HomeMy WebLinkAbout20220303_Ph7_ 1st_Prelim_SubmittalSITE
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PRELIMINARY SUBDIVISION PLAN FOR
SERENITY
DEVELOPER/OWNER
ATTN: MATT BRUBAKER
PHASE 7 PRELIMINARY SUBDIVISION PLANFOR: SERENITY PHASE 7WR PROJECT NO.:02190647GREENFIELD SERENITY LLC.
8601 SIX FORKS ROAD, SUITE 270
RALEIGH, NC 27615
919-815-6469
EMAIL: MBRUBAKER@GREENFIELDCOMMUNITIES.COM
PROJECT ENGINEER
NICK A. JONES, P.E.
WITHERSRAVENEL, INC.
137 S WILMINGTON STREET,
RALEIGH, NC 27601
TELEPHONE: (540) 760-2320
njones@withersravenel.com
LANDSCAPE ARCHITECT
DANIEL WHATLEY
WITHERSRAVENEL, INC.
137 S WILMINGTON STREET,
RALEIGH, NC 27601
TELEPHONE: (919) 469-3340
dwhatley@withersravenel.com
CONTACT LIST
R
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
HARNETT COUNTY, NORTH CAROLINA
MARCH 4, 2022
1" = 800'PINEY
GROVE
RAWLS
RD
(SR
141
4
)ROLLINS RD(SR 1413)SITE DATA
PROJECT:SERENITY SUBDIVISION
PROPERTY LOCATION:PINEY GROVE RAWLS ROAD
PINS:0655-23-9685, 0655-13-8762, 0655-03-4488,
0645-95-9146, 0645-82-8633, 0645-72-7454
ZONING:RA-40, RA-30, CONSERVATION
TOWNSHIP:HECTORS CREEK
PROPOSED USE:RESIDENTIAL
TOTAL TRACT AREA:579.43 ACRES
PRELIMINARY SUBDIVISION NOTES:
SIDEWALKS TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA), PROPERTY
OWNERS ASSOCIATION (POA), CONDOMINIUM OWNERS ASSOCIATION (COA), OR ANY OTHER
ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL
COMMUNITY SIDEWALK OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR
REMOVED BY HARNETT COUNTY/ DEPARTMENT OF PUBLIC UTILITIES/ HARNETT REGIONAL
WATER OR ITS REPRESENTATIVES, AGENTS, OR CONTRACTORS AS A RESULT OF REPAIR/
MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE REPLACED OR
REPAIRED BY THE HOME OWNERS ASSOCIATION (HOA), PROPERTY OWNERS ASSOCIATION
(POA), CONDOMINIUM OWNERS ASSOCIATION (COA), OR ANY OTHER ASSOCIATION
RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY.
APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY OR WASTEWATER
CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY
REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER AND WASTEWATER
SYSTEM TO MEET FUTURE WATER AND WASTEWATER DEMANDS PRIOR TO A PRELIMINARY
PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL.
BOA APPROVAL: 07/09/2018
CONDITIONS:
A.Garage: Each single-family house inside product families S2, S3 & S4 shall provide at least a
standard two-car garage. All other single family houses shall provide at least a one-car garage.
B.Landscaping: Each house shall provide one of the following: A) minimum of one tree for S1 &
S2 product, B) minimum of one tree and four shrubs for S3 & S4, or C) minimum of eight
shrubs.
C.Amenity: Amenity plan shall include a minimum of a cabana, a community pool with
appropriate deck space, children's "tot" lot, lawn areas or ball fields, gazebos, appropriate
parking, and pocket open space areas as outlined on the approved Concept Plan.
D.Mail: Mail pick-up may be provided either by a centralized mail kiosk area, by kiosks placed in
individual sections of the community, or a combination of both (as required by USPS).
E.Setbacks: Lot setbacks should be as follows:
a. S1 Product: minimum 20' front, 15' rear, 12' corner, and side yard options of 1) a
zero-lot-line allowance with minimum 8' aggregate between units, or 2) 4' side setbacks.
b. S2 Product: minimum 20' front, 5' side, 20' rear & 12' corner.
c.S3 Product: minimum 20' front, 5' side, 20' rear & 12' corner.
d. S4 Product: minimum 20' front, 5' side, 20' rear & 12' corner.
F.Lot Ownership: All units will be sold as individual lots.
EMFHMDDQR [ PK@MMDQR [ STQUDXNQR
PREPARED BY:
WithersRavenel
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com
NOTE:
1.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
2.HOMEOWNER'S ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF PARKING
AREAS, DRIVE AISLES, MAIL KIOSK, EASEMENTS/STORMWATER DEVICES, AND ALL
LANDSCAPE BUFFERING.
INDEX OF SHEETS
Sheet Number Sheet Title
C0.0 COVER
C0.1 GENERAL NOTES
C1.0 MASTER EXISTING CONDITIONS
C1.1 OVERALL EXISTING CONDITIONS
C3.0 SUBDIVISION MASTER SITE PLAN
C3.1 SITE PLAN
C4.0 SUBDIVISION MASTER UTILITY PLAN
C4.1 UTILITY PLAN
L1.0 LANDSCAPE PLAN
L1.1 LANDSCAPE DETAILS
SL1.0 OVERALL LIGHTING PLAN
NORT H C A ROLI
N
ANICK A . J O N E SPRO F ESSIO
N
ALE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
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
C0.1GENERAL NOTESEXISTING CONDITIONS NOTES:
1.EXISTING BOUNDARY FROM SURVEY BY TIMMONS GROUP DATED MARCH 8, 2019 AND JUNE 6, 2019.
2.TOPOGRAPHIC INFORMATION FROM SURVEY BY TIMMONS GROUP DATED SEPTEMBER 10, 2018.
3.WETLAND AND STREAM DELINEATION BY CAROLINA ECOSYSTEMS, INC. DATED FEBRUARY 2018.
SURVEYED WETLAND AND STREAM LOCATIONS PROVIDED BY TIMMONS GROUP.
4.THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A FEMA FLOODPLAIN PER FIRM MAPS 3720064500J,
3720065500K, 3720064400J, 3720065400J (EFFECTIVE DATE OCTOBER 3, 2006).
UTILITY NOTES:
1.UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS COMPLETED AS PART
OF THE RIGHT-OF-WAY PLAT.
2.ALL STORM DRAINAGE AND SANITARY SEWER LINES SHALL HAVE 20' EASEMENTS CENTERED ON THE
LINES UNLESS LOCATED COMPLETELY IN ROAD R/W.
3.ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE A RIM ELEVATION OF 2 FEET ABOVE
FINISHED GRADE. MANHOLES ADJACENT TO 100 YR FLOOD PLAIN SHALL BE ELEVATED 2 FEET ABOVE THE
100 YEAR FLOOD ELEVATION.
4.WATER LINE SHALL BE 3-5 FEET FROM EDGE OF PAVEMENT OR BACK OF CURB UNLESS SHOWN
OTHERWISE.
5.LATERAL SEPARATION OF SEWERS AND WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST 10 FEET
LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT A 10-FOOT LATERAL SEPARATION--IN WHICH CASE:
THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER; OR
THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF
THE BOTTOM OF THE WATER MAIN AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER.
6.CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS
OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR
BARRIERS PREVENT AN 24 INCH VERTICAL SEPARATION--IN WHICH CASE BOTH THE WATER MAIN AND
SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS
UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE
POINT OF CROSSING. THE DESIGN SHALL MAINTAIN VERTICAL SEPARATIONS TO SATISFY STATE MINIMUM
REQUIREMENTS WHERE THE DUCTILE IRON PIPE IS USED TO SATISFY THE HRW (HARNETT REGIONAL
WATER) REQUIREMENTS ABOVE.
7.EACH WATER SERVICE SHALL BE EQUIPPED WITH A PRESSURE REDUCING VALVE ON THE PRIVATE SIDE
OF THE METER.
8.ALL NEW UTILITY LINES MUST BE UNDERGROUND.
9.WATER SERVICES SHALL BE INSTALLED PER DETAIL W12 ON SHEET C9.0.
10.INSIDE DROP MANHOLES SHALL BE EPOXY COATED IN ACCORDANCE WITH HARNETT REGIONAL WATER
STANDARD SPECIFICATIONS.
11.WATER AND SEWER MAINS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST HRW WATER AND
SEWER USE ORDINANCE AND THE MASTER UTILITY PLAN.
SUBDIVISION NOTES:
1.SITE LAYOUT IN ACCORDANCE WITH SERENITY MASTER PLAN & DEVELOPMENT GUIDELINES
AMENDMENT DATED JUNE 10, 2019.
2.FOUNDATION SURVEYS WILL BE ON REQUIRED ON ALL LOTS CONTAINING LESS THAN 15,000 SQ.FT.
3.THIS DEVELOPMENT MUST ABIDE BY THE OUTLINE DEVELOPMENT PLAN AS APPROVED BY THE
HARNETT COUNTY BOA, ADDITIONALLY, IT WILL BE REQUIRED THAT THIS DOCUMENT BE RECORDED,
ALONGSIDE THE FIRST PHASE OF THIS DEVELOPMENT.
4.PINEY GROVE RAWLS ROAD IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN.
5.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
6.THE NORTH PORTION OF THIS PROJECT LIES WITHIN HQW, EXCEPT ~3.3 ACRES ALONG PINEY GROVE
RAWLS RD. THE SOUTH PORTION OF THIS PROJECT LIES WITHIN HQW AND WSIV, EXCEPT ALONG PINEY
GROVE RAWLS RD, WHERE ~4.9 ACRES LIE ONLY IN WSIV. MAXIMUM IMPERVIOUS AREA IN WSIV IS 24%.
SITE IS SUBJECT TO LOCAL AND STATE REGULATIONS REGARDING BUILT UPON AREA.
7.THE HOA IS RESPONSIBLE FOR MAINTENANCE AT MAIL KIOSKS & BUS STOP AREA.
8.HOA IS RESPONSIBLE FOR MAINTENANCE OF ALL PRIVATE DRAINAGE EASEMENTS.
9.PROPOSED EASEMENTS SHOWN ON THE PLAT MUST BE IN ACCORDANCE WITH HARNETT COUNTY
REQUIREMENTS.
10.EXISTING STRUCTURES MUST BE REMOVED PRIOR TO FINAL APPROVAL.
11.PROJECT SERVED BY PUBLIC WATER AND SEWER.
12.LOTS UNDER 9,000 SQ.FT. SHALL PROVIDE A FIREWALL IN ACCORDANCE WITH HARNETT COUNTY
REGULATIONS.
13.ANTICIPATED BUILDOUT FOR SERENITY IS 10 YEARS.
14.ONCE THE NEW SNEED LANE IS CONSTRUCTED, TRAFFIC WILL BE ROUTED ALONG THE NEW ROAD. IN
ADDITON TO PAVED ROAD TO REPLACE THE EXISTING DIRT ROAD, NEARER TO THEIR HOUSES. IN
THESE WAYS, SNEED LANE RESIDENTS WILL NOT BE ADVERSELY AFFECTED.
15.HARNETT REGIONAL WATER WILL NOT BE RESPONSIBLE FOR REPAIR OR LANDSCAPING OR SIDEWALK
IMPROVEMENTS AS A RESULT OF MAINTENANCE OF THE WATER OR WASTEWATER FACILITIES. THE
REPAIR OF THE SIDEWALKS AND LANDSCAPING IN THE EVENT OF MAINTENANCE OF THE WATER OR
SEWER UTILITIES WILL BE THE RESPONSIBILITY OF THE DEVELOPER/HOA.
2020 HRW REQUIRED UTILITY NOTES
(REVISION 8 – MARCH 2020)
THE FOLLOWING UTILITY NOTES SHOULD BE ADDED TO THE COVERSHEET OF UTILITY PLANS
FOR PROJECTS LOCATED IN HARNETT COUNTY:
WATER
A.THE FIRE MARSHAL’S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN NEW SUBDIVISIONS.
HOWEVER, HARNETT REGIONAL WATER (HRW) 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 ACCORDANCE WITH 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 (1) – 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 BRAND STAINLESS 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 MAIN. 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 (1) 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 MAIN. 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.
AB.THE DESIGN OF THE WATER AND SEWER MAINS MUST BE IN ACCORDANCE WITH THE LATEST HARNETT REGIONAL
WATER- WATER AND SEWER USE ORDINANCE AND THE UTILITY MASTER PLAN.
SANITARY SEWER
A.THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND SUPPLY A COPY OF THE SEWER PERMIT FOR THE
CONSTRUCTION AND OPERATION OF THE WASTEWATER COLLECTION SYSTEM TO THE UTILITY CONTRACTOR BEFORE
THE CONSTRUCTION OF THE SANITARY SEWER LINE, SEWER LIFT STATION AND ASSOCIATED FORCE MAIN SHALL
BEGIN. THE UTILITY CONTRACTOR MUST POST A COPY OF THE SEWER 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 DURING THE CONSTRUCTION OF THE SEWER SYSTEM IMPROVEMENTS.
B.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 WASTEWATER 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.
C.THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HRW WITH A SET OF NCDEQ APPROVED PLANS MARKED
“RELEASED FOR CONSTRUCTION” AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. HRW WILL STAMP
THE APPROVED PLANS AS “RELEASED FOR CONSTRUCTION” AND PROVIDE COPIES TO THE UTILITY CONTRACTOR.
THE REGISTERED LAND SURVEYOR (RLS) SHALL STAKE OUT ALL LOT CORNERS AND ESTABLISH GRADE STAKES FOR
THE PROPOSED FINISH GRADE FOR EACH STREET AND SEWER LINE BEFORE THE UTILITY CONTRACTOR BEGINS
CONSTRUCTION OR INSTALLATION OF THE MANHOLES, SANITARY SEWER GRAVITY LINE(S), SEWER LIFT STATIONS
AND/OR SANITARY SEWER FORCE MAIN(S). THE GRADE STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM
THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE STREET GRADING OR UTILITY CONSTRUCTION.
D.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 GRAVITY
SEWER LINE(S), MANHOLE(S), SEWER LIFT STATION(S) AND ASSOCIATED FORCE MAIN(S) 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.
E.THE SANITARY SEWER LATERAL CONNECTIONS SHOULD BE INSTALLED 90° (PERPENDICULAR) TO THE SANITARY
SEWER GRAVITY LINES WITH SCHEDULE 40 PVC PIPE. HRW REQUIRES THE UTILITY CONTRACTOR TO PROVIDE THE
PROFESSIONAL ENGINEER (PE) WITH ACCURATE MEASUREMENTS FOR LOCATING SANITARY SEWER SERVICE
LATERAL AND ASSOCIATED EACH SANITARY SEWER CLEAN-OUT. THESE MEASUREMENTS SHOULD BE TAKEN FROM
THE NEAREST DOWNSTREAM MANHOLE UP ALONG THE SANITARY SEWER MAIN TO THE IN-LINE WYE FITTING (OR
TAPPING SADDLE) AND THEN ANOTHER MEASUREMENT FROM THE IN-LINE WYE FITTING (OR TAPPING FEET)TO THE 4”
X 4” LONG SWEEP COMBINATION WYE FITTING AT THE BOTTOM OF THE SEWER CLEAN-OUT STACK. THESE FIELD
MEASUREMENTS MUST BE PROVIDED TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS FROM THE
UTILITY CONTRACTOR FOR PROPER DOCUMENTATION IN THE AS-BUILT RECORD DRAWINGS SUBMITTED TO HRW.
