REPAIRS WHEN REQUESTED AND BILL THE DEVELOPER AND/OR UTILITY CONTRACTOR IF
NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR
ANY AND ALL REPAIRS DUE TO DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW WATER LINES AND ASSOCIATED APPURTENANCES FOR
OTHER UTILITIES AND
THEIR CONTRACTORS UNTIL THE WATER LINES HAVE BEEN APPROVED BY NCDEQ AND ACCEPTED BY HRW. THE FINAL INSPECTION OF WATER SYSTEM
IMPROVEMENTS CANNOT BE SCHEDULED WITH HRW UNTIL THE STREETS HAVE BEEN PAVED; THE RIGHTS-OF-WAY AND UTILITY EASEMENTS HAVE
BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS
IN PLACE TO PREVENT EROSION ISSUES ON SITE.
AA THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY
ENGINEERING PRACTICES AND APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS ARE ALLOWED WITHOUT PRIOR
WRITTEN APPROVAL BY HRW. A COPY OF EACH ENGINEER’S FIELD REPORT IS TO BE SUBMITTED TO HRW AS EACH SUCH INSPECTION IS MADE ON
SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR. WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED
BY HRW SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST,
VACUUM TEST, MANDREL TEST, VISUAL TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HRW INSPECTOR MUST BE PRESENT DURING TESTING
AND ALL TEST RESULTS SHALL
BE SUBMITTED TO HRW. ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH THE HRW INSPECTOR. THE
ENGINEER OF RECORD MUST REQUEST IN WRITING TO SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE DEVELOPER’S
ENGINEER OF RECORD AND THE HRW UTILITY CONSTRUCTION INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES
NOTED DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH LIST, THE DEVELOPER’S ENGINEER OF RECORD WILL
SCHEDULE ANOTHER INSPECTION. IN THE EVENT THE NUMBER OF
INSPECTIONS PERFORMED BY THE HRW EXCEEDS TWO, ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER.
C
P
12"
MAG.S47°43'48"W 1245.16'L2C1
L
3
N62°3
3'
1
3
"
E
312.4
1'
N
4
1
°
1
6
'
5
7
"
W
68
1
.
8
5
'400398396394392390392
390388386384382380378376374
372
366
368
370372374376378380382384386388
402404400398396394392390388386384382380378376374372372374376378380382384386388390392394396
398
400402
404
402400398396394392390388386384382380378376374372REMOVE EX.
GRAVEL (TYP.)
REMOVE EX.
GATE
EX FENCE
TO REMAIN
PROPERTY LINE
SETBACK LINE
EASEMENT LINE
SIGN
FENCE LINEXX
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
WM WATER METER
CO SANITARY SEWER CLEANOUT
MINOR TOPOGRAPHICAL CONTOUR
MAJOR TOPOGRAPHICAL CONTOUR
S
UTILITY POLE
293.47 EX. SPOT GRADE
LIGHT POLE
WATER MAIN
NATURAL GAS MAIN
TELEPHONE LINE
MARKED UTLITY LINE
DEMOLITION LEGEND
AREA TO BE DEMOLISHED
ITEM TO BE DEMOLISHED
OR REMOVEDX
DEMOLITION LIMITS
N
30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTEXISTING CONDITIONS & DEMOLITION PLANEXISTING CONDITIONS LEGEND
C-01
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A
BOUNDARY SURVEY OF THE PROPERTY BY MELVIN GRAHAM, PLS (DATED 12/18/2018) AND A
SUPPLEMENTAL TOPOGRAPHIC AND EXISTING CONDITIONS SURVEY BY TAYLOR LAND CONSULTANTS,
PLLC. THE DATA SHOWN ON THIS DRAWING IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN
ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS DATA PROVIDED BY SUPPLEMENTAL DATA
INCLUDING AERIAL PHOTOGRAPHY, HARNETT COUNTY GIS DATA, AND OTHER DATA SOURCES AS
REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE
PERFORMING ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS,
AND RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA
FIRM 3720060000J DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY TAYLOR LAND CONSULTANTS, PLLC. FOR
HORIZONTAL AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. NO WETLANDS OR SURFACE WATERS EXIST WITHIN THE PROJECT WORK AREA. A FIELD DELINEATION
OF THE ENTIRE SITE WAS PERFORMED BY HAL OWEN AND ASSOCIATES DATED 23 AUGUST, 2021.
DEMOLITION NOTES:
1.REMOVE/DEMOLISH/ABANDON EXISTING FEATURES AFTER EROSION AND SEDIMENT CONTROL
MEASURES ARE IN PLACE AND AFTER THE APPROVAL OF THE ENGINEER.
2. DO NOT INTERRUPT EXISTING UTILITY SERVICES FOR FACILITIES OCCUPIED BY THE OWNER OR OTHERS
EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO
PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES.
a.NOTIFY ENGINEER NOT LESS THAN 72 HOURS IN ADVANCE OF PROPOSED UTILITY SERVICE
INTERRUPTIONS.
b.DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING WRITTEN PERMISSION FROM
THE DESIGN ENGINEER.
3. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT UNANTICIPATED HAZARDOUS
MATERIALS ARE ENCOUNTERED. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND
REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF HAZARDOUS MATERIALS.
4. SUBSURFACE UTILITIES AND FEATURES DENOTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE
IN NATURE AND HAVE BEEN LOCATED TO THE EXTENT POSSIBLE VIA ABOVE GROUND EVIDENCE ONLY.
CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION, INCLUDING UTILITY
"POTHOLING" OR BY THE EXCAVATION OF TEST PITS AS NECESSARY TO DETERMINE THE UTILITY
LOCATION, DEPTHS, AND MATERIALS.
5. VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTATION OF EXISTING FEATURES
THROUGH THE USE OF PHOTOGRAPHY, VIDEO, OR OTHER RECORDS PRIOR TO DISTURBANCE ON SITE.
6. LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND REPAIR ANY DAMAGES TO EXISTING
UTILITIES RESULTING FROM CONSTRUCTION.
7. REMOVE ALL EXISTING ON-SITE TRASH AND DEBRIS. TRASH SHALL BE REMOVED AND DISPOSED OF IN A
LEGAL MANNER. NOTIFY OWNER AND ENGINEER IF ANY HAZARDOUS MATERIALS (ASBESTOS, LEAD
PAINT, ETC.) ARE ENCOUNTERED.
8. REMOVE SIDEWALK, CURB AND GUTTER, AND OTHER CONCRETE SECTIONS BY SAWCUTTING THE
NEAREST CONTROL JOINT AWAY FROM THE AREA DESIGNATED TO BE REMOVED ON THE DEMOLITION
PLAN.
9. SAWCUT PAVEMENT IN ALL LOCATIONS WHERE ABUTTING SIDEWALK OR NEW PAVEMENT IS EXISTING.
10. NOTIFY AND COORDINATE ANY REQUIRED RELOCATION AND/OR REMOVAL OF EXISTING UNDERGROUND
UTILITIES, POLES, METERS, OR OTHER ABOVE GROUND APPURTENANCES WITH THE APPROPRIATE
UTILITY PROVIDER (I.E. POWER, TELEPHONE, CABLE, AND NATURAL GAS/PROPANE) PRIOR TO THE START
OF SELECTIVE DEMOLITION WORK.
11. ARRANGE SELECTIVE DEMOLITION SCHEDULE SO AS NOT TO INTERVENE WITH OWNER'S USE OF THE
PROPERTY.
12. SHOULD UNCHARTED OR INCORRECTLY CHARTED EXISTING UTILITIES BE IDENTIFIED, CONTACT THE
ENGINEER IMMEDIATELY FOR INSTRUCTIONS. PROVIDE A SCALED DRAWING OF THE UNCHARTED OR
INCORRECTLY CHARTED UTILITY FOR USE BY THE ENGINEER IN PREPARING ADDITIONAL DIRECTIONS.
13. CONTRACTOR SHALL MAINTAIN A CLEAN WORK SITE, FREE OF DEBRIS, TRASH, OR OTHER
CONSTRUCTION MATERIALS. AREAS SUBJECT TO SITE CONSTRUCTION ADJACENT TO THE PUBLIC RIGHT
OF WAY AND PEDESTRIAN SIDEWALKS SHALL BE LEFT "BROOM CLEAN" AT THE END OF EACH WORK DAY.
14. REMOVE ALL ITEMS SHOWN ON EXISTING CONDITIONS PLAN AS NEEDED FOR THE INSTALLATION OF NEW
WORK AND/OR INFRASTRUCTURE.
15. NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL THE TREE PROTECTION AND SILT FENCING HAS BEEN
INSTALLED AND APPROVED.
DEMOLITION SEQUENCE:
1. INSTALL TREE PROTECTION FENCING AS SHOWN TO PROTECT TREES THAT
WILL REMAIN IN PLACE.
2. INSTALL THE NECESSARY EROSION AND SEDIMENT CONTROL MEASURES AS
SHOWN ON THE APPROVED EROSION AND SEDIMENT CONTROL PLAN.
3. REMOVE AND/OR DEMOLISH EXISTING STRUCTURES, OVERHEAD POWER
AND OTHER UTILITIES AS SHOWN ON THE PLAN. COORDINATE WITH DUKE
ENERGY/PROGRESS AND OTHER APPLICABLE UTILITIES PRIOR TO REMOVAL.
4. REMOVE EXISTING TREES THAT ARE APPROVED FOR REMOVAL.
5. REMOVE GRAVEL AND OTHER EXISTING FEATURES AS SHOWN.
6. REMOVE EXISTING ROOT MAT, TOPSOIL, AND OTHER ORGANIC MATERIALS
FROM THE CONSTRUCTION AREA AS REQUIRED.
7. REMOVE ANY ADDITIONAL EXISTING FEATURES AS SHOWN ON THIS PLAN.
EXISTING UTILITY SERVICE NOTE:
ALL EXISTING UNUSED UTILITY SERVICE LINES
SHALL BE ABANDONDED AT THE TAP (MAIN) AND
REMOVED FROM THE RIGHT-OF-WAY OR
EASEMENT PER HARNETT COUNTY STANDARDS.
CONTRACTOR SHALL FIELD LOCATE ANY
EXISTING UNUSED UTILITY SERVICE LOCATED
WITHIN THE PROJECT LIMITS AND REMOVE OR
ABANDON AS REQUIRED.PATTERSON RD.
(SR 1269)60' PUBL
IC
R
/W
C
12
"M
A
G
.
N 47°44'25"E1819.27'S05°14'14"E429.00'S05°14'14"E832.00'S04°36'35"E264.78'S06°15'28"E135.50'S47°43'48"W 1245.16'L2C1L3N62°
3
3
'
1
3
"
E
312.4
1
'N41°16'57"W 681.85'S58°53
'
2
6
"
E
252.69'L4C2L5L1
N47°16'48"E
203.47'
EX
.
8
'
C
A
T
T
L
E
F
E
N
C
E
EX
.
8
'
C
A
T
T
L
E
F
E
N
C
E
X
X
X
WM
RPZ
X
X
X
X
CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXXN
SCALE IN FEET
HORIZONTAL
0 120'240'60'120'
SCALE: 1 IN = 120 FT
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTOVERALL SITE MAP & SHEET INDEXC-02PATTERSON RD. (SR #1269)60' PUBLIC R/WALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A
BOUNDARY SURVEY OF THE PROPERTY BY MELVIN A. GRAHAM, PLS AND A SUPPLEMENTAL TOPOGRAPHIC AND
EXISTING CONDITIONS SURVEY BY TAYLOR LAND CONSULTANTS, PLLC. THE DATA SHOWN ON THIS DRAWING
IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS
DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, HARNETT COUNTY GIS DATA,
AND OTHER DATA SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING
ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720060000J DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY TAYLOR LAND CONSULTANTS, PLLC FOR HORIZONTAL
AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND HARNETT COUNTY AS NECESSARY.
11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE HARNETT COUNTY UDO SIGN ORDINANCE.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
14. WETLANDS EXIST ON THE PARENT PARCEL BUT ARE NOT LOCATED WITHIN THE PROJECT AREA. A
WETLAND DELINEATION WAS PERFORMED BY HAL OWEN AND ASSOCIATED ON 23 AUGUST, 2021.
SITE LAYOUT LEGEND
C-03 C-04
C-05 C-06
EXISTING WILDLIFE PARK
(BY OTHERS)
APPROXIMATE WETLAND LOCATION
(SCALED FROM DELINEATION
SKETCH-REFER TO NOTE)
WETLAND NOTE:
WETLAND AREAS PROVIDED BY SCALED DRAWING FROM HAL OWEN AND ASSOCIATES AND SHOULD BE
CONSIDERED APPROXIMATE IN NATURE. A SURVEY OF THE WETLAND FLAGS HAS NOT BEEN PERFORMED FOR
THIS AREA. SHOULD FUTURE DEVELOPMENT OCCUR IN THE VICINITY OF THE EXISTING WETLAND, THE OWNER
SHOULD ENGAGE A PROFESSIONAL LAND SURVEYOR TO LOCATE THE WETLAND TO AVOID IMPACTS. THE
WETLAND IS SHOWN HEREON FOR REFERENCE ONLY.
N/F VERNON C. & GWENDOLYN S. COX
PIN #: 0601-56-6109.000
PID: 130601-0049
DB: 653 PG 900
USE: VACANT
ZONING: RA-30
N/F GRAHAM F. & SYLVIA HOLDER
PIN #: 0601-66-4586.000
PID: 130601-0059
DB: 770 PG 0468
USE: AGRICULTURAL
ZONING: RA-30
N/F HARLOD L & TERESA B. MOORE
PIN #: 0601-67-4481.000
PID: 130601-0085
DB: 1916 PG 0981
USE: VACANT
ZONING: RA-30
N/F EDWARD B. & SANDRA R.
