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INDEX
1. TOPOGRAPHICAL DATA PERFORMED BY GALLOWAY GEOSPATIAL PLLC. 36.ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4"MINIMUM OF TOPSOIL,FREE OF ROOT MATTER z N
AND ROCKS AND GRASSED. 2 C�
2. THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE �
DISTURBING,ALTERING,REMOVING,RELOCATING,ADJUSTING OR CONNECTING TO SAID FACILITIES.THE OWNER SHALL PAY ALL COSTS IN CONNECTION 37.CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND/OR CURB AND GUTTER IS TO Z
WITH ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES. BE REMOVED. LEI
COVER COVER SHEET z W
3. ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. 38.THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF Q j
CE-00 EXISTING SITE SURVEY THE UTILITIES.ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED. w =
4. ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS,ROCKS,AND CLUMPS OF MUD. Q
39.ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP SYMBOL PAINTED ON THE ASPHALT.NOTE STALLS TO 00 z
CE-01 OVERALL SITE LAYOUT
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR IN RECEIVE'VAN ACCESSIBLE'SIGNAGE.
CE-02 SITE AREA ONE AN APPROVED SOLID WASTE LANDFILL.
40.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING
VICINITYM A o CE-03 SITE AREA TWO 6. THE PROPOSED BUILDING WILL BE SPRINKLED. USC APPROVED RPZ BACKFLOW PREVENTER TO BE LOCATED IN RISER ROOM,INSIDE BLDG. DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS.
7. THERE IS EXISTING UNDERGROUND WATER,SEWER,ELECTRICAL,OR FIBER OPTIC ON-SITE OR WITHIN CLOSE PROXIMITY. CONTRACTORS SHALL CALL 81148 41.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN BLN=C-1874
CE-04 OVERALL UTILITY PLAN HOURS PRIOR TO DIGGING. CONTRACTORS SHALL DIG WITH EXTREME CAUTION. POSSIBLE,BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING
TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING.IF THE CLEARANCES ARE LESS THAN
CE-05 AREA 1 UTILITY PLAN 8. CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS.CONTRACTOR TO SUBMIT PROPOSED SCORE JOINT PLAN TO THE SPECIFIED ON THE PLANS OR 12 INCHES,WHICH EVER IS LESS,CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH
ENGINEER PRIOR TO POURING. CONSTRUCTION.
G� CE-06 AREA 2 UTILITY PLAN 9. CONTRACTOR TO FURNISH ALL PAVEMENT MARKINGS AS SHOWN. 42.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL/UNCLASSIFIED HE
SR 1720 DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
� CE-O7 OVERALL DRAINAGE PLAN 10. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED.CONTACT THE NC ONE CALL CENTER AT LEAST 72 HOURS PRIOR
B R YAN T R TO DIGGING @ 811.TRUE LINE SURVEYING HAS ONLY LOCATED THE UTILITIES THAT ARE ABOVE GROUND AT THE TIME OF FIELD SURVEY.UNDERGROUND 43.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING,SHORING,
v ��-08 AREA 1 DRAINAGE PLAN LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES.THE SURVEYOR DOES NOT GUARANTEE THATANY AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA,FEDERAL,STATE AND LOCAL REGULATIONS
, ^ UNDERGROUND STRUCTURES SUCH AS UTILITIES,TANKS AND PIPES ARE LOCATED HEREON. PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS.THE OWNER,HARNETT COUNTY,TOWN OF ERWIN
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�Q CE-09 AREA 2 DRAINAGE PLAN &STOCKS ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
11. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. O
C1 O 44.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION OF ALL OF
4��� CE-10 STREET "A� PLAN and PROFILE 12. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES,REGULATIONS,AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY,NCDOT,HARNETT COUNTY, THE UNDERGROUND UTILITIES,CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT. \
o AND THE TOWN OF ERWIN.ti s� SHALL CONFORM TO THE STANDARDS
CE-11 STREET "B" PLAN and PROFILE 13. ALL CONSTRUCTION AND MATERIALS SHALL MEET HARNETT COUNTY,AQUA,AND NCDOT SPECIFICATIONS AND STANDARDS,LATEST EDITION.ALL WORK 4 CAROLINA DEPARTMENT OF HEALTH CONSTRU.ALL WATER LINE AND SEWER LINEICCTION ON PERMIT,HARNETT REGIONAL WATER AND DETAILS OF THE STATE OF NORTH
CE-12 STREET B" PLAN and PROFILE WITHIN NCDOT RIGHT-OF-WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT WITH \ O
46.ASPHALT PAVEMENT SHALL BE SMOOTH, TH STRAIGHT OVERLAPPING SEAMS,FREE OF SEGREGATION,STAINS,BIRD BATHS,AND
14. ALL CONCRETE PIPE IS TO BE ASTM C-76,CLASS III WITH RAM-NEK,UNLESS OTHERWISE NOTED.IF COVER IS LESS THAN 2'CLASS IN PIPE SHALL BE IMPERFECTIONS. ASPHALT PATCHING,SKIN PATCHES,OR RE-HEATING AND ROLLING WILL NOT BE ALLOWED. AREAS THATARE
CE-13 STREET "C" PLAN and PROFILE INSTALLED. NOT ACCEPTABLE TO THE OWNER/ENGINEER WILL BE SAWCUT AND REMOVED. NO PATCH SMALLER THAN 200 SF WILL ALLOWED \
/� " AND THE SAWCUTS MUST FALL ON A PAINT LINE OR EXISTING SEAM.