F.THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED SANITARY SEWER GRAVITY
LINE(S), SANITARY SEWER FORCE MAIN(S), SANITARY SEWER SERVICE LATERAL(S) AND ALL ASSOCIATED SEWER
CLEAN-OUT(S) IN THE PROPOSED SANITARY SEWER SYSTEM FOR OTHER UTILITY COMPANIES AND THEIR
CONTRACTORS UNTIL THE NEW SANITARY SEWER LINE(S) AND ASSOCIATED APPURTENANCES HAVE BEEN
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND ACCEPTED BY HRW.
ALL NEW SANITARY SEWER LINES MUST HAVE AT LEAST THREE (3 FT. ) FEET OF COVER AND EXTEND UNDER ALL
EXISTING WATER MAIN AND STORM WATER LINES WITH A LEAST 24” OF VERTICAL CLEARANCE BELOW THE BOTTOM
OF THE EXISTING WATER MAIN AND STORM WATER LINES. ALL DUCTILE IRON SEWER PIPING MUST BE 401 EPOXY
COATED OR APPROVED EQUAL.
G.THE SANITARY SEWER GRAVITY LINE(S), MANHOLE(S), SANITARY SEWER SERVICE LATERAL(S) AND ASSOCIATED
CLEAN-OUT(S) SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE
HARNETT REGIONAL WATER. THE SANITARY SEWER GRAVITY LINE(S) MUST PNEUMATICALLY PRESSURE TESTED
WITH COMPRESSED AIR AT 5 PSI AND THE SANITARY SEWER FORCE MAIN(S) MUST HYDROSTATICALLY PRESSURE
TESTED WITH WATER OR AIR AT 200 PSI. SANITARY SEWER MANHOLES MUST BE VACUUM TESTED TO 10 INCHES OF
MERCURY AND CANNOT DROP BELOW 9 INCHES IN 60 SECONDS FOR 4 FT. DIAMETERMANHOLES, 75 SECONDS FOR 5
FT. DIAMETER MANHOLES. THE TEST MUST BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: FOR DUCTILE
IRON PIPELINES TEST IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF ASTM C924. FOR PVC PIPELINES
TEST IN ACCORDANCE WITH ASTM F1417-98 AND UBPPA UNI-B-6. VACUUM TESTING SHALL BE PERFORMED IN
ACCORDANCE WITH ASTM C1244. THE HRW UTILITY CONSTRUCTION INSPECTOR AND ENGINEER MUST WITNESS ALL
TESTS MENTIONED ABOVE.
H.PRIOR TO ACCEPTANCE, ALL SEWER SERVICE LATERALS WILL BE INSPECTED TO INSURE THAT THEY ARE INSTALLED
AT THE PROPER DEPTH. ALL SEWER CLEAN-OUTS MUST BE INSTALLED SO THE 4” X 4” LONG SWEEP COMBINATION
WYE IS AT LEAST THREE (3’) FEET BUT NO MORE THAN FOUR (4’) FEET BELOW THE FINISH GRADE UNLESS
OTHERWISE APPROVED IN WRITING BY HRW. THE SEWER CLEANOUTS SHALL HAVE A FOUR (4”) SCHEDULE 40 PVC
PIPE STUBBED UP FROM BOTH ENDS OF THE 4” X 4” LONG SWEEP COMBINATION WYE TO BE AT LEAST TWO (2’) FEET
ABOVE THE FINISH GRADE AND COVER EACH END WITH A FOUR (4”) INCH TEMPORARY CAP TO KEEP OUT DIRT, SAND,
ROCKS, WATER AND CONSTRUCTION DEBRIS. THE VERTICAL STACK ON EACH CLEAN-OUT MUST BE PROVIDED WITH A
CONCRETE DONUT FOR PROTECTION.
I.ONCE THE SANITARY SEWER GRAVITY LINE(S) HAVE BEEN INSTALLED, PNEUMATICALLY PRESSURE TESTED AND IN
PLACE FOR AT LEAST 30 DAYS, THE UTILITY CONTRACTOR MUST CONTACT THE HRW UTILITY CONSTRUCTION
INSPECTOR TO WITNESS THE MANDREL TEST ON EACH PVC SANITARY SEWER GRAVITY LINE. THE UTILITY
CONTRACTOR WILL NOTIFY HRW TO SCHEDULE THE MANDREL TESTING. THE MANDREL AND PROVING RING MUST BE
SUPPLIED BY THE UTILITY CONTRACTOR. CLOSED CIRCUIT VIDEO CAMERA INSPECTIONS (AT THE UTILITY
CONTRACTOR’S EXPENSE) MAY BE REQUIRED BY THE HRW UTILITY CONSTRUCTION INSPECTOR IF THE MANDREL
AND MIRROR TAMPING TESTING CANNOT BE COMPLETED WITH SATISFACTORY RESULTS. THE SANITARY SEWER
LINES SHOULD BE FLUSHED CLEAN USING A SEWER BALL OF THE PROPER DIAMETER BEFORE ANY MANDREL
TESTING CAN BE PERFORMED. THE UTILITY CONTRACTOR IS RESPONSIBLE TO REMOVE ALL DIRT, SAND, SILT,
GRAVEL, MUD AND DEBRIS FROM THE NEWLY CONSTRUCTED SEWER LINES EXERCISING CARE TO KEEP THE
HARNETT REGIONAL WATER’S EXISTING SANITARY SEWER SYSTEMS CLEAN. SANITARY SEWER FORCE MAIN(S) SHALL
BE PRESSURE TESTED TO 200 PSI FOR AT LEAST 2 HOURS LIKE WATER LINES.
J.THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED SANITARY SEWER SYSTEM(S)
FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS UNTIL THE NEW SANITARY SEWER SYSTEM(S) HAVE
BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND ACCEPTED BY
HRW.
K.HRW REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH WITH ALL SANITARY SEWER
FORCE MAINS. 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. THE TRACER WIRE IS NOT REQUIRED FOR THE GRAVITY
SEWER LINE(S) BETWEEN MANHOLES.
L.THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (HRW) AND HRW UTILITY CONSTRUCTION
INSPECTOR WITH A SET OF RED LINE DRAWINGS IDENTIFYING THE COMPLETE SEWER SYSTEM INSTALLED FOR EACH
PROJECT. THE RED LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE DEPTHS OF
THE SEWER LINES AS WELL AS THE INSTALLED LOCATIONS OF THE MANHOLE(S), SANITARY SEWER GRAVITY LINE(S),
SANITARY SEWER SERVICE LATERALS, CLEAN-OUTS, SEWER LIFT STATION(S) AND ASSOCIATED FORCE MAIN(S). 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.
M.PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS OR NCDOT
RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO 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 BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER
OPTIC, NATURAL GAS, ETC.).
N.THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH EXISTING UTILITY PIPE OR LINE WHICH MAY CONFLICT
WITH CONSTRUCTION OF PROPOSED SANITARY SEWER 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 SANITARY SEWER 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 OF EXISTING UTILITIES
AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES
IN ACCORDANCE WITH THE UTILITY OWNER’S REQUIREMENTS DURING SANITARY SEWER LINE INSTALLATION,
GRADING AND STREET CONSTRUCTION.
O.WHEN MAKING A TAP ON AN EXISTING SEWER FORCE MAIN, THE UTILITY CONTRACTOR MUST HAVE A PERMIT FROM
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) PRIOR TO BEGIN THE TAP WORK. THE
UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING COMPRESSED AIR OR OTHER INERT
GAS ON THE STAINLESS STEEL TAPPING SLEEVE AND GATE VALVE PRIOR TO MAKING THE TAP ON AN EXISTING
SANITARY SEWER FORCE MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HRW UTILITY
CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING
SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE ON SANITARY SEWER FORCE MAINS IN HARNETT COUNTY. THE
UTILITY CONTRACTOR SHALL USE ROMAC BRAND STYLE “CB” SEWER SADDLES WITH STAINLESS STEEL BANDS OR
APPROVED EQUAL FOR ALL TAPS MADE ON EXISTING SANITARY SEWER GRAVITY LINES IN HARNETT COUNTY.
P.THE UTILITY CONTRACTOR SHALL PROVIDE A GREASE TRAP FOR EACH SANITARY SEWER SERVICE LATERAL THAT
WILL BE CONNECTED TO A RESTAURANT, FOOD PROCESSING FACILITY AND ANY OTHER COMMERCIAL OR
INDUSTRIAL FACILITY AS REQUIRED BY THE HARNETT COUNTY FAT, OIL & GREASE ORDINANCE. THE GREASE TRAP
MUST BE RATED FOR A MINIMUM CAPACITY OF AT LEAST 1,000 GALLONS UNLESS OTHERWISE APPROVED IN WRITING
BY THE HRW PRE-TREATMENT COORDINATOR. GARBAGE DISPOSALS SHOULD NOT BE INSTALLED IN HOMES AND
BUSINESSES THAT DISCHARGE WASTEWATER TO THE HARNETT REGIONAL WATER’S SANITARY SEWER SYSTEM AS
THEY ARE NOT APPROVED BY HRW.
Q.EACH SEWER LIFT STATION MUST BE PROVIDED WITH THREE PHASE POWER (AT LEAST 480 VOLTS) AND
CONSTRUCTED TO MEET THE MINIMUM REQUIREMENTS OF THE LATEST VERSION OF THE NATIONAL ELECTRICAL
CODE AND HARNETT REGIONAL WATER STANDARD SPECIFICATIONS AND DETAILS. IF THREE PHASE POWER IS NOT
AVAILABLE FROM THE POWER COMPANY OTHER ARRANGEMENTS MUST BE APPROVED BY HRW ENGINEERING PRIOR
TO THE START OF CONSTRUCTION.
R.WHERE A NEW SANITARY SEWER FORCE MAIN IS CONNECTED TO AN EXISTING MANHOLE IN THE HARNETT REGIONAL
WATER SEWER COLLECTIONS SYSTEM, THE UTILITY CONTRACTOR MUST PROVIDE A PROTECTIVE COATING (EPOXY)
FOR THE INTERIOR SURFACES OF THE MANHOLE TO PROTECT IT AGAINST CORROSION, EROSION AND
DETERIORATION FROM THE RELEASE OF SEWER GASES SUCH AS METHANE AND HYDROGEN SULFIDE.
S.THE SEWER LIFT STATION DESIGN AND ASSOCIATED EQUIPMENT MUST MEET OR EXCEED THE MINIMUM
REQUIREMENTS FOR HARNETT COUNTY SEWER LIFT STATIONS. EACH SANITARY SEWER LIFT STATION MUST BE
CONSTRUCTED WITH AN ALL-WEATHER ACCESS ROAD THAT IS AT LEAST 20 FEET WIDE. THE LIFT STATION SITE MUST
BE COVERED WITH WEED BLOCKING MATERIAL AND AT LEAST SIX (6”) INCHES OF ABC STONE (CRUSH AND RUN).
T.ONCE A SEWER LIFT STATION HAS BEEN INSTALLED, THE UTILITY CONTRACTOR IS RESPONSIBLE TO SCHEDULE A
DRAW DOWN TEST WITH HRW ENGINEERING AND COLLECTIONS STAFF, THE PROFESSIONAL ENGINEER (PE), THE
ELECTRICIAN, THE ORIGINAL EQUIPMENT MANUFACTURERS (OEM) REPRESENTATIVES [FOR BOTH THE PUMPS AND
THE GENERATOR]. THIS DRAW DOWN TEST MUST BE COMPLETED WITH POWER SUPPLIED FROM THE ELECTRICAL
UTILITY COMPANY AND WITH POWER SUPPLIED BY THE EMERGENCY GENERATOR WITH SATISFACTORY RESULTS
BEFORE FINAL INSPECTIONS ARE CONDUCTED BY THE HRW UTILITY CONSTRUCTION INSPECTOR.
U.ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT STATION, THE PROFESSIONAL
ENGINEER (PE) MUST SUBMIT THE SEWER PERMIT CERTIFICATION AND AS-BUILT RECORD DRAWINGS TO THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND HRW FOR FINAL APPROVAL. THE UTILITY
CONTRACTOR MUST SUPPLY HRW ENGINEERING STAFF WITH THREE ORIGINAL OPERATION & MAINTENANCE (O&M)
MANUALS ALONG WITH THE ASSOCIATED PUMP CURVES AND ELECTRICAL SCHEMATICS FOR THE ASSOCIATED
SEWER LIFT STATION EQUIPMENT INCLUDING ALL WARRANTY INFORMATION AND DOCUMENTATION.
V.ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT STATION, THE DEVELOPER MUST
PAY HRW THE ESTABLISHED SYSTEM CONTROL AND DATA ACQUISITION (SCADA) FEES BEFORE THE SCADA SYSTEM
WILL BE INSTALLED AT THE NEW SEWER LIFT STATION. THE SCADA SYSTEM MUST BE INSTALLED AND OPERATIONAL
BEFORE THE UTILITIES MAY BE ACCEPTED BY HRW AND PLACED INTO OPERATION.
W.HRW REQUIRES THE UTILITY CONTRACTOR TO PROVIDE ALL NECESSARY EQUIPMENT AND DEVICES FOR THE
TESTING AND INSPECTION OF THE SANITARY SEWER SYSTEM. THE EQUIPMENT AND DEVICES MAY INCLUDE BUT NOT
LIMITED TO LAMPING WITH MIRRORS, MANDRELS, SEWER BALLS, PLUGS, AIR COMPRESSORS AND ASSOCIATED
COMPRESSED AIR LINES. IF THE HRW UTILITY CONSTRUCTION INSPECTOR DEEMS THAT A CLOSED CIRCUIT VIDEO
CAMERA INSPECTION OF THE NEWLY CONSTRUCTED SEWER SYSTEM IS NECESSARY, THEN ALL COSTS FOR THE
CLOSED CIRCUIT CAMERA INSPECTION WILL BE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR. ALL CLOSED
CIRCUIT VIDEO CAMERA INSPECTIONS MUST BE RECORDED ON VHS TAPES THAT WILL RELEASED TO HRW FOR
RECORD KEEPING, REVIEW AND APPROVAL OF THE SEWER SYSTEM.
X.ANY USE OF SEWER PLUGS TO TEMPORARILY BLOCK HARNETT REGIONAL WATER’S EXISTING SANITARY SEWER
LINES MUST BE COORDINATED WITH THE HRW COLLECTIONS SUPERVISOR AT LEAST TWO (2) DAYS IN ADVANCE OF
INSTALLING THE PLUGS. THE SEWER PLUGS MUST BE REMOVED AS SOON AS POSSIBLE ONCE THE NEW SANITARY
SEWER LINES HAVE BEEN INSPECTED, PRESSURE TESTED, MANDREL TESTED, APPROVED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND ACCEPTED BY HRW TO ALLOW THE SEWER TO FLOW AS
DESIGNED IN HARNETT REGIONAL WATER’S EXISTING SANITARY SEWER LINES OR WHEN SO ORDERED BY THE HRW
COLLECTIONS SUPERVISOR TO LIMIT INTERRUPTIONS TO THE NORMAL FLOW OF THE SANITARY SEWER COLLECTION
SYSTEM(S). THE UTILITY CONTRACTOR MUST PROVIDE THE PUMPS HOSES AND NECESSARY CONNECTORS FOR A
TEMPORARY PUMP AROUND SETUP IF REQUIRED BY THE HRW COLLECTIONS SUPERVISOR. MR. RANDOLPH CLEGG,
HRW COLLECTIONS SUPERVISOR MAY BE CONTACTED BETWEEN 8:00 AM AND 5:00 PM MONDAY THROUGH FRIDAY AT
(910) 893-7575 EXTENSION 3241.