PATTERSON
PIN #: 0601-68-9360.000
PID: 130601-0064
DB: 905 PG 0673
USE: VACANT/RESIDENTIAL
ZONING: RA-30
N/FJERRY & SYLVIA CUMMINGS
PIN #: 0601-69-4108.000
PID: 130601-0073
DB: 546 PG 0212
USE: VACANT
ZONING: RA-30
N/F KURT SMITH
PIN #: 0601-58-0767.000
PID: 130601-0029 06
DB: 3746 PG 0578
USE: VACANT
ZONING: RA-30
N/F CWCP HOLDINGS
PIN #: 0601-47-2501.000
PID: 130601-0028
DB: 4043 PG 0213
Um SE: VACANT
ZONING: RA-30
N/F KEITH & AGNES HOLM
PIN #: 0601-47-5143.000
PID: 130601-0027 02
DB: 3653 PG 0897
USE: VACANT
ZONING: RA-30
N/FJAMES & LISA KEPHART
PIN #: 0601-46-7858.000
PID: 130601-0027 01
DB: 33332 PG 0714
USE: RESIDENTIAL
ZONING: RA-30
N/F MARY POLLARD & LUKE
PATTERSON
PIN #: 0601-36-7474.000
PID: 130601-0043
DB: 286 PG 0055
USE: VACANT/AGRICULTURAL
ZONING: RA-30
ANIMAL WASTE NOTE:
ALL ANIMAL WASTE, EXCLUDING HOOF STOCK, IS PUT INTO AN ON-SITE DUMPSTER. HOOF STOCK WASTE IS
COMPOSTED. SMALL PENS ARE LINED WITH PINE SHAVINGS AND CHANGED AS NEEDED. BEFORE CLEAN PINE
SHAVINGS ARE LINED, THE USED SHAVINGS ARE TO BE REMOVED AND FLOOR MOPPED WITH 1:8 PARTS
BLEACH AND AIR-DRIED.
QUARANTINE
BARN
BATHROOM
1
2 3
4
5
6
7
8
9
1 SMALL BIRD ENCLOSURE
2 PARAKEET WALK
3 GIRAFFE BARN
4 MISC. BARN
5 LIVESTOCK BARN
6 UTILITY BUILDING
7 KIDS BARN
8 WALLABY ENCLOSURE
9 TORTISE ENCLOSURE
10
10 REPTILE ENCLOSURE
11 MISC. ANIMAL ENCLOSURE
11
12 BIRD BARN
12
13
13 PRARIE DOG ENCLOSURE
14
14 PORCUPINE ENCLOSURE
15
15 ARTIC FOX ENCLOSURE
16
16 EMU ENCLOSURE
11
5
5
17
17 MONKEY ENCLOSURE
18
18 KANGAROO ENCLOSURE
17
17
17
20
19
19 SLOTH ENCLOSURE
20 LEMUR ENCLOSURE
21
21
21
21
21 MEDIUM CAT ENCLOSURE
ENCLOSURE/BUILDING NOTES
EXISTING FIRE
HYDRANT
400' HYDRANT RADIUS
400' HYDRANT
RADIUS
C
12"
MAG.
S47°43'48"W 1245.16'L2C1
L
3
N62°3
3'
1
3
"
E
312.4
1'
N
4
1
°
1
6
'
5
7
"
W
68
1
.
8
5
'
15' TYPE B
BUFFER
15' TYPE 'B' BUFFER
(NATURAL)
15' TYPE 'B'
BUFFER
15' TYPE 'B' BUFFER
(NATURAL)
35' FRONT
SETBACK
10' SIDE YARD
SETBACK
10' SIDE YARD SETBACK
10' SIDE YARD
SETBACK
25'
12.50'
24'
18'
(TYP.)
9' TYP.
90°
90°
100.40°
90°
90°
90°
24'
R30'
R30'
R15'
6' CONC.
SIDEWALK
8'
8'
8'
5'
8'
R5'R5'R10'
R
1
2
5
'
R5'
R5'
R10'
R20'
R5'
R5'
R5'
R5'
R5'
R20'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R5'
R2.5'R5'
18'
24'
124.34°
135.26°
24'
8' CONC.
S/W
6' CONC.
SIDEWALK
8' CONC.
S/W
14
6
4
7
6
5
5
5
4
3
5
8
R125'
8' CONC.
SIDEWALK
12'
(2) 8 CY DUMPSTERS
IN WOODEN ENCLOSURE
W/ TWIN SWINGING GATES
(REFER TO DETAIL)
CONC. WHEEL
STOPS (TYP.)
R5'
R5'
R5'
X
X
X
R5'
20'
20' CONC.
DRIVEWAY (VEHICLE
ACCESS)
20' GATE W/
TWIN 10' LEAF, LOCK, & KNOX BOX
(FOR EMERGENCY ACCESS)
R2.5'
HD CONCRETE
PAVEMENT
MEDIUM DUTY
ASPHALT
PAVEMENT
HEAVY DUTY
ASPHALT PAVEMENT
6'
WM RPZ
EX. 6" PVC WATER
MAIN (APPROX.
LOCATION)R10'
1
2
3
4
5
6
7 XXX
X
8
R25'
R5'
CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXX
PAVEMENT LEGEND
MEDIUM DUTY ASPHALT PAVEMENT-PARKING LOT
HEAVY DUTY ASPHALT PAVEMENT-PARKING LOT
CONCRETE SIDEWALK
HEAVY DUTY CONCRETE PAVEMENT
1" MILL & OVERLAY- EXISTING ASPHALT PAVEMENT
CABC GRAVEL PAVEMENT
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER
CLEANOUT
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
BACKFLOW PREVENTERRPZ
CATCH BASIN
WM
1 1" SERVICE SADDLE WITH CORPORATION STOP (HRW W13)
2 1" WATER METER IN BELOW GRADE VAULT (HRW W16)
3 1" RPZ IN ABOVE GROUND INSULATED ENCLOSURE
4 1" PE WATER SERVICE TUBING-MIN. COVER 36"
5 COORDINATE WATER SERVICE TIE IN TO EX. BUILDING WITH
PLUMBING CONTRACTOR
6 6"x6" TAPPING SLEEVE & VALVE (HRW W5)
7 FIRE HYDRANT ASSEMBLY (HRW W6)
UTILITY KEY NOTES
8 6" PVC WATER MAIN (FIRE HYDRANT STUB)
N
30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTSITE LAYOUT & UTILITY PLANSITE LAYOUT LEGEND
C-03PATTERSON RD.
(SR 1269)60' PUBL
IC
R
/W
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A
BOUNDARY SURVEY OF THE PROPERTY BY MELVIN A. GRAHAM, PLS AND A SUPPLEMENTAL TOPOGRAPHIC AND
EXISTING CONDITIONS SURVEY BY TAYLOR LAND CONSULTANTS, PLLC. THE DATA SHOWN ON THIS DRAWING
IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS
DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, HARNETT COUNTY GIS DATA,
AND OTHER DATA SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING
ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720060000J DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY TAYLOR LAND CONSULTANTS, PLLC FOR HORIZONTAL
AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND HARNETT COUNTY AS NECESSARY.
11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE HARNETT COUNTY UDO SIGN ORDINANCE.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
14. WETLANDS EXIST ON THE PARENT PARCEL BUT ARE NOT LOCATED WITHIN THE PROJECT AREA. A
WETLAND DELINEATION WAS PERFORMED BY HAL OWEN AND ASSOCIATED ON 23 AUGUST, 2021.
15. ALL MECHANICAL AREAS LOCATED ON, BESIDE, OR ADJACENT TO ANY BUILDING OR DEVELOPMENTS
SHALL BE SCREENED FROM THE VIEWS OF STREETS AND ADJACENT PROPERTIES.
PROPERTY BOUNDARY NOTE:
THE PROPERTY BOUNDARY SHOWN ON THESE PLANS IS COMPILED FROM INFORMATION PROVIDED BY
THE OWNER FROM THE FOLLOWING SOURCES:
1. BOUNDARY SURVEY PREPARED BY MELVIN A. GRAHAM, PLS, DATED DECEMBER 18, 2018.
2. PARTIAL BOUNDARY SURVEY OF THE PROPERTY PERFORMED BY TAYLOR LAND CONSULTANTS,
DATED JULY 13, 2021.
THE ENGINEER NOTES A BOUNDARY DISCREPANCY BETWEEN THE SURVEYED PARTIAL BOUNDARY
PROVIDED BY TAYLOR LAND CONSULTANTS AND THE BOUNDARY SURVEY FROM MELVIN A. GRAHAM,
PLS.
A FULL BOUNDARY SURVEY OF THE PROPERTY WAS NOT COMPLETED BY SHIPMAN ENGINEERING, PLLC
AS PART OF THE PROJECT. THE BOUNDARY SHOWN IN THESE DRAWINGS SHOULD BE CONSIDERED
APPROXIMATE IN NATURE AND IS NOT FOR RECORDING, CONVEYANCE, OR OTHER USES.
SITE DATA TABLE
PROJECT NAME:
PHYSICAL ADDRESS:
JURISDICTION:
EXISTING ZONING DISTRICT:
EXISTING LAND USE:
PIN NUMBER:
PID NUMBERS:
TOTAL PROPERTY AREA:
OVERLAY DISTRICTS:
RIVER BASIN:
CAROLINA WILDLIFE CONSERVATION
PARK PARKING LOT IMPROVEMENTS
1096 PATTERSON ROAD
HARNETT COUNTY
RA-30
CONSERVATION PARK-ZOO
0601-57-2443.000
130601-0027
WATERSHED WS-IV-P
CAPE FEAR
GROSS (WITHOUT R/W DEDICATION):45.85 AC. (PER HC GIS)
RIGHT-OF-WAY DEDICATED:0.00 AC.
GROSS AREA:45.85 AC.
PROPOSED LAND USE:CONSERVATION PARK-ZOO
TOTAL LAND AREA DISTURBED:
IMPERVIOUS AREA EXISTING:
SETBACKS & BLDG. HEIGHT
ROADWAY SETBACK:
SIDE SETBACK:
MAXIMUM ALLOWABLE BLDG HEIGHT:
MINIMUM ALLOWABLE BLDG HEIGHT:
PROPOSED BUILDING HEIGHT:
IMPERVIOUS AREA PROPOSED:
143,551 SF (3.29 AC.)
180,522 SF (4.14 AC.)
NEW IMPERVIOUS AREA:36,971 SF (0.85 AC. )
35' FEET
10'
35 FEET
N/A
N/A
64,904 SF (1.49 AC.)
REAR SETBACK:25'
EXISTING WILDLIFE PARK
(DESIGN BY OTHERS)
IMPERVIOUS PERCENTAGE:9.03%
IMPORTANT NOTE:
THIS DEVELOPMENT IS WITHIN ONE MILE OF A
VOLUNTARY AGRICULTURAL DISTRICT.
SIGNAGE NOTE:
ALL MONUMENT OR GROUND SIGNAGE SHALL BE SETBACK AT LEAST 10 FEET FROM THE
NCDOT RIGHT-OF-WAY BOUNDARY. MONUMENT SIGNAGE HAS NOT BEEN INDICATED ON
THIS PLAN AND WILL BE SUBMITTED UNDER A SEPERATE SITE PLAN SUBMITTAL, IF
APPLICABLE.
ALL SIGNAGE SHALL COMPLY WITH THE HARNETT COUNTY SIGN ORDINANCE.
HOURS OF OPERATION:
MONDAY CLOSED
TUESDAY CLOSED
WEDNESDAY 10 AM- 5 PM
THURSDAY 10 AM- 5 PM
FRIDAY 10 AM- 5 PM
SATURDAY 10 AM- 5 PM
SUNDAY 10 AM- 5 PM
ANTICIPATED WATER USAGE:
PER NCAC 2T RULES:
PROPOSED USE: PARK WITH BATHROOMS: 250 GPD/ PLUMBING
FIXTURE
DESIGN LOAD: 6 PLUMBING FIXTURES @ 250 GPD = 1500 GPD
IMPORTANT NOTE:
NOTE: WATER SERVICE AND HYDRANT SHALL BE INSTALLED BY
A LICENSED UTILITY CONTRACTOR.
IMPORTANT NOTE:
DEVELOPER SHALL ENSURE 20' UNOBSTRUCTED ALL WEATHER
ROAD SURFACE TO EACH ENCLOSED BUILDING WITHIN THE
PROJECT LIMITS.
C
12"MAG.
N47°16'48"E203.47'S58°53
'
2
6
"
E
252.6
9'
L
4
C
2
L5
L1
S47°43'48"W 1245.16'L2C1
L
3
N62°33'
1
3
"
E
312.41
'
N
4
1
°
1
6
'
5
7
"
W
68
1
.
8
5
'
EX. 8' CATTLE FENCE
EX. 8' CATTLE FENCE
1
POND
GRAVEL 1
2
3
3
3
3
3
3 3
3 3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3
1
4
4
4
4
4
4
4
4
4
4
4
8'
PASTURE
FENCE
4
8' PASTURE
FENCE
8' PASTURE
FENCE
8' PASTURE FENCE
8' PASTURE
FENCE
8' PASTURE
FENCE
8' PASTURE
FENCE
8' PASTURE
FENCE
8' PASTURE
FENCE
8' PASTURE
FENCE
8' PASTURE
FENCE
WIRE FENCE
4
4' WOOD
FENCE
8' PASTURE
FENCE
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
DIRT
PATH
4' WOOD
FENCE
POND
8' PASTURE
FENCE
DIRT PATH
DIRT PATH
5' GIRAFFE
FENCE
XX
X
WM RPZ
X
XX X
CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXX
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
FIRE HYDRANT ASSEMBLY
GATE VALVE
TEE
THRUST (REACTION) BLOCKING
BLOW OFF VALVE
WATER METER
CLEANOUT
SANITARY MANHOLE
FLARED END SECTION
RISER STRUCTURE
YARD INLET
BACKFLOW PREVENTERRPZ
CATCH BASIN
WM
1 SHELTER
2 GATED ENTRANCE
3 ANIMAL SHELTER
4 ANIMAL PEN FENCING
SITE KEY NOTES
N
30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTEXISTING WILDLIFE PARK SITE MAPSITE LAYOUT LEGEND
C-04PATTERSON RD.