,�� CE-14 STREET C� and LINE A� PLAN and PROFILE 15. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD ZONE. 5*4
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9 47.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE
SITECE-15 STREET "D" PLAN and PROFILE 16. WETLANDS AND PONDS ARE SHOWN. WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH&AQUA. 1111111;
CE-16 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY.ALL SIGNS,PAVEMENT 48 THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATERING NECESSARY TO CONSTRUCT THE PROJECTAS
STREET "E" PLAN and PROFILE MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD),LATEST EDITION. SHOWN ON THE PLANS.
CE-17 STREET "F" PLAN and PROFILE 18. PRIOR TO PLACING CABC STONE BASE,THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND PROOF ROLL THE SUBGRADE.ANY 49.NATURAL GAS IS AVAILABLE. COORDINATE INSTALLATION WITH PEIDMONT NATURAL GAS.
STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
CE-18 SO.TESTING BY CONTRACTOR:CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
0 SEWER FORCEMAIN PROFILE 19. DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR TOPOGRAPHICAL REPORT.ISOLATED (APPROVED BY THE OWNER)TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING O
CE-19 AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL EARTHWORK OPERATIONS.COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE
a SEWER FORCEMAI N PROFILE SOILS INVESTIGATION.THEREFORE,THE OWNER/CLIENT IS TO BE AWARE THAT STOCKS ENGINEERING WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR CONTRACTOR,THE OWNER,AND THE STRUCTURAL ENGINEER.-THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE
CE-20 SEWER FORCEMAI N PROFILE ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION AND BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND O
PROCESS WHICH MAY INCLUDE,BUT MAY NOT NECESSARILY BE LIMITED TO,TESTING SUBGRADE AND BASE DENSITY,ENGAGING THE DESIGN ENGINEER FOR LABORATORY TESTING.(MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS).-IN PAVED I
CE-21 OVERALL GRADING PLAN THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, AND BUILDING SLAB AREAS,THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2O00 SQUARE
OPPORTUNITY FOR THE DESIGN ENGINEER TO CALL IN A SOILS ENGINEER FOR CONSULTATION AND ADVICE,ETC.-STEPS WHICH TAKEN ALTOGETHER WITH FEET OF FILL IN EACH COMPACTED FILL LAYER.IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY,THE CONTRACTOR SHALL
THE INITIAL DESIGN SHOWN ON THE PLANS,CONSTITUTE THE COMPLETE DESIGN OF THE ROAD,STREET OF PARKING AREA(PRIVATE OR PUBLIC).THE RE-COMPACT THAT LAYER.THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO
CE-22 AREA 1 GRADING PLAN DESIGN ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS,THE TESTING
PROCESS.PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE CONSTRUCTION PROCESS IF THE OWNER'S/CLIENTS SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH
CE-23 AREA 2 GRADING PLAN DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT. COMPACTED FILL LAYER,WITH NO LESS THAN TWO TESTS ALONG A WALL FACE.IF A TEST SHOULD FAIL TO MEET REQUIRED \
N 0 T TO SCALE CE-24 OVERALL INITIAL EC PLAN 20. ALL UTILITY SERVICES,(POWER,TELEPHONE,CABLE,ETC.)ARE PROPOSED TO BE UNDERGROUND.DO NOT SOD,SEED OR MULCH DISTURBED AREAS UNTIL DENSITY,THE CONTRACTOR SHALL RE-COMPACT THAT LAYER.THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT
ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION.