Y.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO LEAKAGE OR DAMAGE
RESULTING FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY PERIOD ONCE THE SEWER SYSTEM
IMPROVEMENTS HAVE BEEN APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
(NCDEQ) AND ACCEPTED BY HRW. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE
TO DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW SANITARY SEWER LINES AND ASSOCIATED
APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE SANITARY SEWER LINES HAVE BEEN
APPROVED BY NCDEQ AND ACCEPTED BY HRW. HRW WILL PROVIDE MAINTENANCE AND WARRANTY REPAIRS IF
NECESSARY DUE TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY MAIN. HRW WILL
INVOICE THE DEVELOPER AND/OR UTILITY CONTRACTOR FOR MATERIALS AND LABOR IN SUCH CASES.
Z.IN DEVELOPMENTS AND PROJECTS THAT REQUIRE UTILITY EASEMENTS TO BE ESTABLISHED FOR FUTURE HRW
RIGHT-OF-WAY, THE REGISTERED LAND SURVEYOR (RLS) MUST PROVIDE THE HRW RIGHT-OF-WAY AGENT WITH AN
OFFICIAL COPY OF THE RECORDED PLAT AND LEGAL DESCRIPTION OF THE SAID EASEMENT AS RECORDED WITH THE
HARNETT COUNTY REGISTER OF DEEDS. THE RECORDED DOCUMENTS MUST BE PROVIDED TO THE HRW
RIGHT-OF-WAY AGENT BEFORE THE UTILITY IMPROVEMENTS WITHIN THE SAID EASEMENT CAN BE PLACED INTO
OPERATION. ANY AND ALL EASEMENTS THAT MUST BE OBTAINED FROM ADJOINING PROPERTY OWNERS MUST BE
PROVIDED TO HRW BY THE DEVELOPER AT NO COST TO HARNETT COUNTY. THE FINAL INSPECTION OF ALL SANITARY
SEWER 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.
SANITARY SEWER INSTALLED WITHIN 50 FEET OF WETLANDS OR WATER SUPPLY STREAM
NOTES:
1.GRAVITY SEWER PIPE SHALL BE CONSTRUCTED OF WATER MAIN EQUIVALENT PIPE MATERIALS, AS
DESIGNATED ON THE PLANS. PIPE SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS OF 1.5
TIMES WORKING PRESSURE. THIS SHALL BE BASED ON MAXIMUM DEPTH OF THE PIPE TO THE 100 YEAR
FLOOD ELEVATION IN FEET TIMES 1.5 DIVIDED BY 2.31 OR AS DESIGNATED IN THE PLAN SHEETS.
2.MANHOLES SHALL BE PROVIDED WITH A WATERTIGHT FRAME AND COVER WITH GASKET.
3.ALL MANHOLE SEAMS SHALL BE TAPED/SEALED WITH A 12-INCH WIDE EXTERIOR JOINT WRAP.
4.MANHOLES SHALL BE PROVIDED WITH A FULL WATERPROOF INTERIOR COATING/LINING APPROVED BY
HARNETT COUNTY.
5.WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED CONSISTING OF A FLEXIBLE RUBBER BOOT OR
COMPRESSION TYPE CONNECTOR.
6.ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH ASTM C1244 STANDARD TEST METHOD FOR
CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST PRIOR TO BACKFILL.
7.NO DOG HOUSE TYPE MANHOLES ARE ALLOWED.
8.ALL MANHOLES NOT INCLUDED AS PART OF THE UNITED STATES CORPS OF ENGINEERS 404 PERMIT OR
DIVISION OF WATER RESOURCES 401 CERTIFICATE SHALL MAINTAIN A SEPARATION OF NO LESS THAN 10
FEET FROM TOP OF STREAM BANK.
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phases 1,2,6\C0.0 - C0.1 COVER & GENERAL NOTES.dwg- Thursday, March 3, 2022 12:17:57 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
WR
WR
NOR T H C A ROLI
N
ANICK A . J O N E SPRO F ESSION
A
LE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
W
WGGGGGGGGGGGGGGGG
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGW
T
W W W W
W
W W
W
W
W W W
WWWWWWWWWW W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW380380390
400410380
380
390
390
310310320
3203303303
3
0
3
4
0
3
4
0
3
4
0
35035035036036036037037037
0
300
300
310
310
310
31
0
320
320
320
320
330
330
330
330340
340340
350
350350
360
360360
370
370370
27028029030031032
0330340350
360360370380 3
9
0
370
380390390
3
4
0
35
0
36
0 37
0 380320330340
3503
5
0 3503503
6
0
3603
6
0 3603
7
0
37
0 370370
380380380
3
8
0
3
8
0 380370
380
390380380
390
390340340350350350
3603603603703703803803303303403403503503603603703503603
7
0 380390
31031032032033033034034034034035035035035036036036036037037037037037038038038038038039039039040041042039040033
0340350360370
3803
8
0
3
8
0
39039039033
0
330340
3403503503603703802
9
0
300
31032
0
330
34
0
3
5
0
3
6
0
270280290300310320330340
31
0
320
330
340
2502
5
0
260
26
0
270270 280290290290 300310
32
0 330270
28
0
290
300
310
320
330 340290300310320330340300310320330340
350
360
370
3
8
0
3
7
0
3
7
0
38
0
390
360
360
370
370
380
380
39
0
400
410
420
280
290
30
0
310
320
330
3
4
0
350 340340350350350350360360370370380360
370
380
390
3
2
0 33034035036
0
370
3
8
0 380380S88°12'44"E
209.96'
S2°09'01"W
74.02'S88°12'50"E
209.96'S2°11'04"W429.30'S89°20'37"E
296.65'
S89°20'37"E
520.43'
N85°27'09"E
42.10'
N85°11'18"E
11.64'
S89°27'48"E
21.06'
S89°18'05"E 988.04' TOTAL
S3°23'38"W 551.36'TOTALS67°11'28"W
50.05'S2
7
°
2
7
'2
1
"E37
1
.
52
'S2°21'02"W 717.72' (TOTAL)277.77'439.95'387.83
'
519.69'
N89°34'29"W
558.01' (TIE)
N89°14'29"W
258.96'
N88°20'49"W
16.93'N2°39'22"E 1320.44'N2°17'55"E 2189.15'S87°55'38"E 981.61' TOTAL
539.76'S0°32'52"W 481.01'S1°13'43"W
29.80'
N68°10
'
3
6
"
E
9
0
7
.
5
2
'
T
O
T
A
L
887.81'163.62'139.32'155.92'92.50'N89°51'42"E
279.74'
56.15'
223.59'S89°56'55"W 1018.47'
S89°14'41"E 680.01'N20°19'11"W
10.21'N89°53'53"W 855.29' TOTAL
203.75'133.28'103.70'103.00'103.37'208.19'
S80°51'08"W
4
8
3
.
2
4
'
S80°40'02"W
1
4
5
8
.
5
6
'S0°22'58"W272.62'S0°07'02"E406.87'S0°07'02"E 1058.35'S0°07'02"E
50.00'S1°56'40"W 1570.77'N88°36'27"W 940.92'
S86°27'05"E
218.00'
N1°32'55"E
143.00'S2°35'32"W 557.37' TOTAL367.55'140.05'S68°
5
1
'
4
5
"
E
401.
4
0
'S89°44'17"E
21.22'
S67°11
'
2
8
"
W
4
7
4
.
3
8'
S89°56'55"W
109.83'
124.59'129.29'187.97'
100.23'
49.77'
21.22'
S88°20'45"E 402.86'
11
23
5
4
6
7 8 9 10 11 12
13
14
15 16 17
18 19
20
21
22 23 24 25 26 27 28 30
31
32
52
51
50
49
48
47
46
45 44 43 42 41 40 39 38 37 36 35 34
53
54
55
56
57
58 59
60
61
62
63
63
29
6566
67
68
69
64
180'
POWER LINE
EASEMENTPOWERL
INE
EASEMENTDB 72
6
PG
5
3
3
POWERLINE
EASEMENTDB 7
25
PG
605
HECTO
R
C
R
E
E
K HECTOR CREEKNORFO
LK
SOUTHERN
RA
I
LROADFAYETTEVI
L
LE
BRANCH
-
1
00
'
PR
IVATE
R
/W
(MB
98
PG
57
3
)PINEY
GROVE
RAWLS
ROADSR 1
4
14
-
6
0
'
PUB
L
IC
R
/W
(MB
9
8
PG
5
73
)TAR KILN BRANCHROLLINS ROADSR 1413 - 60' PUBLIC R/WPROPERTY LINE IS
CENTERLINE OF
BRANCH CREEK
PROPERTY LINE IS
CENTERLINE OF CREEK
EXISTING WETLANDS
(TYP.)
200' CONSERVATION
DISTRICT EACH SIDE
OF CREEK
APPROXIMATE
LOCATION OF
UNDERGROUND
NATURAL GAS LINE
EXISTING
60' GAS LINE
EASEMENT
EXISTING
CEMETERY
WELL TO BE
ABANDONED
BY OTHERS
EXISTING
STRUCTIRES
EXISTING
GRAVEL ROAD
SNEED LANE
30' CONSERVATION
DISTRICT EACH SIDE
OF CREEK
30' CONSERVATION
DISTRICT EACH SIDE
OF CREEK
100' CONSERVATION
DISTRICT EACH SIDE
OF CREEK
EX. POND
EX. POND
100' CONSERVATION
DISTRICT EACH SIDE
OF CREEK
70
SCM 7
SCM 8
SCM 9
SCM 7
SCM 8
SCM 9
SCM 11
SCM 7
SCM 8
SCM 9
SCM 10
SCM 12
SCM 13
SCM 14
SCM 14
SCM 16
LEGEND
PROPERTY LINE
ACCESS EASEMENT
GAS LINE EASEMENT
POWER LINE EASEMENT
EXISTING WETLANDS MASTER EXISTINGCONDITIONSC1.01 inch = 400 ft.
400
GRAPHIC SCALE
0 200 400 800
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phases 1,2,6\C1.0 - C1.1 EXISTING CONDITIONS.dwg- Thursday, March 3, 2022 12:42:10 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.comEngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
WR
WR
NOR T H C A ROLI
N
ANICK A . J O N E SPRO F ESSION
A
LE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTIONNORTH C A RO
L
IN
ANICK A . J O N E SPRO F ESSION
A
LE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
EXISTING BUILDING
GAS STRUCTURE
WGGGGGGGGGGGGGGGGGG
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGT
W W W W W W W
W
W
W
W
W W W
W
W
W
W
W
W W W W W W
W
WWWWWWWWWWWWWWWW3
10 3203303303
4
0
3
4
0
35035036036037037
0
310
31
0
320
320
330
330
340
340350
350360
360370
370
370
380390390
3
4
0
35
0
36
0
3
70 380320330340
3
5
0 3503503
6
0
36036037
0 3703
70
380380380
3
8
0 380370
380
390380380
390
390340340350350350
360360360370370
3803803303303403403503503603603703503603
7
0 380390
310310 320320330330340340340340350350350350360360360360370370370370370380380380380380390390390400410420390400330340350360370
3803
8
0
3
8
0
3903903902
9
0
300
310
32
0 290300310320330340300310320330340
350
360
370
3
80
380
320
330
3
4
0
350 340340350350350350360360370370380360
370
380
390
3
2
0 33034035036
0
370
3
8
0 3803801
23
5
4
6
7 8 9 10 11 12
13
14
15 16 17
18
19
20
21
22 23 24 25 26 27 28 30
31
32
52
46
45 44 43 42 41 40 39 38 37
53
54
55
29
6566
67
68
69
180' POWER
LINE EASEMENTPOWER
L
IN
E
E
AS
EMEN
TDB
7
2
6
PG
5
3
3
POWERL
INE
EASEMENTDB 725
PG
6
05
HECT
O
R'
S
C
R
E
E
K HECTOR'S CREEKEXISTING
WETLAND (TYP)
EXISTING
WETLAND (TYP)
200' CONSERVATION
DISTRICT BUFFER
200' CONSERVATION
DISTRICT BUFFER
EXISTING
STRUCTURE TO BE
REMOVED
EXISTING
GRAVEL DRIVE
30' STREAM
CONSERVATION DISTRICT
EACH SIDE OF CREEK
100' CONSERVATION
DISTRICT BUFFER
100' CONSERVATION
DISTRICT BUFFER
30' STREAM
CONSERVATION DISTRICT
EACH SIDE OF CREEK
PROPERTY LINE IS
CENTERLINE OF
BRANCH CREEK
EXISTING WETLANDS
(TYP.)
200' CONSERVATION DISTRICT
EACH SIDE OF CREEK
APPROXIMATE LOCATION OF
UNDERGROUND
NATURAL GAS LINE
EXISTING
60' GAS LINE EASEMENT
EX. POND
EX. POND
HECTOR CREEK
EXISTING WATER
STRUCTURES TO BE
ABANDONED
EXISTING ELECTRIC
STRUCTURE TO REMAIN
EXISTING MAILBOX
EXISTING
GRAVEL ROAD
EXISTING ACCESS
PATH
EXISTING FARM
PATH TO REMAIN
EXISTING 60'
GAS LINE
EASEMENT
EXISTING WATER
STRUCTURES TO REMAIN
EXISTING WATER MAIN
TO BE ABANDONED
EXISTING WATER MAIN
TO REMAIN IN SERVICE
EXISTING
STRUCTURE EXISTING
STRUCTURE
EXISTING
STRUCTURE
EXISTING
GRAVEL ROAD
EXISTING
STRUCTURE
EXISTING
STRUCTURE
SCM 7
SCM 8
SCM 9
SCM 7
SCM 8
SCM 9
SCM 7
SCM 8
SCM 9
SCM 12
PROPERTY LINE
ACCESS EASEMENT
GAS LINE EASEMENT
POWER LINE EASEMENT
EXISTING WETLANDS OVERALL EXISTINGCONDITIONSC1.1
GRAPHIC SCALE
1 inch = 200 ft.