(SR 1269)60' PUBL
IC
R
/W
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A
BOUNDARY SURVEY OF THE PROPERTY BY MELVIN A. GRAHAM, PLS AND A SUPPLEMENTAL TOPOGRAPHIC AND
EXISTING CONDITIONS SURVEY BY TAYLOR LAND CONSULTANTS, PLLC. THE DATA SHOWN ON THIS DRAWING
IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS
DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, HARNETT COUNTY GIS DATA,
AND OTHER DATA SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING
ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720060000J DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY TAYLOR LAND CONSULTANTS, PLLC FOR HORIZONTAL
AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND HARNETT COUNTY AS NECESSARY.
11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE HARNETT COUNTY UDO SIGN ORDINANCE.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
14. WETLANDS EXIST ON THE PARENT PARCEL BUT ARE NOT LOCATED WITHIN THE PROJECT AREA. A
WETLAND DELINEATION WAS PERFORMED BY HAL OWEN AND ASSOCIATED ON 23 AUGUST, 2021.
15. ALL MECHANICAL AREAS LOCATED ON, BESIDE, OR ADJACENT TO ANY BUILDING OR DEVELOPMENTS
SHALL BE SCREENED FROM THE VIEWS OF STREETS AND ADJACENT PROPERTIES.
PROPERTY BOUNDARY NOTE:
THE PROPERTY BOUNDARY SHOWN ON THESE PLANS IS COMPILED FROM INFORMATION PROVIDED BY
THE OWNER FROM THE FOLLOWING SOURCES:
1. BOUNDARY SURVEY PREPARED BY MELVIN A. GRAHAM, PLS, DATED DECEMBER 18, 2018.
2. PARTIAL BOUNDARY SURVEY OF THE PROPERTY PERFORMED BY TAYLOR LAND CONSULTANTS,
DATED JULY 13, 2021.
THE ENGINEER NOTES A BOUNDARY DISCREPANCY BETWEEN THE SURVEYED PARTIAL BOUNDARY
PROVIDED BY TAYLOR LAND CONSULTANTS AND THE BOUNDARY SURVEY FROM MELVIN A. GRAHAM,
PLS.
A FULL BOUNDARY SURVEY OF THE PROPERTY WAS NOT COMPLETED BY SHIPMAN ENGINEERING, PLLC
AS PART OF THE PROJECT. THE BOUNDARY SHOWN IN THESE DRAWINGS SHOULD BE CONSIDERED
APPROXIMATE IN NATURE AND IS NOT FOR RECORDING, CONVEYANCE, OR OTHER USES.EXISTING WILDLIFE PARK
(DESIGN BY OTHERS)
N/F MARY POLLARD & LUKE
PATTERSON
PIN #: 0601-36-7474.000
PID: 130601-0043
DB: 286 PG 0055
USE: VACANT/AGRICULTURAL
ZONING: RA-30
N/FJAMES & LISA KEPHART
PIN #: 0601-46-7858.000
PID: 130601-0027 01
DB: 33332 PG 0714
USE: RESIDENTIAL
ZONING: RA-30
N/F KEITH & AGNES HOLM
PIN #: 0601-47-5143.000
PID: 130601-0027 02
DB: 3653 PG 0897
USE: VACANT
ZONING: RA-30
N/F CWCP HOLDINGS
PIN #: 0601-47-2501.000
PID: 130601-0028
DB: 4043 PG 0213
USE: VACANT
ZONING: RA-30
N/F KURT SMITH
PIN #: 0601-58-0767.000
PID: 130601-0029 06
DB: 3746 PG 0578
USE: VACANT
ZONING: RA-30
N/F EDWARD B. & SANDRA R.
PATTERSON
PIN #: 0601-68-9360.000
PID: 130601-0064
DB: 905 PG 0673
USE: VACANT/RESIDENTIAL
ZONING: RA-30
N/F HARLOD L & TERESA B. MOORE
PIN #: 0601-67-4481.000
PID: 130601-0085
DB: 1916 PG 0981
USE: VACANT
ZONING: RA-30
N/F GRAHAM F. & SYLVIA HOLDER
PIN #: 0601-66-4586.000
PID: 130601-0059
DB: 770 PG 0468
USE: AGRICULTURAL
ZONING: RA-30
N/F VERNON C. & GWENDOLYN S. COX
PIN #: 0601-56-6109.000
PID: 130601-0049
DB: 653 PG 900
USE: VACANT
ZONING: RA-30
NOTE: EXISTING PARK FEATURES SHOWN HERE FOR REFERENCE
ONLY AND HAVE BEEN DESIGNED BY OTHERS. EXISTING FEATURE
LOCATIONS PROVIDED BY FIELD SURVEY BY TAYLOR LAND
CONSULTANTS.
PARKING LOT AREA
(REFER TO SITE PLANS BY
SHIPMAN ENGINEERING)
C
P
380
385390395
400
403403 405404403
402
401
400
399
398
397
396
395
394
390
387388389390391392393394395396397398399
40040140240340240140039912"
MAG.S47°43'48"W 1245.16'L2C1
L
3
N62°3
3'
1
3
"
E
312.4
1'
N
4
1
°
1
6
'
5
7
"
W
68
1
.
8
5
'
X
X
X
WM RPZ XXX
X
FG 403.35
FG 402.92
FG 403.95
FG 402.80
MATCH EX.
FG 401.00
MATCH EX.
FG 403.20
MATCH EX.
FG 399.65
FG 402.65
1.00%
FG 401.59
FG 400.65
FG 399.95
FG 399.42
FG 401.10
FG 403.74
FG 402.89
FG 404.19
FG 403.72
FG 402.39
FG 403.15
FG 399.94
FG 399.62
FG 401.05
HW#100
HW#101
HW#102
HW#103
403
404404
403 403403402402401401400400401402403403
402
4
0
1
40
0
3
9
9400399394395396
397 398 399 400
4
0
1
4
0
0
3
9
9
4
0
2
40
3
40
2
4
0
1
403402404404404
398 399
39
7
39939840040
2
403402FG 400.17
FG 400.95
FG 401.09
FG 402.15
FG 402.50
FG 401.47
FG 400.70
FG 401.70
FG 400.94
FG 401.80
FG 401.72
FG 401.41
FG 401.14
FG 402.11
FG 402.37
FG 402.96
FG 401.60
FG 401.40
FG 403.82
FG 403.25
FG 402.49
FG 401.00
FG 401.80
FG 401.83
FG 400.73
FG 402.45
FG 402.15
FG 400.21
FG 400.64
FG 400.40
FG 400.45
12" RCP
29 LF @ 1.2%
12" RCP
53 LF @ 2.8%
HIGH PT.
LOW PT.
PRECAST CONC.
HEADWALL (NCDOT
838.80)
PRECAST CONC.
HW (NCDOT 838.80)
TYP.
MAXIMUM ALLOWABLE
SLOPE IN ACCESSIBLE SPACES
IS 2.00% (REFER TO NOTE)
RIP RAP ENERGY
DISSIPATOR
8'Lx10'Wx12"T
NCDOT CLASS B STONE
d50= 6"
RIP RAP ENERGY
DISSIPATOR
8'Lx10'Wx12"T
NCDOT CLASS B STONE
d50= 6"400398396394392390392
390388386384382380378376374
372
366
368
370372374376378380382384386388
402404400398396394392390388386384382380378376374372372374376378380382384386388390392394396
398
400402
404
402400398396394392390388386384382380378376374372CBU
ROADWAY CENTER LINE
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
STANDARD CURB & GUTTER
WCR WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
EASEMENT
RETAINING WALL
ORNAMENTAL FENCE
OPEN SPACE AREA
FENCEXX
SPOT ELEVATION
MAJOR CONTOUR
MINOR CONTOUR
400400400
FLOW DIRECTION4.0%
LIMITS OF DISTURBANCE
FG 387.46
402
RIP-RAP OUTLET PROTECTION
STORM DRAINAGE TABLE
INLET#
100
101
102
103
TYPE
HW
HW
HW
HW
RIM ELEV
(EOP)
398.17
399.67
399.87
400.23
INV IN
(FROM-SIZE)
396.50
(101-12")
398.20
(103-12")
INV OUT
(TO-SIZE)
398.00
(100-12")
398.57
(102-12")
N
30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENT GRADING & DRAINAGE PLANSITE LAYOUT & GRADING LEGEND
C-05PATTERSON RD.
(SR 1269)60' PUBL
IC
R
/W
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A
BOUNDARY SURVEY OF THE PROPERTY BY MELVIN A. GRAHAM, PLS AND A SUPPLEMENTAL TOPOGRAPHIC AND
EXISTING CONDITIONS SURVEY BY TAYLOR LAND CONSULTANTS, PLLC. THE DATA SHOWN ON THIS DRAWING
IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS
DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, HARNETT COUNTY GIS DATA,
AND OTHER DATA SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING
ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720060000J DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY TAYLOR LAND CONSULTANTS, PLLC FOR HORIZONTAL
AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND HARNETT COUNTY AS NECESSARY.
11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE HARNETT COUNTY UDO SIGN ORDINANCE.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT).
14. WETLANDS EXIST ON THE PARENT PARCEL BUT ARE NOT LOCATED WITHIN THE PROJECT AREA. A
WETLAND DELINEATION WAS PERFORMED BY HAL OWEN AND ASSOCIATED ON 23 AUGUST, 2021.
1. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE NORTH CAROLINA BUILDING CODE (NCBC), BE AT
THE SAME ELEVATION AS THE FFE, AND SHALL HAVE A MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE
DIAGONAL
2. THE SLOPES IN THE H.C. PARKING SPACE/ACCESS AISLE AREA SHALL NOT EXCEED 2% IN ANY DIRECTION
INCLUDING IN THE DIAGONAL.
3. THERE SHALL BE LEVEL TURNING AREAS (MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL)
ON ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK CONNECTS WITH IT.
4. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE
LABELED AS A RAMP WITH RAILS, WHICH EXCEED A 5% SLOPE IN THE DIRECTION OF TRAVEL AND A 2% CROSS
SLOPE.
5. ALL PEDESTRIAN ROUTES >5% (1:20), IF ANY, ARE LABELED AS 'RAMPS' SHOWING SLOPES, LEVEL LANDINGS
AT TOP AND BOTTOM (MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL),
RAILINGS/GUARDRAILS, AND SHALL COMPLY WITH NCBC.
6. ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS (MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN
THE DIAGONAL) AT THE TOP AND BOTTOM AND SHALL COMPLY WITH THE NCBC
7. ALL RETAINING WALLS >4' REQUIRE A BUILDING PERMIT FROM BUILDING INSPECTIONS
8. STAIRS/STEPS WITH LESS THAN A 12” ELEVATION CHANGE SHALL COMPLY WITH NCBC 1003.5.
IMPORTANT GRADING NOTES:
IMPORTANT NOTE:
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE IN ALL PAVED AND GRADED AREAS. NOTIFY
DESIGN ENGINEER IMMEDIATELY IF DISCREPANCIES ARE NOTED IN THE FIELD.
C
P
380
385390395
400
403403 405404403
402
401
400
399
398
397
396
395
394
390
387388389390391392393394395396397398399
40040140240340240140039912"
MAG.
S47°43'48"W 1245.16'L2C1
L
3
N62°3
3'
1
3
"
E
312.4
1'
N
4
1
°
1
6
'
5
7
"
W
68
1
.
8
5
'400398396394392390392
390388386384382380378376374
372
366
368
370372374376378380382384386388
4024044003983963943923903883863843823803783763743723
7
2
374376378380382384386388390392394396
398
400402
404
402400398396394392390388386384382380378376374372LODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LODLODLOD
LOD
LODLOD
LOD
LODLOD
LOD
LODLOD
LOD
LODLODLOD
LODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODOOOOOOOOO LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
GRAVEL CONSTRUCTION
ENTRANCE (REFER TO DETAIL)
12" HDPE TEMP.
DRIVEWAY CULVERT
INSTALL AT 1.00% GRADE
MIN.
20'50'
DIVERSION BERM 1
(ECX-1 TEMP. LINER)
STRAW WATTLE
(TYP.)
DRAINAGE AREA
BOUNDARY
MAINTAIN MINIMUM
SLOPE OF 0.50% (OPPOSE
EX. GRADE AS NEEDED)
DIVERSION BERM 2
(ECX-1 TEMP. LINER)
STRAW
WATTLE (TYP.)
6'x5'Wx12"T
RIP RAP DISSIPATOR PAD
AT SKIMMER DISCHARGE
(NCDOT CLASS A)
SILT FENCE
(TYP.)
SILT FENCE
(TYP.)
10'
10' EMERGENCY
SPILLWAY W/ UV RESISTANT
TARP LINER
BOTTOM EL.: 394.00
20 LF 4" PVC
SKIMMER OUTLET PIPE
2.5" SKIMMER W/
0.75" ORIFICE
INV. EL.= 392.00
SKIMMER TRAP 1
TOP: 395.00
BOTTOM: 392.00
DEPTH: 3 FEET
SIDE SLOPES: 2:1 (H:V)
DAM HEIGHT: 3'
DEWATERING TIME: 3.92 DAYS
SEDIMENT TRAP 4:
DISTURBED AREA: 1.29 AC.
DRAINAGE AREA: 1.29 AC.
TOTAL DISTURBED
AREA: 1.49 AC.
COIR MESH SEDIMENT
BAFFLES (TYP. OF 3)
25.96'
69.63'397396395394
393
392
395394393392
MAINTAIN A MINIMUM SLOPE
OF 0.50% (OPPOSE EX. GRADE
AS NEEDED)
SILT FENCE OUTLET
(TYP.)
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
COIR MESH SEDIMENT BAFFLES
OUTLET PROTECTION
TS M
PS
DIVERSION DITCH
STRAW WATTLE
INLET PROTECTION
DISTURBANCE LIMITS
DRAINAGE AREA LIMITS
TREE PROTECTION FENCE
SKIMMER DEVICE W/ OUTLET PIPE
RIP RAP FILTER DAM
DITCH LINER-ECSC-3 COCONUT TURF
REINFORCEMENT MAT
DITCH LINER-ECP-2 POLY TURF
REINFORCEMENT MAT
SLOPE MATTING-ECSC-3 COCONUT TURF
REINFORCEMENT MAT
SKIMMER SEDIMENT BASIN
BOTTOM AREA
N
30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTEROSION & SEDIMENT CONTROL PLANINITIAL PHASEEROSION CONTROL LEGEND
C-06PATTERSON RD.