CE-25 INITIAL EC PLAN AREA 1 21. SITE LIGHTING IS PRIVATELY OWNED. 51.COMPACTION:COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12"OF SUBGRADE IN CUT AREAS TO O
98%OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES,SLABS,AND PAVEMENTS AND 90%OF MAXIMUM
CE-26 INITIAL EC PLAN AREA 2 22. PROPERTY IS TO BE SERVED BY HARNETT REGIONAL WATER(WATER&SEWER). DENSITY FOR LAWNS OR UNPAVED AREAS.
23. THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT FRONTAGES AT THE SETBACK LINE AND 52.THE BUILDING CONTRACTOR AND THE SITE WORK CONTRACTOR ARE TO COORDINATE THE INSTALLATION OF DRAINAGE PIPES
CE-27 OVERALL FINAL EC PLAN FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO VERIFY LOT LINE SETBACKS BEFORE SETTING FORMS OR DIGGING AROUND THE BUILDING STRUCTURE.
CE-28 FINAL EC PLAN AREA 1 FOOTINGS. 53.ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE OWNER.THE TOWN WILL NOTACCEPT 1
SITE INFORMAT/ON RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO UNDERGROUND SERVICES,
PROJECT NAME: BRYANT ROAD SUBDIVISION CE-29 FINAL EC PLAN AREA 2 24. REGULATORY SIGNS,STOPS SIGNS AND ADA SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE MATERIALS.LOCAL DETAILS SHALL NOR WILL THE.TOWN
TOWN ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE,PAVEMENT PATCHING OR DAMAGE TO
SITE LOCATION: .........................................................ERWIN, NC THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER.
D-01 NPDES PERMIT SHEET
GOVERN. LANDSCAPING
HARNETT COUNTY 25. ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE,UNLESS OTHERWISE DIRECTED BY THE OWNER. 54.FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES.IN AREAS
PIN:...........................................................................................1507-37-7604 D-02 NPDES PERMIT SHEET WHERE GROUND AND MAINTAINED.SURFACES ARE SOFT OR LIKELY TO BECOME SOFT,HARD ALL WEATHER SURFACE ROADS SHALL BE PROVIDED
1507-35-0329 26. ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES: O
D-03 EROSION CONTROL NOTES AND DETAILS A.COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE. 55.ADDRESS NUMBERS,BOTH COMMERCIAL AND RESIDENTIAL,MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO B.COMPLETION OF STONE PLACEMENT PRIOR TO PAVING. O
DEED BOOK/PAGE.....................................................3737/849, 338/36 THE MAIN ENTRANCE IN A POSITION TO BE PLAINLY LEGIBLE,VISIBLE,AND UNOBSTRUCTED FROM THE STREET OR ROAD
D-04 EROSION CONTROL NOTES AND DETAILS C.FINAL INSPECTION WHEN ALL WORK IS COMPLETE. FRONTING THE PROPERTY.
ZONE:.....................................................................................PRO. PUD ZONING 27. THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
(SEE REQUIREMENTS BELOW) D-05 HRW WATER DETAILS 56.DISTURBED AREA IS OVER 1 ACRE AND A FORMAL SEDIMENTATION&EROSION CONTROL PLAN APPROVAL IS REQUIRED
28. THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH. AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. THE SEDIMENTATION&EROSION CONTROL PLAN PROVIDED SHOULD BE
TRACK ACREAGE:.........................................................t54.82 Ac. D-06 HRW WATER DETAILS REGARDED AS MINIMUM REQUIREMENTS;ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO \
NUMBER OF LOTS:......................................................±247 LOTS 29. ALL HVAC UNITS FOR THE PROPOSED BUILDING WILL BE SCREENED FROM PUBLIC RIGHT OF WAY. SEDIMENT IS RELEASED FROM THE SITE.