200 0 100 200 400
LEGEND
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phases 1,2,6\C1.0 - C1.1 EXISTING CONDITIONS.dwg- Thursday, March 3, 2022 12:41:44 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.comEngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
WR
WR
NOR T H C A ROLI
N
ANICK A . J O N E SPRO F ESSION
A
LE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTIONNORTH C A ROLI
N
ANICK A . J O N E SPRO F E SSIO
N
ALE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
EXISTING BUILDING
GAS STRUCTURE
833
832
739
738
735
811
819
812
824
813814815816
817
810
818
806
807
808
809
831830829
793
792
791
790
797
789
784
787
786
785
842
850
843
844
845
846
847
840
848
841
849
783
782
781
780
779
778
777
855
836
854
835
853
834 852
856
851
839838837
747
762
755
756
757
743
758
744
759
745
760
746
761
740
820823
825
822
826
821
827
754
753
752
751
748
883
884
885
886 887 888
881
889
882
890
874
875
880
879
878
877
876
715
723
731
716
724
732717
725
733
718
726
713
719
727
720
728721
729
714
722
730
749
750
859
867
860
868
861
869
862
870
863
871
864
872
857
865
873
858
866
711
699
689
710
698
688
709
697
687
708
696
686
707
695
706
703
694
705
702
692
712
704
700
690
764 765
737
736
734
742
741
693
691
701
768767766
805804803802799801800798
828
763
769
771772
770
773774775776
795 796794
788
597
669
606
538
589592
591
539
550548
555
554
549
542
568
566 562
569
636
639
637
638
628
629
558559 556557
537
593
594
595
596 600
590 587
598
563
588
599
560
586
601
561
634 633635
653
652
651
650
649
648
655
641
654
570
579
571
580
572
581
573
582
574
583
575
576
578
625
624
623
621
620
619
627
626
609
616613
604608
617
607 603
614 618
602610
615612
605
611
536 535
656
667
660657
661
666 662
658
665 664
659
671 675
683 679
672 676
682
677673
678685681
670 674
684 680
541
622
646
642
643
644
645
647
577
551
640
584
632
373
631
630
545
547
546
543
544
540
668 663
565
567 564
552
553
585
101
102
104 103
105
8
7
6
5
4
3
2
9
1
62
66
61
65 60
64
59
63
58
69
68
67
111
94 86
50
110
93
57
49
109 92
56
48
99 91
55
47
115
98 90
54
114
97 89
53
113 96 88
52
112 95 87
51
424140
39 46
38
45
37
4443
12
1314
1011
119 118
117
124
123
122
121
120
33
31
32
36
34
35
116
80
75
76
74
71
82 83 84
77
79 8178
2930
27
28
26 25 24 22
16 1715
18
19
23
20
21
73
106
107 108 100
72
70
85
463
481480479
466 469468467
464 465
510
517 516 515 514 513 512 511
501
506
504
505
508
507
509
500
497 496 495 494 493 492
498
478477
533
534
531
532
521 524
491 490 489 488 487 486 485 484 483 482
518
519
520
476475474473472
530
522 523
502
529
528 499
503526
525
470 471
527
597
669
606
538
589592
591
539
550548
555
554
549
542
568
566 562
569
636
639
637
638
628
629
558559 556557
537
593
594
595
596 600
590 587
598
563
588
599
560
586
601
561
634 633635
653
652
651
650
649
648
655
641
654
570
579
571
580
572
581
573
582
574
583
575
576
578
625
624
623
621
620
619
627
626
609
616613
604608
617
607 603
614 618
602610
615612
605
611
536 535
656
667
660657
661
666 662
658
665 664
659
671 675
683 679
672 676
682
677673
678685681
670 674
684 680
541
622
646
642
643
644
645
647
577
551
640
584
632
373
631
630
545
547
546
543
544
540
668 663
565
567 564
552
553
585
833
832
739
738
735
811
819
812
824
813814815816
817
810
818
806
807
808
809
831830829
793
792
791
790
797
789
784
787
786
785
842
850
843
844
845
846
847
840
848
841
849
783
782
781
780
779
778
777
855
836
854
835
853
834 852
856
851
839838837
747
762
755
756
757
743
758
744
759
745
760
746
761
740
820823
825
822
826
821
827
754
753
752
751
748
883
884
885
886 887 888
881
889
882
890
874
875
880
879
878
877
876
715
723
731
716
724
732717
725
733
718
726
713
719
727
720
728721
729
714
722
730
749
750
859
867
860
868
861
869
862
870
863
871
864
872
857
865
873
858
866
711
699
689
710
698
688
709
697
687
708
696
686
707
695
706
703
694
705
702
692
712
704
700
690
764 765
737
736
734
742
741
693
691
701
768767766
805804803802799801800798
828
763
769
771772
770
773774775776
795 796794
788
833
832
739
738
735
811
819
812
824
813814815816
817
810
818
806
807
808
809
831830829
793
792
791
790
797
789
784
787
786
785
842
850
843
844
845
846
847
840
848
841
849
783
782
781
780
779
778
777
855
836
854
835
853
834 852
856
851
839838837
747
762
755
756
757
743
758
744
759
745
760
746
761
740
820823
825
822
826
821
827
754
753
752
751
748
883
884
885
886 887 888
881
889
882
890
874
875
880
879
878
877
876
715
723
731
716
724
732717
725
733
718
726
713
719
727
720
728721
729
714
722
730
749
750
859
867
860
868
861
869
862
870
863
871
864
872
857
865
873
858
866
711
699
689
710
698
688
709
697
687
708
696
686
707
695
706
703
694
705
702
692
712
704
700
690
764 765
737
736
734
742
741
693
691
701
768767766
805804803802799801800798
828
763
769
771772
770
773774775776
795 796794
788
1004
921
922
920
936
1113
1112
937
938
941
940
939
943
942
1148
1149
1150
1151
919
916
911
910
909 908
912
918
914 915
903
907
906
897 896
895
1027
1028
1029
1025
1026
1010
1006
1005
1001
1003
1002
995
894996
893
891
892
999
1007
899
900
898
1124
1115
1123
1122
1121
1120
1119
1127
1118
1125
1117
1021
1013
1016
1020
1015
1024
1011
1008
1019
1023
1018
1009
1012
1022
1017
1014
1032
1031
1030
997
998
1033
1000
1129
1128
1126
1132
1116
1114
1131
1133
904905
901
902
917
923
924
1130
994
990
991
992
993
1055
1047
1054
1046
1053
1045
1052
1044
1051
1043
1050
1042
10581057
1049
1038
1056
1048
1035
1036
1041
1040
1039
1037
989
981
988
987
980
977
985
976
983
974
982
973
986
984
979
978929931927928926933932
934
930
935
1102
1098
1105 1100
1099
1101
961960 967966965964963962
959
958
957
956947948949
952
950
945
946
1084
955
954
953
951
1083
1085 1088
1080
1087
1081
1086
1082
944
10931092 1097
1106 1103
1091 1095
1107 1104
1090 10941089
1108
1096
925
1064 1060
1076
1070
1065 10611066
10781075
106210671063
1073
1077
1068
1074
1072
1071
1079
1069
1034
1152
1153
1143
1135
1142
1134
1141
1147
1140
1146
1139
1145
1138
1144
1137
1136
1176
1169
1161
1175
1168
1160
1167
1159
1166
11581180
1172
1165
1157
1179
1171
1164
1156
1178
1163
1155
1177
1170
1162
1154
1111
1110
913
972
971
970
968 969
975
1181
1174
1173
1109
133
417
134 269
415 416
455
456
371
370
367
368
446
301
302
303
298
333
296
297
295
131
130
227
226
228
231
242
339
245
340 336337338
243
252 251 250 249
248
235
234
233
232
230 185
268
253254255256
137
138
139
140
141
142
159
167
149
160
169
150
161
143
151
162144
152
163145
153
164
146
154
157
165
147
155
158
166
148
156
129
128
168
170
394
178
211212
210
175
172
173
171
257258259260261262263264265266267
270
271 272
229
247
246
239
240
241
225
222
215
223
237 219
216
236 221 220
217218
213214
179
180
182
184
187
183
174
208
200
207206205204
203
202
209
201
181
186
188
176 198
192
199
193
189
194
190
195177196
191
197
304
450
449460
459
458
457
462
461
287
288
289
290
291
284
292
285
293
286
294
366
346
299
300
306
305365
447
448
341
334
335
280
281
274
282
275
276
277
278
279
396
395
324
328 307
327 323
372
326
331 373
325
329 374330
332
369
375
391
383
390
382
389
381
388
380
387
379
386
378
393
385
377
392
384
376
409
434
435
437
438439440441
429 428 427422
418 419 420 421402
403
404
405
400
401
398399
431
432433
397
430
408
407
406
424 425 426
444
443
442
126
127
125
414413412411
410
423
132
135
136
224
342 343
344
347
345364
244
238
436
273
445
283
451
452
453
454
WASTEWATER PUMP STATION
(BY OTHERS)
51, 340 SF
1.18 AC
RAINBROOK
REFLECTION PKWY
RAINWATER RID
GE
REFLECTION PKWY
HAMMOCK POINT
PAINTEDSKY LANESILENT
CREEK
RUNRESTFUL POINTCOZY HAVENPEBBLE CREEKPEBBLE CREEK PKWYCHEERFUL LANELANDSCAPE DRIVEGLENBROOK LANE
LAVENDER WAY
CIR
C
L
E
WANDERING WAY
WHIMSI
C
A
L
COUR
T
SANDY
W
O
O
D
D
R
SCM 8
SCM 9
SCM 11
SCM 10
SCM 5
SCM 6
SCM 7
SCM 12
SCM 13
SCM 15
SCM 14
SCM 16STONE VALLEYGINGER COURT WATERSTONE LANEGLADSTONE LOOPBERGAMOT
DRIVE LEMONGRASSSTILLNESSSWEET ROSE WAYCHICKORY LOOPMINDFUL PLACE
WAY
COVE
363
362
359
352
351
350
354
355
356
361 360
353
358 357 348
349
315
316
318
317
322321
308309310311
312313314
320
319
SCM 3
SCM 4
SCM 1
DAYDREAMSNEED LANE PINEY
GROVERAWLS ROADSR 14
14
-
6
0
'
PU
BL
IC
R
/W
(MB
9
8
PG
5
7
3
)ASHBROOK CIRCLESERENI
T
Y
W
A
L
K
P
A
R
K
W
A
YTRANQUIL
ITY
WAY
TURNI
N
G
L
E
A
F
ELM G
R
O
V
E
T
R
ANQ
U
I
L
I
TY
W
AY
STRE
A
M
SI
D
E
T
E
R
R
A
C
E
WISTERIA SERENE CROSS
ING
WINDC
HI
M
E
CI
R
C
L
E
DAYBR
E
A
K
W
A
YSHADYCOURT SERENITY WALK PARKWAY
RELAXING WELCOME DR
IVE
CONTENTMENT
LANE
INSPIRATION W
A
Y
RETREAT DRIVECALMING PLACECROSSINGGLEN EDEN
COURT COMFORTCOURTPLACE
SERENDIP
ITY
DR
I
V
E
MINGCHARCREE
K
W
A
Y
COURT
CIRCLE
PLACEROLLINS ROADSR 1413 - 60' PUBLIC R/WPOWERL
INE
EASEMENTDB 72
6
PG
5
3
3
POWERLINE
EASEMENTDB 7
25
PG
605
SITE DATA
OWNERS/ SUBDIVIDERS/ DEVELOPER:
GREENFIELD SERENITY LLC
MATT BRUBAKER
8601 SIX FORKS RD, SUITE 270
RALEIGH, NC 27615
PHONE: 919-815-6469
ENGINEER:
NICK A. JONES, P.E.
WITHERSRAVENEL, INC.
137 S WILMINGTON STREET,
RALEIGH, NC 27601
TELEPHONE: (540) 760-2320
njones@withersravenel.com
PIN #s = 0665-23-9685, 0655-13-8762,
0655-03-4488, 0645-95-9146, 0645-82-8633,
0645-72-7454
FIRM MAP# = 3720064400J,
3720065400J, 3720065500J
LEGEND
PROPERTY LINE
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PERIMETER BUFFER
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
TOTAL EXISTING TRACT ACREAGE = 579.43 AC
EXISTING LAND USE = VACANT
EXISTING ZONING = R40, RA-30, CONSERVATION
LAND USE CLASSIFICATION = AGRICULTURAL & LOW DENSITY
RESIDENTIAL/ ENVIRONMENTALLY SENSITIVE
TOTAL LOTS PROPOSED = 1,190
MAXIMUM ALLOWED DENSITY = 2.39 du/a
PROPOSED DENSITY = 2.05 du/a
MINIMUM LOT SIZE REQUIRED = 6, 020 sq.ft.
4 PROVIDED LOT SIZES -
43' X 145' LOTS
50' X 140' LOTS
65' X 140' LOTS (60' X 140' LOTS IN ACTIVE ADULT AREA)
95' X 140' LOTS
REQUIRED OPEN SPACE = (546.28 ac)(35%) = 191.20 acres
PROVIDED OPEN SPACE = 192.24 ac (35.2%)
REQUIRED IMPROVED OPEN SPACE = (191.20 ac)(10%) = 19.12 acres
PROVIDED IMPROVED OPEN SPACE = 24.70 acres (12.8%)
1 inch = 400 ft.
400
GRAPHIC SCALE
0 200 400 800
NOTES:
1.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
2.DEVELOPMENT WILL BE SERVED BY A 1,000 GPM SANITARY SEWER LIFT STATION (BY
OTHERS).
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phases 1,2,6\C3.0 SUBDIVISION MASTER SITE PLAN.dwg- Thursday, March 3, 2022 3:49:22 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.comEngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
WR
WR
NOR T H C A ROLI
N
ANICK A . J O N E SPRO F ESSION
A
LE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTIONSUBDIVISION MASTER SITEPLANC3.0
26+00
27+0
0
27+7
9
.
8
4
481
480
479
478
477
484 483 482
476
6,020 SF 6,020 SF 6,048 SF
7,023 SF
8,874 SF
7,260 SF
7,000 SF
8,387 SF
7,437 SF125'150'140'140'137'144'140'140'67'50'
41'25'
51'
50'
38'
50'57'
43'43'26'
50'
55'
37'51'
43'43'
22'
25'42'21'
17'PC: 26+01.75PT: 26+92.377A
7A
18
20WAN
D
E
R
I
N
G
W
A
Y
50' P
U
B
L
I
C
R
/
W
&
U
E
18
2050' R/W29' B-BR=50' ROW
R=39.5' BOC
28+0
4
.
8
3
RETAINING WALL #15
W/ SAFTEY FENCE
RETAINING WALL #16
W/ SAFTEY FENCE
10' PDE
R=50' EOP
R=47.5' BOC
C4
L5
10+00 11+00 12+00
13+
0
0
1
4
+
0
0
15+0
0
16+0017+00
1
8
+
0
0
19+
0
0
20+00
21+00
22+00 23+00 24+00 25+00
10+00
11+00
12+00
10+00
11+00
12+00
35+00
36+00 37+0038+0039+0040+00PC: 12
+07
.1
6
P
T
:
1
2
+
7
5
.
0
2
PC
:
3
6
+
8
1
.
6
7
PT:
3
7
+
8
2
.