(SR 1269)60' PUBL
IC
R
/W
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A
BOUNDARY SURVEY OF THE PROPERTY BY MELVIN A. GRAHAM, PLS AND A SUPPLEMENTAL TOPOGRAPHIC AND
EXISTING CONDITIONS SURVEY BY TAYLOR LAND CONSULTANTS, PLLC. THE DATA SHOWN ON THIS DRAWING
IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS
DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, HARNETT COUNTY GIS DATA,
AND OTHER DATA SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING
ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720060000J DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY TAYLOR LAND CONSULTANTS, PLLC FOR HORIZONTAL
AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND HARNETT COUNTY AS NECESSARY.
11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
12. WETLANDS EXIST ON THE PARENT PARCEL BUT ARE NOT LOCATED WITHIN THE PROJECT AREA. A
WETLAND DELINEATION WAS PERFORMED BY HAL OWEN AND ASSOCIATED ON 23 AUGUST, 2021.
13. BEFORE EXCAVATION OR LAND DISTURBANCE ACTIVITY, THE CONTRACTOR SHALL CALL THE NC ONE-CALL
CENTER AT 1-800-632-4949. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND
ARE APPROXIMATE IN LOCATION. IT IS THE CONTRACTOR RESPONSIBILITY TO VERIFY THESE AND OTHER
UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL) OR INDIVIDUAL
UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
14. RIPARIAN BUFFERS, WETLANDS, AND OTHER ENVIRONMENTALLY SENSITIVE AREAS SHALL NOT BE
CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE US ARMY CORPS
OF ENGINEERS AND NCDEQ DWQ.
15. TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED
PERIMETER BUFFER AREAS AS WELL AS TREE CONSERVATION AREAS.
16. CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED.
17. NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A GRADING PERMIT HAS BEEN ISSUED BY
HARNETT COUNTY AND/OR NCDEQ DIVISION OF LAND QUALITY.
19. ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH STONE MATERIAL (MIRAFI
140N OR APPROVED EQUAL).
GROUND COVER STABILIZATION SCHEDULE:
1. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
2. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE
WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING.
3. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND
COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF 7 DAYS.
4. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE
SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN
WITHIN 14 CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND
DISTURBING ACTIVITY.
5. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR
PRIOR TO FINAL INSPECTION.
7 daysPerimeter dikes, swales, ditches and slopes
SITE AREA DESCRIPTION STABILIZATION
NPDES STABILIZATION TABLE
TIMEFRAME EXCEPTIONS
7 days
14 days
NoneHigh Quality Water (HQW) Zones
Slopes steeper than 3:1 If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 7 days for slopes greater than 50' in length
7 days
All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones
None
PHASE 1 EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE
OBTAINED BEFORE LAND DISTURBING ACTIVITIES OCCUR.
2. A LAND DISTURBANCE PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY DISTURBANCE ON SITE.
THE MEETING SHALL BE BETWEEN THE SITE GRADING CONTRACTOR, ENGINEER, AND NCDEQ STAFF. THE
CONTRACTOR SHALL SCHEDULE THE MEETING TO OCCUR AT LEAST 48 HOURS PRIOR TO ANY DISTURBANCE ON
SITE.
3. INSTALL TREE PROTECTION FENCING, IF REQUIRED, IN ACCORDANCE WITH THE TREE CONSERVATION PLAN.
FENCING SHALL BE INSTALLED AROUND TREE CONSERVATION AREAS AND OTHER PROTECTED AREAS.
4. INSTALL CONSTRUCTION ENTRANCE TO THE PROPERTY. BARRICADE ANY ADDITIONAL ENTRANCES TO
PREVENT UNAUTHORIZED ENTRY.
5. INSTALL SILT FENCE AROUND THE PERIMETER OF THE SITE, AS SHOWN ON THE EROSION AND SEDIMENT
CONTROL PLAN. INSTALLATION SHALL DISTURB ONLY THOSE AREAS NECESSARY FOR COMPLETE AND PROPER
INSTALLATION OF THE FENCE.
6. BEGIN EXCAVATION OF THE SKIMMER SEDIMENT BASIN. INSTALL THE OUTLET BARREL, SKIMMER DEVICE, AND
COIR MESH BAFFLES. INSTALL THE ANTI-SEEP COLLAR, EMERGENCY SPILLWAY, AND OTHER REQUIRED
PERMANENT IMPROVEMENTS AS SHOWN ON THE PLAN. THE EMBANKMENT BERM SHALL BE INSTALLED UNDER
THE SUPERVISION OF A QUALIFIED GEOTECHNICAL ENGINEER.
7. INSTALL DIVERSION BERMS, DITCHES, CHECK DAMS, WATTLES, AND OTHER PERIMETER EROSION CONTROL
MEASURES.
8. ONCE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, SCHEDULE AN EROSION CONTROL INSPECTION
WITH THE APPROPRIATE REGULATORY STAFF IN ACCORDANCE WITH THE GRADING PERMIT. UPON APPROVAL OF
THE EROSION CONTROL MEASURES, LAND DISTURBING ACTIVITY MAY COMMENCE.
9. BEGIN DEMOLITION ACTIVITIES ON THE SITE AS OUTLINED IN THE DEMOLITION PLAN. BEGIN BY REMOVING THE
EXISTING GRAVEL AND OTHER FEATURES AS SHOWN.
10. CLEAR AND GRUB THE PROJECT AREAS, REMOVING ORGANIC MATERIALS, TOPSOIL, ROOT MAT, AND OTHER
UNSUITABLES AS NECESSARY. SIFT AND STOCKPILE TOPSOIL AND OTHER MATERIAL ON SITE.
11. BEGIN ROUGH GRADING OF THE PROJECT AREA, TAKING CARE TO ADJUST ANY EROSION CONTROL
MEASURES AS THE SITE COMES TO FINAL GRADE.
12. REFER TO PHASE 2 EROSION CONTROL PLAN FOR ADDITIONAL MEASURES AND STABILIZATION DETAILS.
C
P
380
385390395
400
403403 405404403
402
401
400
399
398
397
396
395
394
390
387388389390391392393394395396397398399
40040140240340240140039912"
MAG.
S47°43'48"W 1245.16'L2C1
L
3
N62°3
3'
1
3
"
E
312.4
1'
N
4
1
°
1
6
'
5
7
"
W
68
1
.
8
5
'
X
X
X
WM RPZ XXX
X
1.00%
403
404404
403 403403402402401401400400401402403403
402
4
0
1
40
0
3
9
9400399394395396
397 398 399 400
4
0
1
4
0
0
3
9
9
4
0
2
40
3
40
2
4
0
1
403402404404404
398 399
397
39939840040
2
403402400398396394392390392
390388386384382380378376374
372
366
368
370372374376378380382384386388
4024044003983963943923903883863843823803783763743723
7
2
374376378380382384386388390392394396
398
400402
404
402400398396394392390388386384382380378376374372LODLODLOD LODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLOD LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LO
D
LODLODLODLOD
LOD
LODLOD
LOD
LODLOD
LODLOD
LOD
LODLOD
LODLODLOD
LOD
LODLOD
LOD
LODLODLOD
LOD
LODLOD
LOD
LODLOD
LOD
LODLODLODLODLODLODLODLODOOOOOOOOO LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
GRAVEL CONSTRUCTION
ENTRANCE (REFER TO DETAIL)
TOTAL DISTURBED
AREA: 1.49 AC.
TEMP. DIVERSION BERM
(FROM PHASE 1 EC)-REFER TO SEQUENCE
FOR TIMING OF REMOVAL
TEMPORARY DIVERSION
BERM (FROM PH. 1 EC)-
REFER TO SEQUENCE FOR
TIMING OF REMOVAL
SILT FENCE
(TYP.)
SKIMMER TRAP 1
(REFER TO SEQUENCE
FOR REMOVAL PROCEDURE
& TIMING)
RIP RAP FILTER
BERM (TYP.)
RIP RAP ENERGY
DISSIPATOR-REFER
TO GRADING PLAN
RIP RAP ENERGY
DISSIPATOR-REFER
TO GRADING PLAN SILT FENCE OUTLET
(TYP.)
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
COIR MESH SEDIMENT BAFFLES
OUTLET PROTECTION
TS M
PS
DIVERSION DITCH
STRAW WATTLE
INLET PROTECTION
DISTURBANCE LIMITS
DRAINAGE AREA LIMITS
TREE PROTECTION FENCE
SKIMMER DEVICE W/ OUTLET PIPE
RIP RAP FILTER DAM
DITCH LINER-ECSC-3 COCONUT TURF
REINFORCEMENT MAT
DITCH LINER-ECP-2 POLY TURF
REINFORCEMENT MAT
SLOPE MATTING-ECSC-3 COCONUT TURF
REINFORCEMENT MAT
SKIMMER SEDIMENT BASIN
BOTTOM AREA
N
30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTEROSION & SEDIMENT CONTROL PLANFINAL PHASEEROSION CONTROL LEGEND
C-07PATTERSON RD.
(SR 1269)60' PUBL
IC
R
/W
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A
BOUNDARY SURVEY OF THE PROPERTY BY MELVIN A. GRAHAM, PLS AND A SUPPLEMENTAL TOPOGRAPHIC AND
EXISTING CONDITIONS SURVEY BY TAYLOR LAND CONSULTANTS, PLLC. THE DATA SHOWN ON THIS DRAWING
IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS
DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, HARNETT COUNTY GIS DATA,
AND OTHER DATA SOURCES AS REQUIRED.
2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING
ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS.
3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED.
4. AREAS COMPUTED BY THE COORDINATE METHOD.
5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND
RESTRICTIONS OF RECORD.
6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES.
7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM
3720060000J DATED OCTOBER 3, 2006.
8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY TAYLOR LAND CONSULTANTS, PLLC FOR HORIZONTAL
AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA.
9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.
10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE
APPROPRIATE UTILITY PROVIDER AND HARNETT COUNTY AS NECESSARY.
11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
12. WETLANDS EXIST ON THE PARENT PARCEL BUT ARE NOT LOCATED WITHIN THE PROJECT AREA. A
WETLAND DELINEATION WAS PERFORMED BY HAL OWEN AND ASSOCIATED ON 23 AUGUST, 2021.
13. BEFORE EXCAVATION OR LAND DISTURBANCE ACTIVITY, THE CONTRACTOR SHALL CALL THE NC ONE-CALL
CENTER AT 1-800-632-4949. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND
ARE APPROXIMATE IN LOCATION. IT IS THE CONTRACTOR RESPONSIBILITY TO VERIFY THESE AND OTHER
UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL) OR INDIVIDUAL
UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
14. RIPARIAN BUFFERS, WETLANDS, AND OTHER ENVIRONMENTALLY SENSITIVE AREAS SHALL NOT BE
CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE US ARMY CORPS
OF ENGINEERS AND NCDEQ DWQ.
15. TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND VEGETATED
PERIMETER BUFFER AREAS AS WELL AS TREE CONSERVATION AREAS.
16. CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED.
17. NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A GRADING PERMIT HAS BEEN ISSUED BY
HARNETT COUNTY AND/OR NCDEQ DIVISION OF LAND QUALITY.
19. ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH STONE MATERIAL (MIRAFI
140N OR APPROVED EQUAL).
GROUND COVER STABILIZATION SCHEDULE:
1. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
2. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE
WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING.
3. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND
COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF 7 DAYS.
4. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE
SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN
WITHIN 14 CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND
DISTURBING ACTIVITY.
5. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR
PRIOR TO FINAL INSPECTION.
7 daysPerimeter dikes, swales, ditches and slopes
SITE AREA DESCRIPTION STABILIZATION
NPDES STABILIZATION TABLE
TIMEFRAME EXCEPTIONS
7 days
14 days
NoneHigh Quality Water (HQW) Zones
Slopes steeper than 3:1 If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 7 days for slopes greater than 50' in length
7 days
All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones
None
PHASE 2 EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
1. CONTINUE ROUGH GRADING SITE TO BRING PROJECT AREA TO FINAL GRADE. ADJUST EROSION CONTROL
MEASURES DAILY TO FIT NEW SITE GRADES AS LAND AREA IS BROUGHT TO FINAL ELEVATION.
2. ONCE SITE HAS BEEN BROUGHT TO ROUGH GRADE, BEGIN INSTALLATION OF ANY STORM DRAINAGE PIPING,
WATER SERVICE, AND OTHER UTILITIES IN THE PROJECT SITE. INSTALL FILTER BERM INLET PROTECTION TO
PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN NETWORK AS SOON AS NEW STORM PIPES ARE
INSTALLED.
3. DIRECT ALL STORMWATER RUNOFF TO THE SKIMMER SEDIMENT TRAP AS NECESSARY FROM ALL DISTURBED
SOILS. DO NOT PERMIT SEDIMENT LADEN WATER TO ESCAPE OFFSITE WITHOUT FLOWING THROUGH THE
SEDIMENT BASIN. AS FINAL DRAINAGE PATTERNS ARE ESTABLISHED FOR THE SITE, ADJUST DIVERSION BERMS
TO DIRECT RUNOFF TO THE SKIMMER TRAP. THE UPSTREAM PORTION OF DIVERSION BERM 2 MAY BE REMOVED
AT THIS TIME TO ALLOW FOR THE INSTALLATION OF THE CONCRETE VEHICULAR ACCESS AND GATE.
4. FINE GRADE ALL PAVED AREAS AND INSTALL ROADWAY SUBGRADE, CURB AND GUTTER, AND OTHER SITE
FEATURES.
5. COMPLETE PAVING AND CONCRETE FLATWORK AREAS. INSTALL LANDSCAPING AS SHOWN ON THE
LANDSCAPING PLAN.
6. ONCE ALL UPGRADIENT AREAS ARE PERMANENTLY STABILIZED WITH VEGETATION AND SITE CONSTRUCTION
IS SUBSTANTIALLY COMPLETE, THE CONTRACTOR MAY REMOVE THE SKIMMER SEDIMENT BASINS. NOTE THAT
SEEDING DOES NOT QUALITY AS PERMANENT STABILIZATION. UPGRADIENT AREAS MUST INCLUDE AN
ADEQUATE STAND OF PERMENENT VEGETATION TO BE CONSIDERED STABILIZED.