SINGLE FAMILY DETACHED:................................204 D-07 HRW WATER DETAILS 57.(CONSTRUCTION/SITE PLANS)WATER AND SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE DENR.PERMIT NUMBERS
30. ALL CURB AND GUTTER TO BE 30"VALLEY CURB AND GUTTER.ALL CURB AND GUTTER WITHIN NCDOT OR R/W SHALL BE 30"STANDARD.
SINGLE FAMILY TOWNHOMES:...........................43 ARE AS FOLLOWS:
PHASE ONE D-O8 HRW SEWER DETAILS 31. ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS,AIR ENTRAINED. WATER PERMIT NUMBER:00000000
LINEAR FOOTAGE OF STREETS:....................f7,120 LF 57 SF SEWER PERMIT NUMBER:00000000
14 TH D-09 HRW SEWER DETAILS 32. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE. 58.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED
AREA OF PROPOSED STREET R/W..........f7.98 Ac. PHASE TWO 33. PROVIDE HANDICAP SIGNS,MARKING AND RAMPS AS SHOWN. AND EASILY ACCESSIBLE DURING CONSTRUCTION.THIS INCLUDES APPROVED CONSTRUCTION PLANS,APPROVED EROSION CONTROL
86 SF D-10 HRW SEWER DETAILS PLANS,ENCROACHMENT AGREEMENTS,DRIVEWAY PERMITS,WATER/SEWER PERMITS,ETC.
DISTURBED AREA (ESTIMATE):.......................±44 Ac. 14 TH D-11 HRW SEWER DETAILS 34. HANDICAP RAMPS ARE TO MEET"ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES"AS DETAILED IN THE FEDERAL REGISTER,VOLUME 56,
PHASE THREE NUMBER 144 DATED JULY 26,1991,RULES AND REGULATIONS ACTIVATED JANUARY 26,1992.FOR ADDITIONAL INFORMATION,REFER TO THE NC STATE 59.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NCDOT,TOWN OF ERWIN,HARNETT COUNTY,HARNETT REGIONAL WATER
BUILDING CODE VOLUME 1-C,"MAKING BUILDINGS AND FACILITIES ACCESSIBLE TO THE USEABLE BY THE PHYSICALLY HANDICAPPED",1991 EDITION.ALL AND NCDENR STANDARDS AND SPECIFICATIONS.
MINIMUM BUILDING SETBACKS: SF TH 61 SF D-12 HRW SEWER DETAILS STREET RETURNS TO HAVE H.C.RAMPS.H.C.RAMPS SHALL MEET CITY OF CLINTON AND NCDOT STANDARDS/SPECIFICATIONS.
FRONT/R/W......................................................................20' 20' 15 TH 60.MAINTAIN MINIMUM 3'COVER FOR ALL WATER PIPE&SEWER PIPE.
SIDE:........................................................................................ 5' or D-13 HRW NOTES 35. CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND/OR OWNER.ANY CONCRETE THAT HAS
REAR' 15' 15, NOT BEEN APPROVED BY THE ENGINEER AND/OR OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 61.WHERE WATERLINE CROSSES: CARD
•""""""""""""""""""""""""""""""""""""""""""' A.SANITARY SEWER:WATERLINE SHALL CROSS ABOVE AND MAINTAIN 18"VERTICAL SEPARATION OR 10'OF HORIZONTAL
CORNER SIDE:.................................................................10 10 D-14 SEPARATION.IF THIS SEPARATION CANNOT MAINTAIN OR IF WATERLINE PASSES BELOW SEWER LINE THEN BOTH WATERLINE AND ``a !�� .•. . .•. l�
MINIMUM STREET FRONTAGE:................................40' 20° D-15 SITE DETAILS BE STORM SEWERR LINE :WHERE WATERLINE BE CLASS 50 ILE CR03SESIPE ABOVOR A E MAINTAINn1'OF 10,EACH SIDE OF VERTICAL SEPARATION,WHERE WATERLINE CROSSES BELOW =SSING. O Q�pEESS/pN9l y-�
400 D-16 SITE DETAILS C/V/l En ineerin MAINTAIN 18"VERTICAL SEPARATION.IF THIS SEPARATION CANNOT BE MAINTAINED WATERLINE SHALL BE CLASS 50 DUCTILE IRON SEAL _MINIMUM LOT SIZE..(SF.):......................................4,800 ,, Owner/Deve%per= �- �-
PIPE FOR MINIMUM OF 10'EACH SIDE OF CROSSING. : 19843
TOWNSHIP:...........................................................................ERWIN, NC D-17 SCM #1 DETIALS ;
62.WHERE SANITARY SEWER CROSSES STORM MAINTAIN 18"SEPARATION.IF THIS SEPARATION CANNOT BE MAINTAINED SANITARY
( ) D-18 SCM #2 DETIALS ;v FNG PRO. OPEN SPACE AREA:..................................,6.24 Ac. t3O% SEWER SHALL BE CLASS 50 DUCTILE IRON PIPE FOR MINIMUM OF 10'EACH SIDE OF CROSSING.63.REFERENCE NC 15A,18C, i
TRUE HOMES, LLC Stocks Engineering, PA .0906 FOR ADDITIONAL CROSSING INFORMATION.THIS CRITERIA SHALL BE METATALL CROSSINGS. ��
DISTURBED AREA:......................................................43.79 Ac. D-19 SCM #3 DETIALS 801 East Washington Street 63.REFERENCE NC 15A,18C, ���� f%
2649 Brekonridge Centre Dr .0906 FOR ADDITIONAL CROSSING INFORMATION.THIS CRITERIA SHALL BE MET AT ALL CROSSINGS.
D-20 LIGHTING, STRIPING and PHASING PLAN Monroe, NC 28110-5629 Nashville, North Carolina 27856
HRW REVIEW NOTES: 5/23/23
D-21 LANDSCAPE AND BUFFER PLAN iwardetruehomesusa.com 252.4598196 (0252.903.6891 (c)
Contact= ✓ON WARD Contact- Mike Stocks, PE 1. NCDOT Utilities manual dated 2022 Section 3.4.9.1 requires fire hydrants to be located at the back of the ditch.Water meters will also need to be
ineerin com located at the back of the ditch.Water nine located at the front of ditch.
D-22 MISC. NOTES AND DETAILS mstocksostockse
g 2. All work will need to be coordinated and inspected with HRW Construction Inspector Chad Everette. COVER SHEET
3. Approval of this Plat/Plan does not guarantee water capacity.Current/Future capacity may not be available.This development may require
additional improvements to the existing water system to meet future water demands prior to a preliminary plat,construction plan and/orfinal plat
approval.
3 4. HOA is responsible for maintenance of the mail kiosks,recreation areas,associated parking areas and all landscape buffering. 3
GOVERNING AGENCIES= REVISIONS
Surveying 40' R/W 3/7/23 30% Plot Set
PLANNING: PUBLIC UTILITIES: 30" 5' UTILITY 6,5'L5' GRASS GRASS 5' UTILITY 7/6/23 Permitting Set
TOWN OF ERWW HARNETT REGIONAL WATER 12" 18" EASEMENT 5' S/W TRIP 27' BB STRIP EASEMENT 9/11/23 Resubmittal
PLANNING DEPARTMENT. 700 MCKINNEY PKWY. Galloway Geospatial PLLC
100 WEST F. ST. (P.O. BOX 459) LILLINGTON, NC 27546 30" 12 SF9,5B ASPHALT
ERWW, NC 28339 �2,0% � 1/4 � f 2,0%
CONTACT MR. SNOW BOWDEN CONTACT MR. ✓A Y MEYERS 252 565 2657 (c) � 1>0
_
(919) 893-7575 �' > ' ' .. : -III- _ =1'' II - I-
(910) 591-4200 ✓MEYERS�IARNETT.ORG Contact- Cale Galloway, PLS, GISP, CFS cABc -1 I II II I, 1=-.��I -
"I-- III=1
TOWNMANAGER&ERMN-NC.ORG caleagallowaygis com FILE NO. 2022-063
C❑MPACTED SUBGRADE - PREPARE
SCALE: 1 " = 50' IN ACCORDANCE WITH GE❑TECHNICAL EL HORZ. SCALE: 1"=50'
V❑AL❑LEY CURB DETAIL REPORT,SCALE STREET CROSS SECTION VERT. SCALE: NONE
0 50 100 125 150 NOT TO SCALE
COVER
MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21 1 L i