4
6
7B
7A
7B
7B
7B
7A
7A
7A
7A
7A
15' TYPE A PERIMETER BUFFER
15' TYPE A PERIMETER BUFFER
463
466
469
468467
464
465
510
517 516 515 514 513 512
511
501
506
504
505
508
507
509
500
497
496
495
494 493 492
498
533
534
531
532
521
524
491 490 489 488 487 486 485 484
518
519
520
476475474473
472
530
522 523
6,752 SF
7,867 SF 7,049 SF 7,301 SF 7,304 SF 7,307 SF 6,020 SF
6,020 SF 6,020 SF
10,723 SF
11,149 SF
10,670 SF
7,023 SF7,500 SF7,500 SF6,875 SF
6,250 SF
7,000 SF
6,020 SF 6,020 SF
12,002 SF
9,268 SF
6,997 SF
7,993 SF9,261 SF
10,543 SF
9,268 SF
12,732 SF
6,235 SF 6,235 SF 6,235 SF 6,235 SF 7,412 SF 8,560 SF
9,990 SF
6,020 SF
13,965 SF
13,801 SF
18,244 SF
6,462 SF
10,511 SF
7,339 SF
6,580 SF
7,502 SF
7,413 SF
7,311 SF 6,914 SF 6,020 SF 6,128 SF
7,376 SF
9,000 SF
9,000 SF
9,401 SF
8,429 SF
7,689 SF
502
6,020 SF
529
528
7,000 SF
7,000 SF
499
503
6,312 SF
14,365 SF526
525
7,127 SF
7,127 SF
470 471
6,847 SF 6,250 SF 125'125'150'150'150'125'125'155'160'160'160'160'126'160
'
17
0
'
180'
180'
180'
157
'
94'
140'
140'
140'
140'
140'140'140'140'140'140'11
0
'
90'
67'
135'
13
0
'145'145'145'145'145'147'161'188'60'14
0
'
1
61
'
1
3
9
'135'166'
137'
14
0
'140
'140
'140
'
90
'
148'156'156'150'150'140'140'145'158'170'170'170'140'140'140'140'57'
50'50'
56'
47'
58'
52'
69'69'
69'
88'56'92'50'50'50'36'
10
1
'
50
'
50
'50'
77
'
77'
51'
43'43'36'41'41'24'43'43'43'43'28'
43'
43'
43'
86'
43'31'
41'
41'41'41'42'
43'
47'
22'
43'
65
'
65'
65'
65'
48'43'43'
31'43'43'43'43'43'43'43'
51'50'50'50'50'50'33'50'45'
47'
47'
31'
43'43'43'
43'43'43'
45'
63'
43'
43'37'
32'
32'
31'
32'50'50'50'
50
'50'
24'
24'
31'43'43'27'61'146'68'43'43'43'43'59'70'77'91'121'
149'163'62'83'48'47
'
43
'43'53'44'180'
55'
31'
33'
15'
47'
43'60'58'47'39'527
7,176 SF
13
'32'36'
4'
5'25'
50'50'
9'3'30'39'
27'36'
7APC: 12+04.20PC: 17
+
2
2.
7
5
PC: 22+03.17PT: 14+
4
8.
2
2
PT: 21+02.99PT: 22+31.14EXISTING PONDPROPERTY BOUNDARY14
13
15 16
17
SCM 5
20' PDE
WHIMSI
C
A
L
C
O
U
R
T
50' PU
B
LI
C
R/
W
&
U
E
EXISTING PONDPROPERTY BOUNDARYPROPERTY BOUNDARYEXISTING
WETLAND
EXISTING
WETLAND
EXISTING
WETLAND
30' STREAM CONSERVATION
DISTRICT EACH SIDE OF CREEK
14
13
15 16
17
10'
PDE
50'
R
/
W
29'
B
-
B
50' R/
W
29' B-
B
12
111098
7
50'
R
/W
2
9
'
B
-B
SANDY
W
O
O
D
D
R
50' PU
B
LI
C
R/
W
&
U
E
30' PUE
BEGIN ROAD
CONSTRUCTION
AT STA. 37+31.12
R=50' ROW
R=39.5' BOC
R=50' ROW
R=39.5' BOC
R=25'
(TYP)
SCMMAE
STRE
A
M
SI
D
E
T
E
R
R
A
C
E
50' PU
B
LI
C
R/
W
&
U
E
5' PUE
(TYP)
30' STREAM CONSERVATION DISTRICT
EACH SIDE OF CREEK
TOP OF BANK
TOP OF BANK
50
'
R
/W
2
4
'EOP
-EOP
12+25.
0
0
RETAINING WALL #12
W/ SAFTEY FENCE
RETAINING WALL #13
W/ SAFTEY FENCE
RETAINING WALL #11
W/ SAFTEY FENCE
RETAINING WALL #14
W/ SAFTEY FENCE
RETAINING WALL #10
W/ SAFTEY FENCE
20' DE
10' PDE
10' PDE
10' PDE
20' DE
VWDE
VWDE
20' DE
20' DE
20' DE
SCM 5SCM 5
9+75.00
WANDERING WAY
50' PUBLIC R/W & UE
5' PUE
(TYP)
5' PUE
(TYP)
5' PUE
(TYP)
TEMP. CONSTRUCTION
EASEMENT
TEMP. CONSTRUCTION
EASEMENT
10' PDE
10' PDE
5' PUE
(TYP)
END ROAD
CONSTRUCTION
AT STA. 14+58.85
R=50' EOP
R=47.5' BOC
R=50' EOP
R=47.5' BOC
L1
C1
L2
C2
L3
C3 L4
L7
C5 L8C6L9L6
7B
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
RADIUS
230.00'
320.00'
230.00'
230.00'
230.00'
230.00'
LENGTH
244.02'
380.24'
27.97'
90.62'
67.86'
51.34'
CHORD
232.74
358.27
27.96
90.03
67.62
99.98
BEARING
S57°31'59"E
S61°10'47"E
N88°15'47"E
S76°57'57"E
N54°24'32"E
N44°29'22"E
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
BEARING
S87°55'39"E
S27°08'19"E
N84°46'44"E
S88°15'10"E
S65°40'44"E
N62°53'19"E
N62°51'41"E
N45°57'23"E
N31°56'11"E
DISTANCE
204.20'
274.52'
100.18'
370.61'
87.47'
203.31'
207.16'
183.81'
304.28'
SETBACKS TABLE
43 FT LOT WIDTH > 43 FT LOT WIDTH
FRONT YARD 20 FT FRONT YARD 20 FT
SIDE YARD 4 FT OR 0 FT SIDE YARD 5 FT
REAR YARD 15 FT REAR YARD 20 FT
CORNER YARD 12 FT CORNER YARD 12 FT
1 inch = 60 ft.
60
GRAPHIC SCALE
0 30 60 120
EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
AE ACCESS EASEMENT
WANDERING WAY CULDESAC
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phase 7\C3.2 SITE PLAN.dwg- Thursday, March 3, 2022 12:23:55 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.comEngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
WR
WR
KEYMAP
1"=2000'NOR T H C A ROLI
N
ANICK A . J O N E SPRO F ESSION
A
LE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTIONSITE PLANC3.1
STREET DATA - PHASE 7
STREET NAME TYPE LENGTH
(LF)ROW
WANDERING WAY RESIDENTIAL COLLECTOR 1,804 50
SANDYWOOD DRIVE RESIDENTIAL COLLECTOR 458 50
WHIMSICAL COURT RESIDENTIAL COLLECTOR 203 50
43'
4'
51'
12'8'15'
140'
20'
8'
43'47'
12'
140'
20'
59'
12'
20'
SETBACKS DIAGRAM
FRONT STREETSIDE STREET> 43 FT LOTS
(50 FT SHOWN)
(7,000 SF MIN.)
FRONT STREET SIDE STREET43 FT LOTS
(6,020 SF MIN.)
72'
12'
65'
5'
65 FT LOTS
(9,100 SF MIN.)
50'102'
12'
95'
5'
95 FT LOTS
(13,300 SF MIN.)
20'
20'
20'
PHASE TABLE
PHASE LOTS AREA
PHASE 7A*
18 4.68 AC
MATCHLINE INSET CULDESACC3.1
1 inch = 60 ft.
60
GRAPHIC SCALE
0 30 60 120
LEGEND
PROPERTY LINE
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PERIMETER BUFFER
ACCESS EASEMENT
GAS LINE EASEMENT
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
12'
1/4" /FT.1/4" /FT.
12'
TRAVEL LANE TRAVEL LANE
24'
PAVEMENT
RIGHT OF WAY
50'
CL
5'
SIDE
WALK
1/4" /FT.1/4" /FT.
5'
SIDE
WALK
2.5'
30" CURB & GUTTER
SHOULDER 8" ABC 2 1/2" S-9.5B
30" CURB & GUTTER
SHOULDER
TYPICAL SECTION FOR RESIDENTIAL LOCAL STREETS
NOT TO SCALE
15'
1/4" /FT.1/4" /FT.
15'
TRAVEL LANE TRAVEL LANE
30'
PAVEMENT
RIGHT OF WAY
60'
CL
5'
SIDE
WALK
1/4" /FT.1/4" /FT.
5'
SIDE
WALK
2.5'2.5'
SLOPE 2:1 MAX SLOPE 2:1 MAX
30" CURB & GUTTER
SHOULDER 8" ABC 2 1/2" S-9.5B
30" CURB & GUTTER
SHOULDER
TYPICAL SECTION FOR RESIDENTIAL COLLECTOR STREETS
NOT TO SCALE
4.5'4.5'2.5'
5'2.5'2.5'5'
2.5'2.5'
SLOPE 2:1 MAXSLOPE 2:1 MAX
SIGHT DISTANCE EASEMENT
PHASE 7B
54 8.61 AC
STREAMSIDE TERRACE RESIDENTIAL COLLECTOR 355 50
*PHASE INCLUDES LOTS <9,000 SF "SPECIAL WALL ASSEMBLY PHASE"
W
W
W
T
W W W W
W
W
W
W
W
W
W W W W
833
832
739
738
735
811
819
812
824
813814815816
817
810
818
806
807
808
809
831830829
793
792
791
790
797
789
784
787
786
785
842
850
843
844
845
846
847
840
848
841
849
783
782
781
780
779
778
777
855
836
854
835
853
834 852
856
851
839838837
747
762
755
756
757
743
758
744
759
745
760
746
761
740
820823
825
822
826
821
827
754
753
752
751
748
883
884
885
886 887 888
881
889
882
890
874
875
880
879
878
877
876
715
723
731
716
724
732717
725
733
718
726
713
719
727
720
728721
729
714
722
730
749
750
859
867
860
868
861
869
862
870
863
871
864
872
857
865
873
858
866
711
699
689
710
698
688
709
697
687
708
696
686
707
695
706
703
694
705
702
692
712
704
700
690
764 765
737
736
734
742
741
693
691
701
768767766
805804803802799801800798
828
763
769
771772
770773774775776
795 796794
788
597
669
606
538
589592
591
539
550548
555
554
549
542
568
566 562
569
636
639
637
638
628
629
558559 556557
537
593
594
595
596 600
590 587
598
563
588
599
560
586
601
561
634 633635
653
652
651
650
649
648
655
641
654
570
579
571
580
572
581
573
582
574
583
575
576
578
625
624
623
621
620
619
627
626
609
616613
604608
617
607 603
614 618
602610
615612
605
611
536 535
656
667
660657
661
666 662
658
665 664
659
671 675
683 679
672 676
682
677673
678685681
670 674
684 680
541
622
646
642
643
644
645
647
577
551
640
584
632
373
631
630
545
547
546
543
544
540
668 663
565
567 564
552
553
585 SSSSSSSSSSSSSS
SSSS
SS
SSSS
SSSS
SS
SSSSSSSSSSSSSSSSSSSS
SSSSSS
SSSS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS SS SS
SS SSSSSSSS
SS
SS
S
S
SSSSSS
SS
SS
SS
SSS
SS
SSS WW
W
W
WW
W
W
WWW
W
W
W W
W W W W W W W W W W W
W
W
W
W
W
W W W W W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWSSSSSS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS
SS
SS SSSS
SS
SS
SS
SS
SS
WASTEWATER PUMP STATION
(BY OTHERS)
1,000 GPM
51,340 SF
1.1786 AC
101
102
104 103
105
8
7
6
5
4
3
2
9
1
62
66
61
65 60
64
59
63
58
69
68
67
111 94 86
50
110
93
57
49
109 92
56
48
99 91
55
47
115
98 90
54
114
97 89
53
113 96 88
52
112 95 87
51
424140
39 46
38
45
37
4443
12
1314
1011
119 118
117
124
123
122
121
120
33
31
32
36
34
35
116
80
75
76
74
71
82 83 84
77
79 8178
2930
27
28 26 25 24 22
16 1715
18
19
23
20
21
73
106
107 108 100
72
70
85
463
481480
479
466 469468467
464 465
510
517 516 515 514 513 512 511
501
506
504
505
508
507
509
500
497 496 495 494 493 492
498
478477
533
534
531
532
521 524
491 490 489 488 487 486 485 484 483 482
518
519
520
476475474473472
530
522 523
502
529
528
499
503526
525
470 471
527
597
669
606
538
589592
591
539
550548
555
554
549
542
568
566 562
569
636
639
637
638
628
629
558559 556557
537
593
594
595
596 600
590 587
598
563
588
599
560
586
601
561
634 633635
653
652
651
650
649
648
655
641
654
570
579
571
580
572
581
573
582
574
583
575
576
578
625
624
623
621
620
619
627
626
609
616613
604608
617
607 603
614 618
602610
615612
605
611
536 535
656
667
660657
661
666 662
658
665 664
659
671 675
683 679
672 676
682
677673
678685681
670 674
684 680
541
622
646
642
643
644
645
647
577
551
640
584
632
373
631
630
545
547
546
543
544
540
668 663
565
567 564
552
553
585
833
832
739
738
735
811
819
812
824
813814815816
817
810
818
806
807
808
809
831830829
793
792
791
790
797
789
784
787
786
785
842
850
843
844
845
846
847
840
848
841
849
783
782
781
780
779
778
777
855
836
854
835
853
834 852
856
851
839838837
747
762
755
756
757
743
758
744
759
745
760
746
761
740
820823
825
822
826
821
827
754
753
752
751
748
883
884
885
886 887 888
881
889
882
890
874
875
880
879
878
877
876
715
723
731
716
724
732717
725
733
718
726
713
719
727
720
728721
729
714
722
730
749
750
859
867
860
868
861
869
862
870
863
871
864
872
857
865
873
858
866
711
699
689
710
698
688
709
697
687
708
696
686
707
695
706
703
694
705
702
692
712
704
700
690
764 765
737
736
734
742
741
693
691
701
768767766
805804803802799801800798
828
763
769
771772
770773774775776
795 796794
788
833
832
739
738
735
811
819
812
824
813814815816
817
810
818
806
807
808
809
831830829
793
792
791
790
797
789
784
787
786
785
842
850
843
844
845
846
847
840
848
841
849
783
782
781
780
779
778
777
855
836
854
835
853
834 852
856
851
839838837
747
762
755
756
757
743
758
744
759
745
760
746
761
740
820823
825
822
826
821
827
754
753
752
751
748
883
884
885
886 887 888
881