7. DEWATER THE EXISTING SKIMMER SEDIMENT BASINS BY PUMPING SEDIMENT LADEN WATER THROUGH A SILT
BAG PRIOR TO DISCHARGE. THE PUMP FOR THE SILT BAG SHALL BE INSTALLED IN OUTLET CELL OF THE
SKIMMER SEDIMENT BASIN (I.E. THE SAME CELL AS SKIMMER DEVICE). REFER TO PHASE II EROSION CONTROL
DRAWINGS FOR BAG LOCATION, PUMP LOCATION, AND DISCHARGE PIPING LOCATIONS.
8. ONCE BASIN IS SUFFICIENTLY DEWATERED, REMOVE COIR MESH SEDIMENT BAFFLES, TRASH, AND OTHER
ACCUMULATED DEBRIS. REMOVE THE SKIMMER DEVICE AND BACKFILL THE SKIMMER BASIN AREA.
9. FINE GRADE, SEED, AND STABILIZE THE AREAS PREVIOUSLY OCCUPIED BY THE SKIMMER BASIN AS SHOWN ON
THE PLANS.
10. IF CONSTRUCTION IS COMPLETE, SCHEDULE A FINAL INSPECTION WITH NCDEQ INSPECTIONS STAFF. IF THE
SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, BASINS, ETC. AND SEED OR STABILIZE ANY
REMAINING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY
DISSIPATORS, SHOULD NOW BE INSTALLED.
11. WHEN THE PROJECT IS COMPLETED, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC
PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A
$100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
C
P
380
385390395
400
403403 405404403
402
401
400
399
398
397
396
395
394
390
387388389390391392393394395396397398399
40040140240340240140039912"
MAG.S47°43'48"W 1245.16'L2C1
L
3
N62°3
3'
1
3
"
E
312.4
1'
N
4
1
°
1
6
'
5
7
"
W
68
1
.
8
5
'
X
X
X
WM
RPZ XXX
X
1.00%
403
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403 403403402402401401400400401402403403
402
4
0
1
4
0
0
3
9
9400399394395396
397 398 399 400
4
0
1
4
0
0
3
9
9
4
0
2
4
0
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402
4
01
403402404404404
398 399
397
39939840040
2
403402
(11) ICO
(1) LM
(1) LM
(1) LM
(1) QP
(1) QP
(1) QP
(1) QP
(1) QP
(1) LM
15' TYPE A
BUFFER
15' TYPE A BUFFER
(NATURAL)
15' STREETSCAPE
BUFFER
15' TYPE A BUFFER
(NATURAL)
RETAIN EX.
VEGETATION
(TYP. IN
PERIMETER BUFFERS)400398396394392390392
390388386384382380378376374
372
366
368
370372374376378380382384386388
402404400398396394392390388386384382380378376374372372374376378380382384386388390392394396
398
400402
404
402400398396394392390388386384382380378376374372PLANT SCHEDULE
TYPE QUANTITY KEY BOTANICAL NAME COMMON NAME PLANTING SIZE COMMENTS
LDT 5 QP QUERCUS PHELLOS WILLOW OAK 2.5" CAL., 8' HEIGHT (MIN.)B&B
TREES
SHRUBS
TYPE/USE LEGEND
PLANT TYPE: LDT= LARGE DECIDUOUS TREE, MDT= MEDIUM DECIDUOUS TREE, SDT= SMALL DECIDUOUS TREE; BUFF= BUFFER SHRUB; FB= FOUNDATION PLANTING
SCR= SCREENING
11 ICO ILEX x 'CONFAF PP#9487 OAK LEAF HOLLY 7 GALLON, 5' HEIGHT CONTAINERSCR
SDT 4 LM LAGERSTROEMIA INDICA x FAURIEI 'MUSKOGEE'MUSKOGEE CRAPE MYRTLE 2" CAL. MINIMUM B&B
N
30'60'
SCALE IN FEET
15'30'
SCALE: 1 IN = 30 FT
SCALE IN FEET
HORIZONTAL
0
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTLANDSCAPING PLANL-01PATTERSON RD.
(SR 1269)60' PUBL
IC
R
/W
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
MAINTENANCE NOTES:
1.THE OWNERS OF THE PROPERTY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL REQUIRED
LANDSCAPING BY KEEPING LAWNS MOWED, ALL PLANTS MAINTAINED AS DISEASE FREE, ALL PLANTING BEDS
GROOMED AND KEPT WEED FREE (EXCEPT IN AREAS OF PRESERVED EXISTING NATURAL VEGETATION (I.E.,
THICKETS), AND KEPT FREE FROM TRASH, DEBRIS AND OTHER OBJECTIONABLE MATERIALS.
2.THE REPLACEMENT OF ANY REQUIRED PLANTING, WHICH IS REMOVED OR DIES AFTER THE DATE OF PLANTING.
SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTING SEASON; AND, THE REPLACEMENT OF ANY
TREE IN A TREE SAVE AREA, WHICH IS REMOVED OR DIES AFTER THE DATE OF APPROVAL OF A PRESERVATION
LANDSCAPE PLAN. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT PLANTING SEASON.
3.THE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS SHALL BE RESPONSIBLE FOR THE
INSTALLATION, PRESERVATION AND MAINTENANCE OF ALL PLANTINGS AND PHYSICAL FEATURES SHOWN ON
THIS PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF THE VEGETATION TO
INCLUDE BUT NOT LIMITED TO:
A.FERTILIZATION: LAWN: FERTILIZE LAWNS TWICE PER YEAR (FEBRUARY 15-MARCH 15 AND AGAIN SEPT.
1- OCTOBER 31) ACCORDING TO SOIL TEST. FERTILIZE WARM SEASON GRASSES ONCE DURING
GROWING SEASON PER SOIL TEST.
B.PRUNING: PRUNING SHALL BE LIMITED TO REMOVAL OF DEAD WOOD OR BRANCHES FOR TREES OR
FOR SIGHT DISTANCES/SAFETY REASONS. THE SHIGO STANDARDS SHOULD BE ADHERED TO. THE
PRUNING OF SHRUBS SHALL BE LIMITED TO THE PRUNING NECESSARY TO MAINTAIN THE NATURAL
SHAPE OF THE PLANT EXCEPT FOR SHEARED HEDGES.
C.PEST CONTROL: PRE-EMERGENT WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY BE APPLIED IN
FEBRUARY. CHEMICAL TREATMENT FOR INSECT INFESTATION AND DISEASE MAY BE APPLIED AND
SHALL BE SPECIFIC TO THE PROBLEM.
D.MULCHING: MULCHING SHALL BE MAINTAINED AT A DEPTH OF 2-3" IN PLANT BEDS. MULCH SHALL BE
REAPPLIED EVERY TWO YEARS.
E.MOWING: PRIMARY FESCUE LAWNS SHALL BE MAINTAINED AT A HEIGHT OF 3" AND SHALL BE MOWED
APPROXIMATELY 30 TIMES PER YEAR. SECONDARY TURF AREAS MAY BE MAINTAINED HIGHER AND
LESS FREQUENTLY. WARM SEASON GRASSES SHALL BE MOWED AS NEEDED DURING THE GROWING
SEASON TO MAINTAIN THE RECOMMENDED HEIGHT OF THE SPECIES OF TURF GRASS.
F.PLANT PROTECTION: AVOID EXCESS INTRUSION INTO THE ROOT ZONE AREA OF ESTABLISHED
PLANTINGS.
G.WATERING: IF ANY IRRIGATION SYSTEM IS UTILIZED, THE SYSTEM SHALL BE REGULATED TO PROVIDE
APPROXIMATELY 1" OF RAINFALL PER WEEK DURING THE GROWING SEASON.
H.FAILURE TO MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH THIS PLAN MAY CONSTITUTE A
VIOLATION OF THE LAND DEVELOPMENT ORDINANCE AND MAY RESULT IN FINES.
GENERAL NOTES:
CONSTRUCTION & INSTALLATION:
INSPECTIONS & GUARANTEE:
1.EXISTING CONDITIONS & TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A BOUNDARY
SURVEY OF THE PROPERTY BY MELVIN GRAHAM, PLS AND A SUPPLEMENTAL TOPOGRAPHIC AND EXISTING
CONDITION SURVEY BY TAYLOR LAND CONSULTANTS, PLLC. THE DATA SHOWN ON THIS DRAWING IS NOT THE
RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS DATA
PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, HARNETT COUNTY GIS DATA, AND
OTHER SOURCES AS REQUIRED.
2.PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN ON-SITE
PRECONSTRUCTION MEETING IS REQUIRED BETWEEN THE DEVELOPER AND NEW HANOVER COUNTY
INSPECTION STAFF TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALL LANDSCAPE
ELEMENTS THAT ARE TO REMAIN AS IDENTIFIED ON THE LANDSCAPING PLANS.
3.CONTACT THE NC ONE CALL CENTER (811) FOR LOCATIONS OF ALL UTILITY LINES. TREES SHALL BE LOCATED A
MINIMUM OF FIVE FEET FROM WATER AND SEWER CONNECTIONS. NOTIFY THE ENGINEER IF ANY CONFLICTS
OR DISCREPANCIES ARE NOTED.
4.VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING; PLANT LIST TOTALS ARE SHOWN
FOR CONVENIENCE ONLY AND SHALL BE CONFIRMED PRIOR TO SUBMITTING BIDS.
5.PROVIDE PLANT MATERIALS OF QUANTITY , SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON THE PLANS,
UNLESS EXPRESS WRITTEN PERMISSION IS ISSUED FROM THE OWNER OR THE ENGINEER INDICATING
OTHERWISE. FINAL PLANT SELECTION MAY BE SUBJECT TO SEASONAL AVAILABILITY AND MAY BE ALTERED OR
MODIFIED BY THE OWNER AS DESIRED.
6.ALL PLANT MATERIALS AND INSTALLTION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF
ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." IF SPECIFIED PLANT MATERIAL IS NOT AVAILABLE,
SUBMIT PROOF OF NON-AVAILABILITY TO THE ENGINEER, TOGETHER WITH PROPOSAL FOR THE USE OF
EQUIVALENT MATERIAL, VARIETIES, OR CULTIVARS.
7.PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS.
1.THE OWNER AND/OR ENGINEER RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN
AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM
TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."
2.LABEL AT LEAST ONE TREE AND SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED,
WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME.
3.INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO
THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES.
4.CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL
FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY THE OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
1.UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE
GENERAL CONTRACTOR WHO WILL VERIFY THE COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL
DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE
ENGINEER.
2.ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL
INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING
FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS
WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR.
3.PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY
A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE
OF OCCUPANCY.
4.REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
IMPORTANT NOTE: PRIOR TO ANY CLEARING, GRADING, OR
CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE
INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES.
NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR
VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION
FENCING.
ALL PROPOSED VEGETATION WITHIN THE SIGHT
DISTANCE TRIANGLES SHALL NOT INTERFERE WITH
CLEAR VISUAL SIGHT LINES FROM 30" TO 10' ABOVE THE
GROUND.
IMPORTANT NOTE: FINAL LANDSCAPE SPECIES SELECTION SHALL BE
APPROVED BY OWNER AND MAY BE ALTERED AT THE OWNER'S
DISRETION BASED ON SEASONAL AVAILABILITY AND LOCAL NURSERY
STOCK. ALL PLANT CULTIVAR SELECTIONS MUST COMPLY WITH CITY OF
DUNN STANDARDS.
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTD-01 SITE DETAILS ICOMPACTED
SUBGRADE
CONCRETE W/ WWF
W6x6 x W2.1x2.1 WWF
4"
1"
MIN.
PLAN
EXPANSION JOINT
1/4" TOOLED
RADIUS (TYP.)
HAND TROWEL SCORE JOINT-1/2"x1" DEEP
W/ 4" WIDE TOOL BANDING
TOOLED JOINTS TO EXTEND ENTIRE
WIDTH OF SIDEWALK
STIFF BROOM FINISH PERPENDICULAR
TO TRAFFIC FLOW
EQ. TO WIDTH
OR AS INDICATED
SEE PLAN
COMPACTED
SUBGRADE
CONCRETE W/ WWF
W6x6 x W2.1x2.1 WWF
4"
1/4" TOOLED
RADIUS (TYP.)
1/2"
1/2" PREMOLDED
EXPANSION
JOINT MATERIAL
WITH SEALANT
NOTE:
LOCATE EXP.
JOINTS @ 30' (TYP.)
OR AS INDICATED
ON PLAN
NOTE:
LOCATE CONTROL JOINTS @ A
DISTANCE EQUAL TO WIDTH OF
WALK OR AS INDICATED ON PLAN.
A.A CONTROL JOINT 1" DEEP WITH 1/4" RADII SHALL BE REQUIRED IN THE
CONCRETE SIDEWALK AT EQUAL SPACES AS DELINEATED ON SITE
LAYOUT PLAN. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
LOCATIONS SHOWN ON SITE LAYOUT PLAN. A 1/2" EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID
STRUCTURE. A SAWED SCORE JOINT MAY BE USED IN LEIU OF
EXPANSION JOINT EXCEPT AGAINST RIGID STRUCTURES.
B.ALL CONCRETE TO BE AT LEAST 4000 P.S.I. IN 28 DAYS.
C.INSTALL1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CURB
AND GUTTER.
D.CROSS SLOPE OF SIDEWALKS SHALL NOT EXCEED 2.0%.
1/2" EXPANSION JOINT AGAINST
ALL RIGID STRUCTURES (SEALED)
MAX. 2.0% CROSS SLOPE
4" CONCRETE
SIDEWALK
1/2" EXPANSION
JOINT
RIGID
STRUCTURE
2"
CONTROL JOINT
CURB / GUTTER
CONCRETE SIDEWALK
NOT TO SCALE
REGULAR SPACE
9'
18'18'
5'8'8'
ACCESSIBLE SPACES
8'8'
CONCRETE WHEEL STOP,
ANCHOR WITH 58" REBAR
IMBEDDED 24" IN GROUND
4"
ACCESSIBLE SIGN LOCATION (VAN)
REFER TO DETAIL ON DRAWING THIS SHEET
SIDEWALK
3'
ACCESSIBLE SIGN LOCATION(TYP.)