889
882
890
874
875
880
879
878
877
876
715
723
731
716
724
732717
725
733
718
726
713
719
727
720
728721
729
714
722
730
749
750
859
867
860
868
861
869
862
870
863
871
864
872
857
865
873
858
866
711
699
689
710
698
688
709
697
687
708
696
686
707
695
706
703
694
705
702
692
712
704
700
690
764 765
737
736
734
742
741
693
691
701
768767766
805804803802799801800798
828
763
769
771772
770773774775776
795 796794
788
1004
921
922
920
936
1113
1112
937
938
941
940
939
943
942
1148
1149
1150
1151
919
916
911
910
909 908
912
918
914 915
903
907
906
897 896 895
1027
1028
1029
1025
1026
1010
1006
1005
1001
1003
1002
995
894996
893
891
892
999
1007
899
900
898
1124
1115
1123
1122
1121
1120
1119
1127
1118
1125
1117
1021
1013
1016
1020
1015
1024
1011
1008
1019
1023
1018
1009
1012
1022
1017
1014
1032
1031
1030
997
998
1033
1000
1129
1128
1126
1132
1116
1114
1131
1133
904905
901
902
917
923
924
1130
994
990
991
992
993
1055
1047
1054
1046
1053
1045
1052
1044
1051
1043
1050
1042
10581057
1049
1038
1056
1048
1035
1036
1041
1040
1039
1037
989
981
988
987
980
977
985
976
983
974
982
973
986
984
979
978929931927928926933932934
930
935
1102
1098
1105 1100
1099
1101
961960 967966965964963962
959
958
957
956947948949
952
950
945
946
1084
955
954
953
951
1083
1085 1088
1080
1087
1081
1086
1082
944
10931092 1097
1106 1103
1091 1095
1107 1104
1090 10941089
1108
1096
925
1064 1060
1076
1070
1065 10611066
10781075
106210671063
1073
1077
1068
1074
1072
1071
1079
1069
1034
1152
1153
1143
1135
1142
1134
1141
1147
1140
1146
1139
1145
1138
1144
1137
1136
1176
1169
1161
1175
1168
1160
1167
1159
1166
11581180
1172
1165
1157
1179
1171
1164
1156
1178
1163
1155
1177
1170
1162
1154
1111
1110
913
972
971
970
968 969
975
1181
1174
1173
1109
133
417
134 269
415 416
455
456
371
370
367
368
446
301
302
303
298
333
296
297
295
131
130
227
226
228
231
242
339
245
340 336
337338
243
252 251 250 249
248
235
234
233
232
230 185
268
253254255256
137
138
139
140
141
142 159
167
149
160
169
150
161
143
151
162144
152
163145
153
164
146
154
157
165
147
155
158
166
148
156
129
128
168
170
394
178
211212
210
175
172
173
171
257258259260261262263264265266267
270
271
272
229
247
246
239
240
241
225
222
215
223
237 219
216
236 221 220
217218
213214
179
180
182
184
187
183
174
208
200
207
206205204203
202
209
201
181
186
188
176 198
192
199
193
189
194
190
195177196
191
197
304
450
449460
459
458
457
462
461
287
288
289
290
291
284
292
285
293
286
294
366
346
299
300
306
305365
447
448
341
334
335
280
281
274
282
275
276
277
278
279
396
395
324
328 307
327 323
372
326
331 373
325
329 374330
332
369
375
391
383
390
382
389
381
388
380
387
379
386
378
393
385
377
392
384
376
409
434
435
437
438439440441
429 428 427422
418 419 420 421402
403
404
405
400
401
398399
431
432433
397
430
408
407
406
424 425 426
444
443
442
126
127
125
414413412411
410
423
132
135
136
224
342 343
344
347
345364
244
238
436
273
445
283
451
452
453
454
SS
SS
PROPOSED SEWER OUTFALL IN
20' PUBLIC SEWER EASEMENT
SS
SS
SSSSSSSS
SS
SSSS
SS SS SSSS
SS SS
SS
SS SSSSSSSSSSSSSSSSSS
SS
SSSS SSSSSSSSSSSSSS
SSSSSSSSSSSS
SS
SSSSSSSS
SS
SS
SS
SSSSSSSSSS
SS
SS SS SS
SS SSSSSSSSSSSS SSSSSSSSSSSSSS
SS
SS
SSSS
SS
SSSS
SS
SSSSSS
SS
SSSSSSSSSSSSSSSSSSSS
SS
SS SSSSSSSS
SS SS
SSSSSS
SSSS
SSSS SSSS SS
SS
SS
SSSSSSSS
SS
SS
SSSSSSSS
SS
SS
SSSSSS
SS
SSSSSS
SS
SS
SSSSSSSSSS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SSSSSS
SS
SS
SS
SS
SS
SS
SS SS SS
SS SS
SS
SS
SS
SS
SS
SSSSSSSSSS
SS
SS
SS SS
SS SS SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSS
SS
SS
SS
DAYDREAMSNEED LANE PINEY
GROVERAWLS ROADSR 14
14
-
6
0
'
PUB
L
IC
R
/W
(M
B
98
PG
5
73
)ASHBROOK CIRCLE
SEREN
I
T
Y
W
A
L
K
P
A
R
K
W
A
YTRANQUIL
ITY
WAY
TURNIN
G
L
E
A
F
ELM G
R
O
V
E
TRANQU
I
L
I
T
Y
WA
Y
STRE
A
M
SI
D
E
T
E
R
R
A
C
E
WISTERIA SERENE CROSS
ING
WIND
C
HI
M
E
CI
R
C
L
E
DAYBR
E
A
K
W
A
YSHADYCOURT
SERENITY WALK PARKWAY
RELAXING WELCOME
DR
IVE
CONTENTMENT
LANE
INSPIRATION W
A
Y
RETREAT DRIVECALMING PLACECROSSINGGLEN EDEN
COURT COMFORTCOURTPLACE
SERENDIP
ITY
D
R
I
V
EMINGCHARCREE
K
W
A
Y
COURT
CIRCLE
PLACEROLLINS ROADSR 1413 - 60' PUBLIC R/WPOWERL
INE
EASEMENTDB 72
6
PG
5
3
3
POWERLINE
EASEMENTDB 725
PG
605SSSSSS
SS
SS
SS
SSSSSSSSSSSS SS SS
SS
SS
SSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS SSSS
SS
SS SS SS
SS
SS
87-MH
90-MH
88-MH
89-MH
86-MH
84-MH
82-MH
85-MH
70-MH
81-MH
80-MH
78-MH
97-MH
69-MH
68-MH
79-MH
123-MH
96-MH
99-MH
98-MH
77-MH
67-MH
94-MH
65-MH
73-MH
83-MH
154-MH
153-MH
151-MH
148-MH
92-MH
152-MH
150-MH
147-MH
144-MH
135-MH
143-MH
133-MH
145-MH
142-MH
132-MH
141-MH
130-MH
137-MH
129-MH
139-MH
138-MH
128-MH
127-MH
126-MH
66-MH
74-MH
75-MH
71-MH
72-MH
136-MH
146-MH
125-MH
149-MH
93-MH
76-MH
124-MH
131-MH
24-MH (5')
95-MH
140-MH
307-MH
308-MH
295-MH
304-MH
303-MH
302-MH
299-MH
316-MH
270-MH
301-MH
294-MH
283-MH
314-MH
313-MH
282-MH
298-MH
280-MH
272-MH
269-MH
292-MH
300-MH
281-MH
268-MH
297-MH
266-MH
267-MH
265-MH
291-MH
310-MH
290-MH
264-MH
258-MH
259-MH260-MH
256-MH
311-MH
257-MH
255-MH
262-MH
63-MH
61-MH
62-MH
60-MH
59-MH
57-MH
58-MH
53-MH
52-MH
56-MH
55-MH
54-MH
51-MH
49-MH
50-MH
44-MH
42-MH
46-MH
45-MH
41-MH
43-MH RESTRAIN
E
D
JO
INT
E
PO
X
Y
CO
A
T
E
D
8
"
D
I
P
8" C900 PVC
8"
C
9
0
0
P
V
C
8" C90
0
P
V
C
8" C900 PV
C
8"
C9
0
0
PVC
8" SDR-35 PVC
8"
SDR
-
3
5
P
V
C
8" C90
0
P
V
C
8"
C
9
0
0
P
V
C
SS8"
C
9
0
0
P
V
C
8" C90
0
P
V
C
8"
SDR
-
3
5
P
V
C
8"
C9
0
0
PVC
8" C900 PV
C
8" C900 PVC
8" C90
0
P
V
C
8"
C
9
0
0
P
V
C
8" SDR-35 PVC 8" SDR-35 PVC
8" C900 PVC
8"
C
90
0
PVC
8" C9
0
0
P
V
C
(
B
Y
O
T
H
E
R
S
)
8" C90
0
P
V
C
8" C900 P
V
C
8" C900 P
V
C
8" C900
P
V
C
8" C900
P
V
C
8" C900
P
V
C
8" C900 PVC 8" C900
P
V
C
8" C900 PVC
8" C900 PVC
8"
C90
0
PVC
8" C900 PVC
8" C900 P
V
C
8"
C9
0
0
PVC8" C900 PVC8" C900 PVC8" C900
PVC
8" C900 PVC
8" C900
P
V
C
8" C90
0
P
V
C
8" C900 PVC 8" C900 PVC8" C900 PVC8" C900
PVC
8" C900 PV
C
8" C900 PVC8" C900 PVC8" C9
0
0
P
V
C
8" C900
P
V
C
8" C90
0
P
V
C
8" C900 PVC
8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC 12" C900 PVC 12" C9
0
0
P
V
C
1
2
"
C
9
0
0
P
V
C
12" C900
PVC12" C900 PVC12" C900 PVC
12" C900 PVC
12" C900
PV
C
12" C90
0
P
VC
8" DIP
18" C900
PVC18" C900
PVC
RESTRAINED JOINT EPOXY COATED 14" DIP
12" C900 PVC
12
"
C
9
0
0
P
V
C
12" C900 PVC 12" C900 PVC 12" C900 PVC12"
C
9
0
0
P
V
C
165 LF 24" STL CASING (0.375" THK)
251-MH
243-MH
249-MH
237-MH
235-MH
248-MH
242-MH
231-MH
241-MH
246-MH
240-MH
247-MH
236-MH
238-MH
245-MH
234-MH
232-MH
230-MH
239-MH
227-MH
229-MH
64-MH
225-MH
224-MH
29-MH
26-MH
30-MH (WATER TIGHT)
31-MH (WATER TIGHT)
27-MH
100-MH (5')
25-MH (WATER TIGHT)
24-MH (5')
23B-MH
23A-MH
22-MH
116-MH
32-MH (WATER TIGHT)
33-MH
34-MH (5')35-MH
36-MH (5')
38-MH
122-MH
39-MH
121-MH
120-MH
112-MH
101-MH (5')
102-MH (5')
103-MH (5')
104-MH (5')
105-MH (5')
106-MH (5')107-MH (5')108-MH
109-MH
110-MH
111-MH
118-MH
117-MH
115-MH113-MH
114-MH
37-MH
21-MH
20-MH19-MH (5')
18-MH (5')
17-MH (5')
16-MH (5')
15-MH (5')
14-MH (5')
13-MH
12-MH (5')
4-MH (5')
1-MH (5')
11-MH (5')
10-MH (5')
9-MH
8-MH
7-MH6-MH (WATER TIGHT)
5-MH
3-MH (5')(WATER TIGHT)
2-MH (5')
155-MH 156-MH 157-MH
158-MH 159-MH
160-MH
304-MH
218-MH
219-MH
222-MH
217-MH
216-MH 215-MH
208-MH
210-MH
212-MH
214-MH
211-MH
213-MH
209-MH
12" C900
PVC
10" C9
00
P
V
C
12" C900 PVC12" C900 PV
C
SS
166-MH
186-MH
167-MH
187-MH
165-MH
188-MH
164-MH
163-MH
185-MH
170-MH
190-MH
202-MH
184-MH
191-MH
169-MH
162-MH
182-MH
206-MH
200-MH
203-MH
183-MH
168-MH
204-MH
178-MH
181-MH
199-MH
201-MH
192-MH
207-MH
180-MH
194-MH
193-MH
179-MH
177-MH
198-MH
176-MH
175-MH
174-MH
173-MH
171-MH
172-MH
SEWER MAIN TO BE INSIDE
PUBLIC UTILITY EASEMENT UNTIL
FUTURE DEVELOPMENT WITH
RIGHT-OF-WAY DEDICATION
EXISTING 36"
WATERMAIN
EXISTING 12" WATERMAIN
TO BE ABANDONED
SSSS
SS
SS
SS
SS
SS
SS
SSSSSS SSSSSSSS
SS
SS
SS
SS
SS
SS SS
SS
SSSSSSSSSSSSSS
SSSS
SSSSSSSSSSSS SSSS
SSSSSSSS
363
362
359
352
351
350
354
355
356
361 360
353
358
357 348
349
315
316
318
317
322321
308309310311312313314
320
319
TIE TO EX. WATER MAIN.
LOCATION IS
APPROXIMATED FOR
ILLUSTRATIVE PURPOSES
RAINBROOK
REFLECTION PKWY
RAINWATER RIDGEREFLECTION PKWY
HAMMOCK POINT
PAINTEDSKY LANESILENT
CREEK
RUNRESTFUL POINTCOZY HAVENPEBBLE CREEKPEBBLE CREEK PKWYCHEERFUL LANELANDSCAPE DRIVEGLENBROOK LANE
LAVENDER WAY
CIR
C
L
E
WANDERING WAY
WHIMSI
C
A
L
COUR
T
SAND
Y
W
O
O
D
D
R
SCM 7
SCM 8
SCM 9
SCM 7
SCM 8
SCM 9
SCM 11
SCM 7
SCM 8
SCM 9
SCM 10
SCM 12
SCM 13
SCM 14
SCM 14
SCM 16STONE VALLEYGINGER COURT WATERSTONE LANEGLADSTONE LOOPBERGAMOT
DRIVE LEMONGRASSSTILLNESSSWEET ROSE WAYCHICKORY LOOPMINDFUL PLACE
WAY
COVE
SSSS
SS
189-MH
195-MH
SSWATER
Color Coding Legend
Pipe: Diameter (in)SUBDIVISION MASTERUTILITY PLANC4.0
1 inch = 400 ft.
400
GRAPHIC SCALE
0 200 400 800
LEGEND
PROPERTY BOUNDARY LINE
PHASE LINE
PROPOSED LOT LINE
PERIMETER BUFFER
SEWER EASEMENT
POWER LINE EASEMENT
EXISTING WETLANDS
NOTES:
1.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
2.DEVELOPMENT WILL BE SERVED BY A 1,000 GPM SANITARY SEWER LIFT STATION (BY
OTHERS).
UTILITY NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY
STANDARDS AND SPECIFICATIONS.
2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER AND STORM SEWER MAINS - 5 FT.
SANITARY SEWER AND STORM SEWER MAINS - 5FT.
GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT.
3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 24 IN.
WATER AND STORM SEWER MAINS - 24 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
4.THE DESIGN OF THE WATER AND SEWER MAINS SHALL BE IN ACCORDANCE WITH
THE LATEST HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER AND
SEWER ORDINANCES AND THE UTILITY MASTER PLAN.
THE UTILITIES SHOWN ON THE MASTER PLAN ARE TO BE CONSIDERED
PRELIMINARY. DESIGN IS SUBJECT TO CHANGE AS CONSTRUCTION
DRAWINGS AND PRELIMINARY PLAT DRAWINGS ARE DEVELOPED FOR
EACH PHASE
SEWER
Color Coding Legend
Pipe: Diameter (in)
<= 8.0
<= 12.0
<= 18.0
<= 24.0
SS SS
SS SS
SS SS
SS SS
<= 10.0SSSS
<= 14.0SSSS
FOR THIS SHEET, SANITARY SEWER LINES SHOWN
ARE SDR-35 PVC UNLESS LABELED OTHERWISE.
OFFSITE FORCEMAIN SEE TIMMONS SHEETS
C3.2 - C3.3 FOR CONTINUATION
FIRE HYDRANT ASSEMBLY (FHA)
WATER LINE BLOW OFF
SYMBOLS
SEWER MANHOLE
FOR THIS SHEET, WATER LINES SHOWN ARE
SDR-21 PVC UNLESS LABELED OTHERWISE. SEE
SHEETS C4.2-C4.5 FOR LOCATION AND SIZING OF
DUCTILE IRON PIPE.