REFER TO DETAILS ON DRAWING THIS SHEET
FACE OF CURB
4"
WHITE
PAINTED
STRIPE
(TYP.)
FACE OF
CURB
FLUSH W/
PAVEMENT
NOTES:
1.REFER TO GRADING PLANS FOR SPOT
ELEVATIONS AT ACCESSIBLE PARKING
SPACES. THE MAXIMUM SLOPE OF
ACCESSIBLE PARKING SPACES IS 2% IN ALL
DIRECTIONS.
2.VERIFY WITH SITE PLANS FOR NON-TYPICAL
ACCESSIBLE SPACES.
TYPICAL
ACCESSIBLE
VAN
ACCESSIBLE
4" WIDE WHITE
PAINTED
STRIPING (TYP.)
PARKING SPACE STRIPING
NOT TO SCALE
6'-0" LENGTH
7 1/2"
5"
ANCHOR WITH 58" REBAR EMBEDDED
24" IN GROUND (TWO PER WHEEL
STOP, COUNTERSINK 12")
PROVIDE 2 SLOTS
ON UNDERSIDE OF
BLOCK FOR DRAINAGE
RESERVED
PARKING
12"
4"
12" DIA.
SLOPE TO DRAIN
TOP OF CONCRETE FOOTING
ACCESSIBLE OR
PREFERRED PARKING
SIGN (TYP.)
72"
ACCESSIBLE & PREFERRED
PARKING SIGN FOUNDATION
NOT TO SCALE
PRECAST CONCRETE WHEEL STOP
NOT TO SCALE
NOTE: COORDINATE LOCATION
OF REBAR WITH BUILDING FOOTINGS,
UTILITY CONDUITS, PIPES, AND OTHER
UNDERGROUND IMPROVEMENTS TO AVOID
CONFLICTS WITH INSTALLATION.STANDARD ASPHALT PAVEMENT PATCH DETAIL
NOT TO SCALE
MAX. PAVEMENT WIDTH
COMPACTED
BACKFILL
12" MIN.
MIN. 8" COMPACTED CABC
AGGREGATE BASE OR BINDER
COURSE
EX.
PAVEMENT
12"12"
PIPE
WIDTH
36" MIN.
MATCH EX. ASPHALT SECTION
(3" MIN. SF9.5A)
NOTES:
1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY WITH A MACHINED SAW
CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH DRY SOIL OR ABC STONE TO THE
BOTTOM OF THE PROPOSED SUBGRADE. THE BACKFILL SHALL BE PLACED AND COMPACTED IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
3. WITHIN ROADS MAINTAINED BY NCDOT, THE TRENCH SHALL BE BACKFILLED AND COMPACTED IN
ACCORDANCE WITH NCDOT STANDARDS.
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTED SHALL BE REINSTALLED, BUT IN NO
CASE SHALL THE ASPHALT BE LESS THAN 3 INCHES THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO
ACHIEVE A SMOOTH LEVEL PATCH.
18'
NOTE:
1.VERIFY WITH SITE PLANS FOR NON-TYPICAL
ACCESSIBLE SPACES.
2.FOR SPACES LABELED 'VAN' PROVIDE MUTCD R7-8
SIGN AND ADDITIONAL R7-8a.
4"
2'
8'8'8'8'
TYPICAL ACCESSIBLE VAN ACCESSIBLE
5'
TYPICAL ACCESSIBLE SPACE LAYOUT
RESERVED
PARKING
RESERVED
PARKING
RESERVED
PARKING
VAN
ACCESSIBLE
"REGULAR
SPACE"
REFER TO DETAIL BELOW AND SITE LAYOUT
PLAN FOR PLACEMENT OF ACCESSIBLE SIGN
AND VAN ACCESSIBLE SIGNS
VAN
5'8'9'
ACCESSIBLE SPACE PAVEMENT MARKING SYMBOL
REFER TO MUTCD 3B.19
N.T.S.
72"
MOUNTING
HEIGHT
ABOVE
FINISHED
GRADE
(TYP.)
MUTCD
R7-8a
MUTCD R7-8
GREEN REFLECTIVE
LEGEND
BLUE REFELCTIVE
BACKGROUND
WHITE REFLECTIVE SYMBOL
WHITE BACKGROUND
RESERVED PARKING SIGN (R7-8)
(ARROW ON SIGN FACING "->") AT
BEGINNING ACCESSIBLE SPACE (TYP)
FACE OF CURB
RESERVED PARKING SIGN (R7-8)
(NO ARROWS IN ON SIGN)
VAN ACCESSIBLE SIGN (R7-8a)
PAINTED ACCESSIBLE SYMBOL.
REFER TO MUTCH 3B.19 FOR
PAVEMENT MARKING
REMOVABLE CONCRETE
WHEEL STOP
RESERVED PARKING SIGN (R7-8)
(ARROW ON SIGN FACING "<-")
ACCESSIBLE SPACE AT END
(TYPICAL)
WHITE BORDER
BLUE BACKGROUND
WHITE SYMBOL
6"
12"
HEIGHT OF SYMBOL
28" MINIMUM
WIDTH OF SYMBOL
24" MINIMUM
12"
18"
ACCESSIBLE PARKING SPACE MARKING AND SIGNAGE
NOT TO SCALE
2" SURFACE COURSE
NCDOT SUPERPAVE SF-9.5A
8" NCDOT CABC
STONE
SUBGRADE COMPACTED TO 98% OF MAXIMUM
DRY DENSITY BY ASTM 698 STANDARD PROCTOR
METHOD
3" INTERMEDIATE
COURSE-SUPERPAVE I-19.0B
8" NCDOT CABC
STONE
SUBGRADE COMPACTED TO 98% OF MAXIMUM
DRY DENSITY BY ASTM 698 STANDARD PROCTOR
METHOD
1.5" SURFACE COURSE
NCDOT SUPERPAVE SF-9.5A
6" PORTLAND CEMENT
CONCRETE 4,000 PSI
SUBGRADE COMPACTED TO 98% OF MAXIMUM
DRY DENSITY BY ASTM 698 STANDARD PROCTOR
METHOD
6" NCDOT CABC STONE
4" PORTLAND CEMENT
CONCRETE 3,000 PSI
SUBGRADE COMPACTED TO 98% OF MAXIMUM
DRY DENSITY BY ASTM 698 STANDARD PROCTOR
METHOD
MEDIUM DUTY ASPHALT PAVEMENT
NOT TO SCALE
HEAVY DUTY ASPHALT PAVEMENT
NOT TO SCALE
STANDARD CONCRETE SIDEWALK SECTION
NOT TO SCALE
HEAVY DUTY CONCRETE PAVEMENT SECTION
NOT TO SCALE
4x4 W2 x W2.9
WELDED WIRE
FABRIC
PAVEMENT
2'-0" DIAMETER
CONC. FOOTINGBUILDING OR STRUCTURE4'
7.5'
3.5'
1-6"4" DIAMETER PAINTED
STEEL PIPE FILLED WITH
CONCRETE
3' HIGH AT FIRE HYDRANT 6"
CONCRETE PIPE BOLLARD
NOT TO SCALE
NOTE: COORDINATE LOCATION
OF BOLLARD FOUNDATION WITH
BUILDING FOOTINGS, UTILITY CONDUITS,
PIPES, AND OTHER UNDERGROUND
IMPROVEMENTS TO AVOID CONFLICTS
WITH INSTALLATION.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTD-02 SITE DETAILS IIWALL BEYOND
CONCRETE BOLLARD CAP
10-3/16" I.D. STEEL PIPE
COLLAR WELDED TO STEEL POST
HINGE WELDED TO STEEL
GATE FRAME (SLIP FIT ON POST)
1" X 4" TREX (VERTICALLY)
MECHAICALLY FASTENED
TO STRUCTURE (COLOR GREY)
HASP & PADLOCK
8" O.D. STEEL POST FILLED SOLID WITH
3000 PSI CONCRETE
2" SQUARE STEEL TUBING
WITH WELDED JOINTS (ON INSIDE)
10 3/16" I.D. STEEL PIPIE HINGE WELDED TO STEEL GATE FRAME
SLIP FIT ON POST
10 3/16" I.D. STEEL PIPE COLAR WELDED TO STEEL POST
1/2" STEEL PIN GATE STOP
3/4" I.D. STEEL PIPE EMBEDED IN CONCRETE FOR PIN
TO DROP INTO WHEN CLOSED
REINFORCED CONCRETE PAD
3000 PSI CONCRETE FOUNDATION5'-4"8"1'-0"10"10"10"8'-0"6"
C3x4.1 CHANNEL AROUND METAL
GATE PANELS ALL 4 SIDES
10-3/16" I.D. STEEL PIPE
DUMPSTER ENCLOSURE GATE
NOT TO SCALE
ACCESSIBLE RAMP DETAILS
NOT TO SCALE
DETECTABLE WARNING SURFACE PLACEMENT
NOT TO SCALE
DETECTABLE WARNING SURFACE PAVERS
NOT TO SCALE
x x xxxxxx xxxx x x x x
GATE POST SCHEDULE
A
OFFSET HINGE
STANDARD HINGE
GATE KEEPER
SWING GATE DETAILS
(TO HOLD GATE OPEN)
PLAN
DOUBLE SWING GATE
ELEVATION
A
DROP ROD FOUNDATION
NO SCALE
NO SCALE
CHAIN LINK
FABRIC
FENCE FABRIC (TYP)
GATE OPENING
DIRECTION GATE
SWING (TYP.)
GATE FRAME
LEAF
LINE POST
GATE
FRAME
LATCH
ASSEMBLY
DROP ROD
38" DIA TRUSS
ROD (TYP)
FENCE
FABRIC
3'-10" FOR POSTS 858" OD
3'-4" FOR POSTS 658" OD
3'-0" MIN FOR POSTS
4" OD & LESS
6"
16" DIA MIN FOR GATE
POSTS 4" OD & LESS
24" DIA FOR GATE
POSTS OVER 4" OD
2" MIN
2" MAX FOR SENSORED FENCES
5" MAX FOR NON-SENSORED FENCES
CHAIN-LINK
FABRIC
TOP TENSION WIRE OR
RAIL AS SPECIFIED (TYP)
BRACE RAIL (TYP)
HINGES (TYP)
LINE POST
TRUSS ROD (TYP)
BRACE RAIL (TYP)
GRADE LINE
NOTES:
1.FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO
LIMIT OTHER TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION WHICH COMPLY WITH THE
SPECIFICATIONS.
2.SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY AND GATE KEEPERS
EXCEPT AS NOTED.
3.ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900 1.90" NOMINAL (ROUND) OR
2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED
USING HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU
OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.
GATE LEAF WIDTH
(NOMINAL)
OUTSIDE DIMENSION
(NOMINAL)
6' OR LESS 2.875" OD
2.5" SQ
GREATER THAN 6' TO 12' 4.0" OD
GREATER THAN 12' TO 18' 6.625" OD
MORE THAN 18' 8.625" OD
DROP ROD
ASSEMBLY
LATCH
ASSEMBLY
Ø6"12" DIA DROP ROD
(INDUSTRY STANDARD)
PC CONC
36"
1"
12"
43"
6"
48"
SAND/GRAVEL
6" DIA
PC CONC
1" ID
STEEL
PIPE
PAVED SURFACE
BITUMINOUS
6"
10"
2'-0"
CHAIN LINK ACCESS GATE DETAIL
NOT TO SCALE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
WOODEN DUMPSTER ENCLOSURE FENCE
NOT TO SCALE
8'-0"
24"
8"
8' MAX.8' MAX.
12" DIA.
CONC.
FOOTING
(TYP.)
2"x4" PT WOOD RAILS
(TYP. OF 3)
4"x4" PT WOODEN POST
WOODEN
PICKETS-5/8" MIN.
THICKNESS
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTD-03 SITE DETAILS IIIWATERMAIN
SIDEWALKPROPERTYLINE
PROPERTYLINESTREET
2" PVC SLEEVE W/ 3/4"
CARRIER
SINGLE 3/4"
SERVICES
METERS SHOULD BE
INSTALLED 3' OFF
PROPERTY LINE
R/W OR UTILITY EASEMENT
R/W
1'
3' MIN.
12" MIN
NOTES:
1. INSTALL METER AT R/W.
2. TWO (2)- 3/4" SERVICE LINES MUST BE INSTALLED
INSIDE A 2" SLEEVE.
3. TWO (2) 1" SERVICE LINES MUST BE INSTALLED
INSIDE A 3" SLEEVE.
4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
5. SEE DETAIL FOR SERVICE MATERIAL AND METER
SETTING.
6. SERVICE LINE SHALL BE 3' BELOW FINISHED
GRADE OF DITCHES.
7. CONDUIT MUST EXTEND PAST PROPOSED
SIDEWALK.
HRW W12-TYP. DOMESTIC WATER SERVICE INSTALLATION DETAIL
NOT TO SCALE
HRW W13-TYP. WATER SERVICE CONNECTION USING TAPPING SADDLE
NOT TO SCALE
EXISTING ROAD
AS NOTED ON
PLANS
3'-0" MIN.
NEW
WATERLINE
BACKFILL AS
INDICATED
ROAD
SHOULDER
24" MIN.
36" MAX.
SERVICE LINE TO
METER CONNECTION
45° BEND
CORPORATION
COCK-A.Y. MCDONALD
OR EQUAL
PIPE O.D. + 18" FOR PIPES UNDER 33" O.D.
PIPE O.D. + 24" FOR PIPES OVER 33" O.D.
SERVICE SADDLE-A.Y. MCDONALD OR EQUAL
STYLE HINGED 3891 FOR 3/4" SERVICE
SADDLE-A.Y. MCDONALD OR EQUAL
NOTES:
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE
SADDLE, 45° BEND, CORPORATION COCK, AND ALL LABOR
INVOLVED IN MAKING A COMPLETE SERVICE CONNECTION.