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phases 1,2,6\C4.0 SUBDIVISION MASTER UTILITY PLAN.dwg- Thursday, March 3, 2022 4:00:33 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.comEngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
WR
WR
NOR T H C A ROLI
N
ANICK A . J O N E SPRO F ESSION
A
LE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
<= 6.0
<= 8.0
<= 12.0
<= 2.0
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWW
455
456
450
449
460
459
458
457
462
461
447
448
396
437
438
439440
441446
442
451
452
453
454
SS
SS
SS
SS
SSSSSS
SS
SS
SS
S
S
SSSSSSSSSSSSSS
SS
79-MH
SS
15' CL
T
O
C
L
463
466
469
468467
464
465
510
517 516 515 514 513 512
511
501
506
504
505
508
507
509
500
497
496
495
494 493
492
498
533
534
531
532
521
524
491 490 489 488 487 486 485 484 483
518
519
520
476475474473
472
530
522 523
502
529
528
499
503
526
525
470 471
527
W W W W W W
W
W
W
W
WWWWWWWWWWW
W
W
W
W
W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
WWWWWWWWWW
W
218-MH
219-MH
222-MH
217-MH 216-MH
215-MH
208-MH
210-MH
214-MH
211-MH
213-MH
209-MH
EXISTING PONDPROPERTY BOUNDARY14
13
15 16
17
SCM 5
WHIMSI
C
A
L
C
O
U
R
T
50' PU
B
LI
C
R/
W
&
U
E
EXISTING PONDPROPERTY BOUNDARYPROPERTY BOUNDARYEXISTING
WETLAND
EXISTING
WETLAND
EXISTING
WETLAND
30' STREAM CONSERVATION
DISTRICT EACH SIDE OF CREEK
14
13
15 16
17
8" x 8" TEE
(2) 8" GV
(1) 6" GV
(1) 8" X 6" RED
6" x 6" TEE
(3) 6" GV
(1) 8" X 6" RED
(1) 6 X 2" RED
12
111098
7
6" SDR-21 PVC
WATER LINE
2" SDR-21 PVC
WATER LINE
8" SDR-21 PVC
WATER LINE
3' (TYP) BOC TO WATER MAIN
7.5' (TYP) WATER MAIN TO ROW
3' (TYP) BOC TO WATER MAIN
7.5' (TYP) WATER MAIN TO ROW
3' (TYP) BOC TO WATER MAIN
SANDY
W
O
O
D
D
R
50' PU
B
LI
C
R/
W
&
U
E
30' PUE
SCMMAE
FHA
FHA
FHA
FHA
22.5° BEND
(TYP AROUND
CULDESACS)
8" SDR-21 PVC
WATER LINE
STRE
A
M
SI
D
E
T
E
R
R
A
C
E
50' PU
B
LI
C
R/
W
&
U
E
5' PUE
(TYP)
30' STREAM CONSERVATION DISTRICT
EACH SIDE OF CREEK
TOP OF BANK
TOP OF BANK
RETAINING WALL #12
W/ SAFTEY FENCE
RETAINING WALL #13
W/ SAFTEY FENCE
RETAINING WALL #11
W/ SAFTEY FENCE
RETAINING WALL #14
W/ SAFTEY FENCE
RETAINING WALL #10
W/ SAFTEY FENCE
20' DE
10' PDE
10' PDE
10' PDE
20' DE
VWDE
VWDE
BOA W/ 6"GV
6" SDR-21 PVC
WATER LINE
20' DE
20' DE
20' DE
SCM 5SCM 5
8" x 6" TEE
(2) 8" GV
(1) 6" GV
WANDERING WAY
50' PUBLIC R/W & UE
5' PUE
(TYP)
5' PUE
(TYP)
5' PUE
(TYP)
TEMP. CONSTRUCTION
EASEMENT
TEMP. CONSTRUCTION
EASEMENT
7.5' (TYP) WATER MAIN TO ROW
6" SDR-21 PVC
WATER LINE
10' PDE
10' PDE
5' PUE
(TYP)
BOA W/ 2"GV
22.5° BEND
(TYP AROUND
CULDESACS)
220-MH
221-MH
8" SDR-35 PVC
8" SDR-35 PVC 8"
SDR
-
35
PVC
8
"
C
9
0
0
PVC
8" C9
0
0
P
V
C8" SDR-35 PVC8" SDR-35 PVC8" SDR-3
5
P
V
C
8" S
D
R
-
3
5
P
V
C
8" SDR-35 PVC
8" SDR-35 PVC
8" SDR-35 PVC
8" C900 PVC 8" C900 PVC
8" SDR-35 PVC
8" SDR-35 PVC
8" SDR-35 PVC
8" C900 PVC
8" SDR-35 PVC
8" SDR-35 PVC
8" SDR-35 PVC
8" SDR-35 PVC
8" SDR-35 PVC
SS
SS SS SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
SS SS SSSSSSSSSS
S
SSSSSSSSS
EXISTING WATERLINE
REMOVE BOA AND TIE TO
EXISTING WATERLINE
76-MH
481
480
479
478
477
484 483 482
476
W W W
W
W
212-MH
211-MH
18
WAN
D
E
R
I
N
G
W
A
Y
50' P
U
B
L
I
C
R
/
W
&
U
E
18
2" SDR-21 PVC
WATER LINE
FHA
3' (TYP) BOC TO WATER MAIN
7' (TYP) WATER MAIN TO ROW
RETAINING WALL #15
W/ SAFTEY FENCE
RETAINING WALL #16
W/ SAFTEY FENCE
10' PDE
(1) 6 X 2" RED
22.5° BEND
(TYP AROUND
CULDESACS)
BOA W/ 2"GV
8" SDR-35 PVC
SS
SS
SS
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phase 7\C4.2 UTILITY PLAN.dwg- Thursday, March 3, 2022 12:31:47 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.comEngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
WR
WR
KEYMAP
1"=2000'NOR T H C A ROLI
N
ANICK A . J O N E SPRO F ESSION
A
LE
NGIN E E RSEAL
051716
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTIONUTILITY PLANC4.1
EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PUE PUBLIC UTILITY EASEMENT
PSE PUBLIC SEWER EASEMENT
PWE PUBLIC WATER EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PUBLIC)
UTILITY ABBREVIATION LEGEND
FHA FIRE HYDRANT ASSEMBLY
BOA BLOWOFF ASSEMBLY
GV GATE VALVE
ARV AIR RELEASE VALVE
RED REDUCER
1 inch = 60 ft.
60
GRAPHIC SCALE
0 30 60 120
NOTE:
1.THE DESIGN OF WATER AND SEWER MAINS MUST BE IN
ACCORDANCE WITH THE LATEST HARNETT REGIONAL
WATER- WATER AND SEWER USE ORDINANCE AND THE
UTILITY MASTER PLAN.
2.SEE SHEET C1.0 MASTER EXISTING CONDITIONS FOR
ADJACENT PROPERTY OWNER INFORMATION.
LEGEND
PROPERTY LINE
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PERIMETER BUFFER
ACCESS EASEMENT
GAS LINE EASEMENT
POWER LINE EASEMENT
EXISTING WETLANDS
STREAM CONSERVATION BUFFER
OPEN SPACE
IMPROVED OPEN SPACE
FIRE HYDRANT ASSEMBLY (FHA)
WATER LINE GATE VALVE (GV)
SYMBOLS
WATER LINE REDUCER (RED)
WATER LINE BEND
WATER SERVICE (METER)
SEWER SERVICE (CLEANOUT)
WANDERING WAY CULDESAC
MATCHLINE INSET CULDESACC4.1
W W W W
W
12-QLY
481
480
479
478
477
484 483 482
476
18
20
18
20
10' PDE
WAN
D
E
R
I
N
G
W
A
Y
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWW
437
438
439440
441
442
450
449
460
459
458
457
462
461
447
448
396
446
10,206 SF
11,860 SF
6,306 SF
10,720 SF
9,297 SF
9,739 SF
9,739 SF9,798 SF
10,411 SF
9,894 SF
7,000 SF
7,846 SF
7,000 SF
7,000 SF
7,000 SF
8,277 SF
7,846 SF
7,000 SF
455
456
7,100 SF
7,047 SF
451
452
453
454
437
438
439440
441
442
450
449
460
459
458
457
462
461
447
448
396
446
455
456
451
452
453
454
SS
SS
SS
W W W W W W
W
W
W
W
WWWWWWWWWWWW
W
W
W
W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W WWWWWWWWW
W
SSSSSS
SS
SS
SS
SSSS
SS
SS
S
S
SSSSSSSSSSSSSS
SS
SS
5-UAP
5-UAP
11-QLY
3-NSY
6-NSY
2-QLY
11-UPB
25-QLY
16- QLY
463
466
469
468467
464
465
510
517 516 515 514 513 512
511
501
506
504
505
508
507
509
500
497
496
495 494 493
492
498
533
534
531
532
521
524
491 490 489 488 487 486 485 484
518
519
520
476475474473
472
530
522 523
502
529
528
499
503
526
525
470 471
527
14
13
15 16
17
SCM 5
14
13
15 16
17
12
111098
7
30' PUE
SCMMAE
20' DE
10' PDE
10' PDE
10' PDE
20' DE
VWDE
VWDE
20' DE
20' DE
20' DE
SCM 5SCM 5
10' PDE
10' PDE
WHIMSI
C
A
L
C
O
U
R
T
SAND
Y
W
O
O
D
D
R
WANDERING WAY
STREAMSIDE TERRACELIGHT POLE [TYP]
EASEMENT ABBREVIATION LEGEND
DE DRAINAGE EASEMENT (PUBLIC)
PDE PRIVATE DRAINAGE EASEMENT
PUE PUBLIC UTILITY EASEMENT
SCMMAE SCM MAINTENANCE AND ACCESS EASEMENT
SDTE SIGHT DISTANCE EASEMENT
VWDE VARIABLE WIDTH DRAINAGE EASEMENT (PRIVATE)
1 inch = 60 ft.
60
GRAPHIC SCALE
0 30 60 120MATCHLINE INLET CULDESACWANDERING WAY CULDESAC
LANDSCAPE PLANL1.0
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phase 7\L1.X - LANDSCAPE PLANS.dwg- Thursday, March 3, 2022 12:36:54 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
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Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.comEngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
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KEYMAP
1"=2000'
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
LEGEND
EXISTING WETLANDS
PHASE LINE
NOTES
1.CONTRACTOR TO VERITY THAT ADEQUATE DRAINAGE EXISTS PRIOR TO PLANTING.
2.DO NOT WRAP TRUNK OF TREE.
3.STAKING OF TREES IS NOT RECOMMENDED, EXCEPT ON WINDY SITES OR FOR LARGE EVERGREEN TREES. IF STAKING IS DONE, FLEXIBLE STRAPS -
NOT HOSE AND WIRE - SHOULD BE USED AND MUST BE REMOVED AT APPROPRIATE TIME. PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF
DESTROYED OR DAMAGED TREES.
4.ALL TREES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.).
5. TREES WITH ROOT FLARE COVERED BY MORE THAN 1.5" OF SOIL WILL BE REJECTED PRIOR TO INSTALLATION.
DIG WIDE, SHALLOW PLANTING HOLE
WIDTH = 3 X WIDTH OF ROOT BALL
12" MIN.
PRUNE ONLY TO REMOVE ANY
BROKEN, DEAD OR DISEASED WOOD
WHILE PRESERVING FORM AND
CHARACTER OF TREE; DO NOT CUT
LEADER; DO NOT PRUNE IN ORDER
T O RED U C E CA N O PY S I Z E
NATURAL SOIL LINE
2-3" SHREDDED BARK MUL CH, 3"
MINIMUM FROM TRUNK (DO NOT PLACE
MULCH IN CONTACT WITH TREE TRUNK)
4" BUILT-UP EARTH SAUCER AT EDGE OF ROOT
BALL (OPTIONAL) IF PROVIDED, REMOVE PRIOR
TO ONE YEAR INSPECTION
CUT AND REMOVE TOP 1/2 OF WIRE
BASKET, TURN DOWN TOP 1/2 BURLAP:
REMOVE ALL CORD & TWINE FROM
BASE OF TRUNK; IF NON - DEGRADABLE
WRAP IS USED, REMOVE TOTALLY
TOP OF BALL AS DUG
ROOT CROWN
BREAK UP EDGE OF PLANTING PIT
TAMP SOIL SOLIDLY AROUND BASE OF ROOT
BALL LEAVING SOIL PEDESTAL UNDISTURBED
TREE PLANTING DETAIL (LAN-37)
NTS
SET TOP OF ROOT
BALL 1"-2" ABOVE
FINISHED GRADE
2-3" SHREDDED BARK
MULCH-DO NOT PLACE
A G A I N S T TR U N K
CONT A INER GR OWN
PLANT - PULL ROOTS OUT
OF BALL, OR CUT SIDES
FIRM PEDESTAL UNDER ROOT BALL
FOLD BURLAP DOWN INTO
GROUND. SET TOP OF BALL
FLUSH WITH FINISHED GRADE
BAC KFILL : AME ND THE TO P 6" BY
INCORPORATING 1" - 1.5" COMPOSTED
GROUND BARK OR OT HER SUITABLE
ORGANIC MATTER OR PROVIDE NATIVE OIL
WITH A MINUMUM OF 5% HUMIC MATTER
BREAK UP EDGE
OF PLANTING PIT
12"
(SEE * NOTE BELOW)
* 12" DEEP-CULTIVATE ENTIRE PLANTING AREA AS SINGLE BED
WHEN PLANTING MULTIPLES (FOR LARGER SHRUB ROOT BALLS,
MAKE 4" DEEPER THAN ROOT BALL)
NOTES
1.ALL SHRUBS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.).
2.SOIL ANALYSIS SHALL BE OBTAINED PRIOR TO PLANTING. SOIL SHALL BE AMENDED AS RECOMMENDED.
3.SHEET PREPARATION OF BEDS IS HIGHLY PREFERRED TO INDIVIDUAL DUG HOLE.S.
SHRUB/GROUNDCOVER PLANTING DETAIL (LAN-38)
NTS
LANDSCAPE NOTES (CODE):
1.THE PLANNING AND DEVELOPMENT OFFICER CANNOT ISSUE A CERTIFICATE OF
COMPLIANCE UNTIL ALL LANDSCAPING HAS BEEN INSTALLED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE MUNICIPALITY.
2.IN THE EVENT THAT REQUIRED LANDSCAPING CANNOT BE INSTALLED AT THE
TIME OF REQUESTED CERTIFICATE OF COMPLIANCE, THE APPLICANT MAY
REQUEST AN EXTENSION. THE APPLICANT SHALL MAKE THE FOLLOWING
ARRANGEMENTS TO SECURE A TEMPORARY CERTIFICATE OF COMPLIANCE:
2.1.A SPECIFIC DESCRIPTION OF THE FACTOR(S) HINDERING COMPLETION OR
INSTALLATION OF THE REQUIRED IMPROVEMENT(S);
2.2.A SELF-IMPOSED DEADLINE FOR COMPLETION OF THE INSTALLATION OF
THE REQUIRED IMPROVEMENT(S);
IN NO EVENT SHALL THE TIMELINE FOR COMPLETION OF SAID IMPROVEMENTS
EXTEND FOR MORE THAN ONE (1) YEAR BEYOND THE DATE OF THE REQUEST.