2. SERVICE PIPING TO BE 3
4" SDR-9 PE TUBING.
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
HRW W16-TYPICAL 1" METER SETTER INSTALLATION DETAIL
NOT TO SCALE
HRW W17-TYPICAL METER BOX DETAIL FOR 1" SERVICE
NOT TO SCALE
HRW W2-TYP. WATER VALVE BOX DETAIL
NOT TO SCALE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
HRW W5- TYP. TAPPING SLEEVE & VALVE DETAIL
NOT TO SCALE
HRW W6- TYP. FIRE HYDRANT INSTALLATION DETAIL
NOT TO SCALE
HRW W17-TYPICAL METER BOX DETAIL FOR 1" SERVICE
NOT TO SCALE
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTD-04 SITE DETAILS IVALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
3X ROOT BALL DIAMETER
NOTES:
1.CONTRACTOR SHALL ASSURE PERCOLATION
OF ALL PLANTING PITS PRIOR TO
INSTALLATION.
2.SAUCER SHALL BE FLOODED TWICE DURING
THE FIRST 24 HOURS AFTER PLANTING.
DO NOT PRUNE LEADER. PRUNE OR CUT ONLY
DEAD OR UNHEALTHY BRANCHES
PROTECT TREE WITH BLACK
RUBBER HOSE
10 GA. WIRE WITH GALVANIZED
TURN-BUCKLE
WHITE PLASTIC FLAG ON WIRE ABOVE TURN-BUCKLE
AND 6" ABOVE GROUND
TRUNK FLARE JUNCTION, PLANT 2" ABOVE FINISHED
GRADE. REMOVE EXTRA SOIL FROM TRUNK FLARE.
TREE SHALL BE SET PLUMB
MULCH 3" MIN. KEEP FROM DIRECT CONTACT
WITH TRUNK
EDGE OF 3" HIGH WATERING SAUCER
2"X4"X3" WOOD STAKE BURIED 3" BELOW
FINISH GRADE, 3 PER TREE, EQUALLY
SPACED.
COMPLETELY REMOVE BURLAP, LACING AND
WIRE BASKET FROM TOP 1/2 OF THE ROOT
BALL
PLANTING SOIL MIX AS SPECIFIED
ROOT BALL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE
12" MIN.
HEIGHT VARIES
WITH PLANTS
UNDISTRURBED EARTH
AMENDED SOIL MIX
SHREDDED HARDWOOD
BARK MULCH
PERENNIAL PLANT
6"
REMOVE ALL DEAD, BROKEN, DISEASED
AND WEAK BRANCHES AT TIME OF
PLANTING INSTALL SHRUBS SO THAT TOP OF THE ROOTBALL
IS AT THE SAME GRADE AS ORIGINALLY GROWN
OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT
COVER THE TOP OF THE ROOTBALL WITH SOIL
3" SHREDDED HARDWOOD MULCH KEEP
AWAY FROM TRUNK
REMOVE ALL STRING, WIRE, AND BURLAP
FROM TOP 1/3 OF BALL
SCARIFY BOTTOM AND SIDES OF PIT
DECIDUOUS TREE PLANTING DETAIL
NOT TO SCALE
ANNUAL/PERENNIAL BED PLANTING DETAIL
NOT TO SCALE
SHRUB PLANTING DETAIL
NOT TO SCALE
8' PASTURE FENCE
NOT TO SCALE
ROUND WOODEN
POST (3 1/2"
DIAMETER)
12' MAX. SPACING
8' FABRIC
HEIGHT
EXISTING
GROUND
BURY WIRE
FABRIC 2"-4"
GALVANIZED STEEL
WOVEN WIRE FABRIC-4"x4"
MAX SPACING (ASTM
A-116)
24" MIN.
STAPLE WIRE FABRIC TO
POSTS (1-1/2" 9 GAUGE
GALVANIZED TO OUTSIDE
OF POST)
4' WIRE FENCE
NOT TO SCALE
ROUND WOODEN
POST (3 1/2"
DIAMETER)
12' MAX. SPACING
4' FABRIC
HEIGHT
EXISTING
GROUND
GALVANIZED STEEL
WOVEN WIRE FABRIC-4"x4"
MAX SPACING (ASTM
A-116)
24" MIN.
STAPLE WIRE FABRIC TO
POSTS (1-1/2" 9 GAUGE
GALVANIZED TO OUTSIDE
OF POST)
NOTE: 4' WIRE FENCE IS TO BE INSTALLED A MINIMUM OF 4 FEET
FROM THE 8' PASTURE FENCE UNLESS NOTED OTHERWISE.
5' GIRAFFE FENCE
NOT TO SCALE
ALUMINUM
CHANNEL 1"x1"
PICKETS
1"x5/8"x0.045"
4" TYP.
10"
5' FENCE
HEIGHT
3/4" x3/4" ALUMINUM POST6' MAX. SPACINGPOST
CAP
24" MIN.ALUMINUM
CHANNEL 1"x1"
2" MAX.
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTD-05 EROSION CONTROL NOTES & DETAILS IFRONT VIEW
SIDE VIEW
8" DOWN AND 4" FORWARD
ALONG TRENCH
8" MINIMUM COVER OVER
SKIRT *
GRADE
FILL SLOPE
SILT FENCE FABRIC
WOVEN WIRE FABRIC
STEEL POST
32" MIN. WIDTHNOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND
NEVER IN AREAS OF CONCENTRATED FLOW.
MINIMUM 10 GAUGE
LINE WIRES
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
3'-0"
2'-0"
24"
8'-0" MAXIMUM
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
4. MAINTAIN ENERGY DISSIPATERS INSTALLED DURING
EARLY SITE WORK THROUGHOUT THE CONSTRUCTION
AREA.
A A
I.D.
3 TIMES I.D. (W2)
PLAN VIEW
SECTION 'A-A'
FILTER
FABRIC
d
L
PIPE
PIPE
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN DEPTH OF SEDIMENT REACHES 12" TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
MAINTENANCE
RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR
SCOUR OR DISLODGED STONES. CONTROL OF WEED
AND BRUSH GROWTH MAY BE NEEDED IN SOME
LOCATIONS.
W1
PIPE OUTLET TO FLAT AREA (NCDENR 6.15)-NO WELL DEFINED CHANNEL
NOT TO SCALE
SILT FENCE (NCDENR 6.62)
NOT TO SCALE
#57 WASHED STONE PLACED TO A HEIGHT OF 16"-18" MINIMUM
ABOVE THE TOP OF BOX
GALVANIZED HARDWARE WIRE EXTENDS
TO THE TOP OF THE BOX
STANDARD METAL POSTS 2'-0" IN GROUND
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1
2
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS
NEEDED.
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
BURY WIRE FENCE AND
HARDWARE CLOTH
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
FRONT VIEW
SECTION VIEW
STEEL FENCE
POST SET MAX
2' APART MIN. 18"
INTO SOLID GROUND
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
4' MIN.
MAINTENANCE:
1.INSPECT SILT FENCE OUTLET AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (12" OR
GREATER). REPAIR ANY DAMAGE TO THE OUTLET IMMEDIATELY.
2.REMOVE SEDIMENT FROM BEHIND THE OUTLET WHEN HALF OF STONE OUTLET IS COVERED.
3.REPLACE STONE AS NEEDED TO ENSURE PROPER DEWATERING.
4.PERIODICALLY CHECK THE STRUCTURE FOR DAMAGE. ANY STONE DISPLACED FROM BEHIND THE
HARDWARE CLOTH SHALL BE REPLACED IMMEDIATELY.
18"
SILT FENCE OUTLET (NCDENR 6.62)
NOT TO SCALE
HARDWARE CLOTH & GRAVEL INLET PROTECTION
NOT TO SCALE
TOP ELEVATION OF STORMWATER
FRONT VIEW
EXISTING SLOPE
SIDE VIEW
11 MAX.
STEP SEQUENCE
EXISTING SL
O
P
E
WEIR
NOTE:
1.HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
2.KEY RIP RAP INTO THE DAM FOR
STABILIZATION.
#57 WASHED STONE
FILTER FABRIC
CLASS 1 RIP-RAP
VARIES
VARIES
6"-1'
EXISTING SLOPES
KEYED RIP RAP
#57 WASHED STONE
VARIES
6"-1'
VARIES
DESIGN OF SPILLWAYS
DRAINAGE
AREA (AC)
MIN. WEIR
LENGTH (FT)
1 4
2 6
3 8
4 10
5 12
CHECK DAM
NOT TO SCALE
PIPE
CLASS B RIP-RAPNCDOT #5 OR #57 STONE
1' THICK x 2' HIGH
(MINIMUM)
FLOW
FLOW SEDIMENT STORAGE AREA
PERSPECTIVE VIEW
PIPE
FINISHED
GRADECLASS B RIP-RAP
1.5'
MAX SEDIMENT DEPTH
(CLEAN OUT POINT)
SEDIMENT STORAGE ZONE
FLOOD STORAGE ZONE
NCDOT #5 OR #57 STONE
FLO
W
2'
1'3'
CONSTRUCTION SPECIFICATIONS:
1.CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2.INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. THE STONE
SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM
CREST WIDTH OF THE RIP-RAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET.
THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE
EMBANKMENT OR DIVERSIONS.
3.A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE
OF THE RIPRAP.
4.THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE
HORSESHOE 18 INCHES BELOW NATURAL GRADE.
5.WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH
GROUND COVER.
MAINTENANCE:
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO
ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE
DESIGNATED AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE
REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE
AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND
PROVIDE PERMANENT GROUND COVER (SURFACE STABILIZATION).
RIP-RAP HEAD WALL, 1' MIN
HEIGHT FROM ROAD
SHOULDER
RIP RAP FILTER DAM INLET PROTECTION (NCDENR 6.55)
NOT TO SCALE
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (12" OR GREATER) RAINFALL EVENT.
REPAIR DAMAGE IMMEDIATELY. CLEAN OUT SEDIMENT,
STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM. CORRECT ALL DRAINAGE IMMEDIATELY.
IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A
PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION ,
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
DAM, AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED
TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
PERMANENT SEEDING
PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR PLOWING TO DEPTH OF 6 INCHES SO AS TO PRODUCE A LOOSE, FRIABLE
SOIL SURFACE. REMOVE ALL STONES, ROCKS, BOULDERS, STUMPS, OR OTHER DEBRIS FROM THE SURFACE WHICH WILL PREVENT
GERMINATION OR PLANT GROWTH.
INCORPORATE INTO THE SOIL 800-1000 LBS OF 10-10-10 FERTILIZER PLUS 500 LBS OF 20% SUPERPHOSPHATE PER ACRE AND TWO TONS
OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTING INDICATES THAT A LOWER RATE OF LIME MAY BE USED.
MULCH AFTER SEEDING WITH 2 TONS OF GRAIN STRAW PER ACRE AND EITHER CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT
AT 400 GALLONS PER ACRE OR EMULSIFIED ASPHALT AT 300 GALLONS PER ACRE. IF DISC BLADE/CRIMPING IS USED, APPLY 1/2 OF THE
MULCH, THEN CRIMP, AND FINISH BY APPLYING THE OTHER 1/2 OF MULCH.
PERMANENT SEEDINGS:
PLANTS AND MIXTURE:PLANTING RATE/ACRE:PLANTING DATES:
TALL FESCUE 110 LBS/ACRE AUGUST 15- OCTOBER 15
FEBRUARY 15- MAY 1JAPANESE CLOVER
CHINESE LESPEDEZA
(LOW MAINTENANCE SLOPE
3:1 OR LESS)
TALL FESCUE 140 LBS/ACRE AUGUST 15- OCTOBER 15
FEBRUARY 15- MAY 1JAPANESE CLOVER
CHINESE LESPEDEZA
(LOW MAINTENANCE SLOPE
3:1 OR LESS)
BLEND OF TWO TURFTYPE TALL
FESCUES (90%) AND TWO OF MORE
IMPROVED KENTUCKY BLUEGRASS
VARIETIES (10%) (GENERAL LAWN
AREAS)
200 LBS/ACRE AUGUST 15- OCTOBER 15
FEBRUARY 15- MAY 1
NOTE: FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. FOR LATE FALL AND WINTER SEEDINGS, USE UNSCARIFIED SEED.
TEMPORARY SEEDING (PIEDMONT REGION)-LATE WINTER/EARLY SPRING
SEEDING MIXTURE:
SPECIES:RATE (LB/ACRE)
RYE (GRAIN)120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT & COASTAL PLAIN,
KOREAN IN MOUNTAINS)
50
SEEDING DATES:
MOUNTAINS: ABOVE 2500 FEET- FEBRUARY 15- MAY 15
BELOW 2500 FEET- FEBRUARY 1- MAY 1
PIEDMONT: JANUARY 1- MAY 1
COASTAL PLAIN: DECEMBER 1- APRIL 15
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE OF GROUND AGRICULTURAL LIMESTONE
AND 750 LBS/ACRE OF 10-10-10 FERTILIZER.
MULCH: APPLY 4,000 LBS/ACRE OF STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING (PIEDMONT REGION)-FALL
SEEDING MIXTURE:
SPECIES:RATE (LB/ACRE)
RYE (GRAIN)120
SEEDING DATES:
MOUNTAINS: AUGUST 15- DECEMBER 15
COASTAL PLAIN & PIEDMONT: AUGUST 15-
DECEMBER 30
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE OF GROUND AGRICULTURAL LIMESTONE
AND 1,000 LBS/ACRE OF 10-10-10 FERTILIZER.
MULCH: APPLY 4,000 LBS/ACRE OF STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LBS/ACRE OF NITROGEN IN MARCH. IF IT
IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBS/ACRE KOBE (PIEDMOND AND COASTAL PLAIN)
OR KOREAN (MOUNTAIN) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (PIEDMONT REGION)-SUMMER
SEEDING MIXTURE:
SPECIES:RATE (LB/ACRE)
GERMAN MILLET 40
SEEDING DATES:
MOUNTAINS: MAY 15- AUGUST 15
PIEDMONT: MAY 1- AUGUST 15
COASTAL PLAIN: APRIL 15- AUGUST 15
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE OF GROUND AGRICULTURAL LIMESTONE
AND 750 LBS/ACRE OF 10-10-10 FERTILIZER.