3.LANDSCAPING SHALL NOT OBSTRUCT THE VIEWS OF MOTORISTS USING ANY
STREET, DRIVEWAY, PARKING AISLES OR THE APPROACH TO ANY STREET
INTERSECTION.
4.ALL LANDSCAPING INSTALLATIONS MUST COMPLY WITH SIGHT TRIANGLE
REQUIREMENTS.
5.PLANT MATERIALS MUST BE HARDY TO ZONE 7B IN ACCORDANCE WITH THE U.S.
DEPARTMENT OF AGRICULTURE'S PLANT HARDINESS ZONE MAP.
6.PLANT MATERIALS MUST BE ABLE TO SURVIVE ON NATURAL RAINFALL AND
ESTABLISH WITH NO LOSS OF HEALTH.
7.TREE HEIGHT IS MEASURED FROM THE TOP OF THE ROOT BALL TO THE TIP OF
THE MAIN STEM.
8.ALL STREET TREES PLANTED TO MEET THE LANDSCAPING REQUIREMENTS MUST
BE LOCALLY ADOPTED SPECIES WITH AN EXPECTED MATURE HEIGHT OF 35' OR
GREATER UNLESS SUBJECT TO AN OVERHEAD POWER LINE IN WHICH CASE THE
MATURE HEIGHT MAY BE LESS.
9.ALL LARGE STREET TREES PLANTED TO MEET THE STREET TREE REQUIREMENTS
MUST HAVE A MINIMUM CALIPER OF 3" AND BE AT LEAST 10' TALL AT TIME OF
PLANTING.
10.IN A PROTECTIVE YARD, ALL SHRUBS PLANTED TO MEET THE LANDSCAPING
REQUIREMENTS SHALL BE EVERGREEN AND BE OF A SPECIES THAT UNDER
TYPICAL CONDITIONS CAN BE EXPECTED TO REACH A HEIGHT AND SPREAD OF 3'
WITHIN THREE YEARS OF PLANTING. ALL SHRUBS SHALL BE A MINIMUM OF 18"
TALL WHEN PLANTED.
11.SHRUBS CANNOT BE PLANTED WITHIN THE CRITICAL ROOT ZONE OF ANY
EXISTING TREE.
12.EXISTING HEALTHY VEGETATION MAY BE COUNTED TOWARD THE REQUIRED
LANDSCAPING, IF IT IS USED AS A YEAR-ROUND SIGHT OBSTRUCTION BUFFER.
13.NO REQUIRED LANDSCAPING OR SCREENING SHALL BE PLANTED INSIDE UTILITY
AND DRAINAGE EASEMENTS, EXCLUDING OVERHEAD EASEMENTS, WITHOUT THE
CONSENT OF THE CITY AND THE EASEMENT HOLDER.
14.SIGNIFICANT CHANGES TO THE APPROVED LANDSCAPE PLAN THAT REQUIRE THE
REPLACEMENT AND RELOCATION OF MORE THAN 25% OF THE PLANT MATERIALS
SHALL REQUIRE A NEW LANDSCAPE PLAN AND APPROVAL THROUGH THE PLAN
REVIEW PROCESS.
GENERAL MAINTENANCE OF LANDSCAPING AND SITE:
1.THE PROPERTY OWNER, INCLUDING SUBSEQUENT OR SUCCESSOR OWNER, AND
THEIR AUTHORIZED AGENTS ARE JOINTLY AND SEVERALLY RESPONSIBLE FOR
MAINTENANCE OF LANDSCAPING ON THE PROPERTY ON A CONTINUING BASIDS
FOR THE LIFE OF THE DEVELOPMENT AS SPECIFIED IN SECTION 7.8.5 OF THE
UDO. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND
ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO,
MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER
ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING.
2.LANDSCAPED AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND
OTHER MATERIALS OR PLANTS NOT A PART OF THE LANDSCAPING.
3.REQUIRED LANDSCAPING SHALL BE MAINTAINED IN PERPETUITY. AFTER INITIAL
INSTALLATION, THE OWNER OF THE PROPERTY UPON WHICH THE LANDSCAPING
IS INSTALLED SHALL MAINTAIN ALL REQUIRED PLANTINGS IN A HEALTHY,
VIGOROUS AND ATTRACTIVE STATE.
4.ALL REQUIRED PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWING
CONDITION AS IS APPROPRIATE FOR THE SEASON. PLANT MATERIALS WHICH
EXHIBIT EVIDENCE OF INSECT PESTS, DISEASE AND/OR DAMAGE SHALL BE
APPROPRIATELY TREATED. DEAD PLANTS SHALL BE PROMPTLY REMOVED AND
REPLACED WITHIN THE NEXT PLANTING SEASON AFTER REMOVAL. IF
REPLACEMENT IS NECESSARY, ALL PLANTS AND OTHER NON-LIVING LANDSCAPE
MATERIALS SHALL BE EQUAL IN SIZE, DENSITY AND APPEARANCE AS ORIGINALLY
REQUIRED AT THE TIME OF THE APPROVAL OF THE DEVELOPMENT PERMIT.
5.IN THE EVENT THAT REQUIRED LANDSCAPING CANNOT BE INSTALLED AT THE
TIME OF REQUESTED CERTIFICATE OF COMPLIANCE, THE APPLICANT MAY
REQUEST AN EXTENSION AS SET BY THE GOVERNING ORDINANCE..
GENERAL LANDSCAPE NOTES:
1.THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING
GRADING, WALLS, ETC., REFER TO THE SITE AND GRADING PLANS.
2.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE COLON ROAD PUD,
SANFORD-BROADWAY-LEE COUNTY STANDARDS AND SPECIFICATIONS AND NCDOT, IF
APPLICABLE.
3.NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO
LANDSCAPING, GRADING, BUILDING ELEVATIONS (ESPECIALLY COLOR), LIGHTING, OR
UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF THE GOVERNING MUNICIPALITY.
4.THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY (CO).
5.ALL ABOVE-GROUND HVAC EQUIPMENT AND UTILITY DEVICES (TO INCLUDE, BUT NOT
LIMITED TO TELEPHONE AND CABLE PEDESTALS; ELECTRICAL TRANSFORMERS;
BACKFLOW-DEVICE HOTBOX; ETC) SHALL BE SCREENED FROM OFF-SITE VIEW BY
EVERGREEN SHRUBS, FENCE, OR WALL.
6.ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED A.N.L.A.
STANDARDS AS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", 2004 OR
LATER EDITION.
7.ALL TREES SHALL BE PLACED IN THE FIELD TO AVOID CONFLICTS WITH BURIED
UTILITIES, MAXIMIZING DISTANCE BETWEEN THE ROOT ZONE AND THE BURIED UTILITY
TO THE FULLEST EXTENT POSSIBLE (CIRCUMSTANCES MAY VARY).
8.ALL TREES AND SHRUB SHALL BE FULL, WELL-BRANCHED PLANTS WHICH ARE
CHARACTERISTIC TO THE SPECIES.
9.ALL PLANT BEDS TO BE MULCHED WITH A MINIMUM OF 3". DOUBLE SHREDDED
HARDWOOD MULCH; DYED BROWN; 2" MAXIMUM PARTICLE SIZE. NO PINE STRAW
PERMITTED. ALL PLANT GROUPING SHALL BE MULCHED AS ONE BED.
10.APPLY PER-EMERGENT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURER'S
RECOMMENDATIONS PRIOR TO INSTALLATION OF ANY PLANT MATERIAL.
11.TOPSOIL SHALL BE SPREAD OVER THE ENTIRE LANDSCAPE AREA TO A DEPTH OF AT
LEAST 4 INCHES IN LAWN AREAS AND 6 INCHES IN SHRUB AND GROUNDCOVER BEDS.
12.FINAL LOCATION OF ALL TURF AREAS SHALL BE APPROVED OWNER OR/AND
LANDSCAPE ARCHITECT.
13.LOCATION OF PLANT MATERIAL TO BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION.
14.VERIFICATION OF PLAN QUANTITIES SHOWN ON THIS PLAN SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
15.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED UTILITIES PRIOR TO
INSTALLATION OF ANY PLANT MATERIAL. IF CONFLICTS OCCUR, PLANT LOCATIONS
SHOULD BE ADJUSTED AND APPROVED BY OWNER AND/OR LANDSCAPE ARCHITECT
BEFORE ANY HOLE IS DUG.
16.WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2
FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN
WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM,
FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE.
PREPARATION FOR PLANTED AREAS:
1.PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE
FERTILIZER AND LIME NEEDS.
2.RIP AND LOOSEN SUBGRADE OF PLANTED AREAS TO A MINIMUM OF DEPTH OF 18".
REMOVE STONES AND ANY OTHER DEBRIS OVER 1 12" IN ANY DIMENSION. LIMIT
PREPARATION TO AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION.
- INCORPORATE 6 INCHES OF 5050 BLENDED SOIL INTO THE AREAS TO BE PLANTED.
PLACE 1
2 " DEPTH OF 50
50 SOIL OVER THE AREA AND WORK IT INTO THE TOP OF THE
LOOSENED SUBGRADE TO CREATE A TRANSITION LAYER AND THEN PLACE
ANOTHER 12 " DEPTH OF 50/50 SOIL.
3.SPREAD AMENDMENTS BASED ON SOIL SAMPLE RESULTS INCLUDING SLOW RELEASE
NITROGEN AND TRIPLE SUPERPHOSPHATE FERTILIZER, LIME, AND ORGANIC MATTER.
4.IN HEAVY CLAY SOILS WITH LOW CEC PROVIDE HUMIIC ACID OR A COMPARABLE
PRODUCT TO INCREASE CATION EXCHANGE CAPACITY OF THE SOIL.
5.IN HEAVY CLAY SOILS ADD 1 INCH OF STALITE AND INCORPORATE INTO THE TOP 4
INCHES OF SOIL..
6.GRADE AREAS TO A SMOOTH AND EVEN SURFACE WITH LOOSE, UNIFORMLY FINE
TEXTURE. RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS, AS REQUIRED. LIMIT FINE
GRADING TO AREAS THAT CAN BE PLANTED IMMEDIATELY. LIMIT FOOT TRAFFIC.
PREPARATION FOR INSTALLATION OF LAWNS:
1.PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE
FERTILIZER AND LIME NEEDS.
2.RIP AND LOOSEN SUBGRADE OF LAWN AREAS TO A MINIMUM OF DEPTH OF 6".
REMOVE STONES AND ANY OTHER DEBRIS OVER 1 1
2" IN ANY DIMENSION. LIMIT
PREPARATION TO AREAS WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION.
- PLACE 1
2 " DEPTH OF SCREENED TOP SOIL OVER THE LAWN AREA AND
WORK IT INTO THE TOP OF THE LOOSENED SUBGRADE TO CREATE A
TRANSITION LAYER AND THEN PLACE ANOTHER 12 " DEPTH OF SCREENED TOP
SOIL.
3.SPREAD AMENDMENTS BASED ON SOIL SAMPLE RESULTS INCLUDING FERTILIZER,
LIME, AND ORGANIC MATTER.
4.IN HEAVY CLAY SOILS WITH LOW CEC PROVIDE HUMIC ACID OR A COMPARABLE
PRODUCT TO INCREASE CATION EXCHANGE CAPACITY OF THE SOIL.
5.ALLOW FOR SOD THICKNESS WHEN FINE GRADING.
6.GRADE LAWN AREAS TO A SMOOTH AND EVEN SURFACE WITH LOOSE, UNIFORMLY
FINE TEXTURE. ROLL, RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS, AS REQUIRED.
LIMIT FINE GRADING TO AREAS THAT CAN BE PLANTED IMMEDIATELY. LIMIT FOOT
TRAFFIC.
7.MOISTEN PREPARED LAWN AREAS BEFORE PLANTING IF SOIL IS DRY. WATER
THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING LAWNS. AVOID
CREATING MUDDY CONDITIONS.
SEEDING NEW LAWN AREAS AND DAMAGED EXISTING LAWNS:
·PERFORM SOIL TESTS FROM EVENLY SPACED SAMPLES IN ORDER TO CALIBRATE
FERTILIZER AND LIME NEEDS.
·RAKE SEED LIGHTLY INTO TOP 18 " OF SOIL, ROLL LIGHTLY AND WATER WITH FINE
SPRAY.
·PROTECT SEEDED AREAS BY LIGHTLY SPREADING WHEAT STRAW MULCH, SPREAD BY
HAND, BLOWER OR OTHER SUITABLE EQUIPMENT TO FORM A CONTINOUS BLANKET IN
LOOSE THICKNESS OVER SEEDD AREAS.
·ANCHOR STRAW MULCH BY CRIMPING INTO SOIL WITH SUITABLE MECHANICAL
EQUIPMENT.
·ANCHOR STRAW MULCH WITH NETTING FOR SLOPES.
·WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING.
·WATER NEWLY SEEDED AREAS AND KEEP MOIST UNTIL NEW GRASS IS ESTABLISHED.LANDSCAPE DETAILSL1.1
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phase 7\L1.X - LANDSCAPE PLANS.dwg- Thursday, March 3, 2022 12:36:57 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
WR
WR
2077
REGISTERED L A N DS CAP
E ARCHITECTDAN
IEL B. W H A TLEYNORT H C A RO
L
I
NAPRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
W W W W
W
18
20WAN
D
E
R
I
N
G
W
A
Y
50' P
U
B
L
I
C
R
/
W
&
U
E
18
20
10' PDE
W W W W W W
W
W
W
W
WWWWWWWWWWW
W
W
W
W
W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W WWWWWWWWW
W
LIGHT POLE [TYP]
SAND
Y
W
O
O
D
D
R
WHIMSI
C
A
L
C
O
U
R
T
WANDERING WAY
14
13
15 16
17
SCM 5
14
13
15 16
17
12
111098
7
30' PUE
SCMMAE 5' PUE
(TYP)
20' DE
10' PDE
10' PDE
10' PDE
20' DE
VWDE
VWDE
20' DE
20' DE
20' DE
SCM 5SCM 5
5' PUE
(TYP)
5' PUE
(TYP)
5' PUE
(TYP)
TEMP. CONSTRUCTION
EASEMENT
TEMP. CONSTRUCTION
EASEMENT
10' PDE
10' PDE
5' PUE
(TYP)STREAMSIDE TERRACER
GRAPHIC SCALE
1 inch = 60 ft.
60 0 30 60 120
WANDERING WAY CULDESAC
Revisions
K:\19\19-0640\190647-Serenity Smith Betts - Harnett Co\CAD\Drawing Sets\Construction\Phase 7\SL1.0 OVERALL LIGHTING PLAN.dwg- Thursday, March 3, 2022 12:39:30 PM - WAGNER, DILLONSheet No.
Designer
Drawn By
Date
Job No.WithersRavenel115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: F-1479 | www.withersravenel.com$ngineers [ /Kanners [ STrveyorsSERENITYPHASE 7HARNETT COUNTY, NORTH CAROLINA02190647
03/04/2022
WR
WR
KEYMAP
1"=2000'LIGHTING PLANSL1.0
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTIONMATCHLINE INSET CULDESAC