MULCH: APPLY 4,000 LBS/ACRE OF STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
IN PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LBS/ACRE.
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTD-06
BAFFLES
SKIMMER
DEWATERING
DEVICE EMERGENCY
SPILLWAYEMBANKMENT
TREATMENT
ZONE
DIVERSION
DITCH
CROSS SECTION
PLAN VIEW
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTRO BOTTOM
OR SIDE STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
OUTLET ZONE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
INLET ZONE
35% of
basin surface area
1st Cell
25% of basin
surface area
2nd Cell
25% of basin
surface area
15% of
basin surface area
CROSS SECTIONPLAN VIEW
SECTION VIEW AT OPENING
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
STEEL POST
VENT SCREEN ACCESSIBLE
THROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN.
FLEXIBLE JOINT
(RADIATOR HOSE)
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
MAINTENANCE
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PULL THE SKIMMER TO ONE
SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. PLACE REMOVED SEDIMENT IN AN AREA
WITH SEDIMENT CONTROLS.
MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASING, USUALLY JERKING ON THE
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS
DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE
BEFORE REPOSITIONING THE SKIMMER.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT
FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND
OTHER DEBRIS FROM THE RISER AND POOL AREA.
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
BAFFLES. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
STANDARD SKIMMER SEDIMENT BASIN(NCDENR 6.61)
NOT TO SCALE
COIR MESH SEDIMENT BAFFLES DETAIL (NCDENR 6.65)
NOT TO SCALE
ROPE TETHERED TO SKIMMER
STEEL SUPPORT
POST
EROSION CONTROL NOTES & DETAILS IIALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
BASIN SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 3:1 OR FLATTER DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF BASIN
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY 3:1
SLOPE3:1 SLOPEPROVIDE A MINIMUM OF THREE
TEMPORARY BAFFLES BETWEEN
STORM DRAINAGE DISCHARGES INTO
THE BASIN AND THE BASIN OUTFALL 3:1AT ENTRANCE
(CREST) OF SPILLWAY
NO SCALE
EMERGENCY SPILLWAY DETAIL
3
:
1
2'
W
NOTES:
1. PROVIDE 3 BAFFLES (USE 2 IF LESS THAN 20 FEET IN LENGTH).
2. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND
SIDES USING STAPLES
OR BY TRENCHING AS FOR SILT FENCE.
3. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY,
WHICH SHOULD BE READILY
ACCESSIBLE FOR MAINTENANCE.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET AND SHALL BE
SECURED AT THE TOP AND BOTTOM SIDES USING STAPLES OR BY
TRENCHING AS FOR SILT FENCE.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF
THE BERMS.
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH
RAINFALL.
7. BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN
ELEVATION REPRESENTING
THAT THE BASIN IS HALF FULL OR 90 DAYS, WHICHEVER COMES
FIRST.
8. THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH
SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO
AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN
TARPS SHALL BE OVERLAPPED AT LEAST 12 INCHES. THE UPSTREAM
12 INCHES TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE
TARP SHALL BE 50 MIL HEAVY DUTY SILVER TARPAULINS OR
EQUIVALENT FOR UV RESISTANCE.
9. IF APPLICABLE, POND SHALL NOT BE CONVERTED FOR
STORMWATER USE UTNIL APPROVED BY THE ENVIRONMENTAL
ENGINEER.
5' MIN.
TEMPORARY
SKIMMER
4" SCH. 40 PVC
PIPE
4" SKIMMER OUTLET
PIPE THROUGH EMBANKMENT
CONNECT SKIMMER
TO OUTLET ORIFICE WITH
FLEXIBLE TUBING
TOP OF DAM ELEVATION
EMERGENCY SPILLWAY ELEVATON
RIP RAP ENERGY
DISSPATER
ROPE
STEEL POST
INLET SHALL BE PROTECTED AS
NEEDED FROM EROSION WITH RIP RAP,
TARP, MATTING, OR EQUIVALENT
THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENTD-07
CROSS SECTION
PROPOSED STREET,
25' OR WIDTH OF
WHICHEVER IS
EXISTING ROADWAY
6" MIN.
PLAN VIEW
35' MIN.
ROADWAY
EXISTING
50' MIN.
GREATER.
NEW CONSTRUCTION15' MIN.
12" MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
FABRIC UNDER STONE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
TWO-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.
EXISTING ROADWAY
6" MIN.
35' MIN.
NEW CONSTRUCTION15' MIN.
12" MIN.
FABRIC UNDER STONE
ENTRANCE GRADE GREATER
THAN 2%
6" TO 8" STONE RIDGE
TEMPORARY CONSTRUCTION ENTRANCE (NCDENR 6.06)
NOT TO SCALE
NCDOT #4
STONE
(2"-3" THICK
6.0 in.
6.0 in.6.0 in.
Figure A
Figure D
Ground
Surface
Figure C - Cross Section ViewFigure B - Profile View
Figure F - Profile View
Figure E
Toe of Slope
Crest of Slope
Ground Surface
Ground Surface
3.0 in.
3.0 in.
Flow
Crest of Slope
Figure E
Figure B/
Figure CFigure C
Figure F
Blanket 3
Blanket 2
Blanket 1 Blanket 2
Blanket 1
Flow
Blanket 2
Blanket 3
Product Application/Equivalency Specifications
Figure A Figure E
Figure D
Figure B/
Figure E
Figure F
Figure C
Figure E
Ground
Surface
Figure C - Cross Section ViewFigure B - Profile View
Figure F - Profile View
Figure E
Figure G - Critical Point Securing
Ground Surface
Critical Point
Terminal End
Ground Surface
Critical Point
Blanket 3
Blanket 2
Blanket 1
Ground Surface
Blanket 2
Blanket 1
Blanket 3 Blanket 1
Product Application/Equivalency Specifications
Flow
* Drawings Not to Scale * Drawings Not to Scale
6.0 in.
3.0 in.
3.0 in.
WESTERN
RPCOO ATRI NO
EXCELSIOR
WESTERN
RPCOO ATRI NO
EXCELSIOR
Figure G - Critical Point Securing
Step 1 - Site Preparation
Prepare site to design profile and grade. Remove
debris, rocks, clods, etc.. Ground surface should be
smooth prior to installation to ensure blanket remains
in contact with slope.
Step 2 - Seeding
Seeding of site should be conducted to design
requirements or to follow local or state seeding
requirements as necessary.
Stap 3 - Staple Selection
At a minimum, 6 in. long by 1 in. crown, 11 gauge
staples are to be used to secure the blanket to the
ground surface. Installation in rocky, sandy or other
loose soil may require longer staples.
Step 4 - Excavate Anchor Trench and Secure
Blanket
Excavate a trench along the top of the channel side
slopes and the upstream terminal end of the channel to
secure the edges of the blanket. The trench should run
along the length and width of the installation, be 6 in.
wide and 6 in. deep. Staple blanket along bottom of
trench, fill with compacted soil, overlap blanket
towards toe of slope and secure with row of staples
(shown in Figures A, E and F).
Step 5 - Secure Body of Blanket
Roll blanket down slope from anchor trench. Staple
body of blanket following the pattern shown in Figure
D. Leave end of blanket unstapled to allow for
overlap shown in Figure B. Place downstream
blanket underneath upstream blanket to form shingle
pattern. Staple seam as shown in Figure E. Secure
downstream blanket with stapling pattern shown in
Figure D. Stapling pattern shown in Figure D reflects
minimum staples to be used. More staples may be
required to ensure blanket is sufficiently secured to
resist mowers and foot traffic and to ensure blanket is
in contact with soil surface over the entire area of
blanket. Further, critical points require additional
staples. Critical points are identified in Figure G.
Step 6 - Continue Along Slope - Complete
Installation
Overlap adjacent blankets as shown in Figure C and
repeat Step 5. Secure toe of slope using stapling
pattern shown in Figure E. Secure edges of
installation by stapling at 1.0' intervals along the
terminal edge.
Ground Surface
Figure E -
Plan View
Figure D - Plan View
- Denotes Staple Location
Figure E -
Plan View
Figure D - Plan View
- Denotes Staple Location
8ft. Blanket
1ft.1ft.
- Denotes Staple Location
1ft.1ft.1ft.1ft.1ft.
1.5 ft.
1.5 ft.
- Denotes Staple Location
2.5 ft.
2.5 ft.
1ft.
8ft. Blanket
1ft.1ft.1ft.1ft.1ft.1ft.1ft.1ft.
8ft. Blanket
2ft.2ft.2ft.2ft.
8ft. Blanket
2ft.2ft.2ft.2ft.
1ft.
Channel Installation TM
Document # WE_EXCEL_SS2AN_CII
Excel SS-2 All Natural is produced by Western Excelsior and
consists of a temporary Rolled Erosion Control Product (RECP) comprised of a 100% certified weed free
agricultural straw matrix mechanically (stitch) bound between two, biodegradable jute/scrim nets (top and
bottom). The expected longevity of Excel SS-2 All Natural is approximately 12 months (actual longevity
dependent on field and climatic conditions). Excel SS-2 All Natural is manufactured to include physical
properties sufficient to provide the intended longevity and performance. Product specifications may be
found on document WE_EXCEL_SS2AN_SPEC and performance information may be found on
document WE_EXCEL_SS2AN_PERF. All documents are available from Western Excelsior Technical
Support or www.westernexcelsior.com. Additional to above, equivalent products to Excel SS-2 All
Natural must meet identical criteria as Excel SS-2 All Natural as follows:
1.Consist of debris free and 100% certified weed free
agricultural straw bound between two, biodegradable jute/scrim nets.
2. Sufficient tensile strength, thickness and coverage to maintain
integrity during installation
and ensure material performance.
3. Listing within AASHTO NTPEP database.
4. Meet ECTC specification for category 2D products.
Instructions EXCEL SS-2
All Natural
Slope Installation
Instructions EXCEL SS-2 TM
All Natural
Document # WE_EXCEL_SS2AN_SII
Excel SS-2 All Natural is produced by Western Excelsior and
consists of a temporary Rolled Erosion Control Product (RECP) comprised of a 100% certified weed free
agricultural straw matrix mechanically (stitch) bound between two, biodegradable jute/scrim nets (top and
bottom). The expected longevity of Excel SS-2 All Natural is approximately 12 months (actual longevity
dependent on field and climatic conditions). Excel SS-2 All Natural is manufactured to include physical
properties sufficient to provide the intended longevity and performance. Product specifications may be
found on document WE_EXCEL_SS2AN_SPEC and performance information may be found on
document WE_EXCEL_SS2AN_PERF. All documents are available from Western Excelsior Technical
Support or www.westernexcelsior.com. Additional to above, equivalent products to Excel SS-2 All
Natural must meet identical criteria as Excel SS-2 All Natural as follows:
1.Consist of debris free and 100% certified weed free
agricultural straw bound between two, biodegradable jute/scrim nets.
2. Sufficient tensile strength, thickness and coverage to maintain
integrity during installation
and ensure material performance.
3. Listing within AASHTO NTPEP database.
4. Meet ECTC specification for category 2D products.
6.0 in.6.0 in.
Step 1 - Site Preparation
Prepare site to design profile and grade. Remove
debris, rocks, clods, etc.. Ground surface should be
smooth prior to installation to ensure blanket remains
in contact with slope.
Step 2 - Seeding
Seeding of site should be conducted to design
requirements or to follow local or state seeding
requirements as necessary.
Stap 3 - Staple Selection
At a minimum, 6 in. long by 1 in. crown, 11 gauge
staples are to be used to secure the blanket to the
ground surface. Installation in rocky, sandy or other
loose soil may require longer staples.
Step 4 - Excavate Anchor Trench and Secure
Blanket
Excavate a trench along the top of the slope to secure
the upstream end of the blanket. The trench should
run along the length of the installation, be 6 in. wide
and 6 in. deep. Staple blanket along bottom of trench,
fill with compacted soil, overlap blanket towards toe
of slope and secure with row of staples (shown in
Figures A, E and F).
Step 5 - Secure Body of Blanket
Roll blanket down slope from anchor trench. Staple
body of blanket following the pattern shown in Figure
D. Leave end of blanket unstapled to allow for
overlap shown in Figure B. Place downstream
blanket underneath upstream blanket to form shingle
pattern. Staple seam as shown in Figure E. Secure
downstream blanket with stapling pattern shown in
Figure D. Stapling pattern shown in Figure D reflects
minimum staples to be used. More staples may be
required to ensure blanket is sufficiently secured to
resist mowers and foot traffic and to ensure blanket is
in contact with soil surface over the entire area of
blanket. Further, critical points require additional
staples. Critical points are identified in Figure G.
Step 6 - Continue Along Slope - Complete
Installation
Overlap adjacent blankets as shown in Figure C and
repeat Step 5. Secure toe of slope using stapling
pattern shown in Figure E. Secure edges of
installation by stapling at 1.0' intervals along the
terminal edge.
FIL
L
S
L
O
P
E
WASTE MATERIAL-COMPACT,
SEED & MULCH AFTER
CONSTRUCTION OF DITCHVAR.
2' - 10'
VAR.
0' - 2'
CROSS SECTIONAL VIEW
2:1
M
A
X
.
2:1 M
A
X.
12"
NOTES:
2' MIN.
12"
1.TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2.SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4.STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM
THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS
NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO
BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
2:1
M
A
X.
2:
1
M
A
X
.
DIVERSION DITCH (NCDENR 6.20)
NOT TO SCALE
EROSION CONTROL NOTES & DETAILS IIIALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
D-08 NCG01 NOTES AND DETAILSTHESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS
DRAWN BY:WZS
CHECKED BY:WZS
DRAWING DATE:
SE PROJECT #:CAROLINA WILDLIFE CONSERVATION PARKUPPER LITTLE RIVER TOWNSHIP HARNETT COUNTY, NORTH CAROLINASHEET NUMBER:
2021-020SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC12/19/21109-06-22PER HARNETT COUNTY COMMENT