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Home My WebLink AboutMason Landing_approved Prelim.CDs_8.2.22Civil Engineering:SCALE: N.T.S.VICINITY MAPMASON LANDING SUBDIVISIONNThe Curry Engineering Group, PLLCNC License # P-0799PO Box 2018205 S. Fuquay AveFuquay-Varina, NC 27526919.552.0849 (o)919.880.9857 (m)Contact: Don Curry, PEdon@curryeng.comDeveloper / Land Owner:HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION - CONSTRUCTION DRAWINGSHARNETT COUNTYSITEGOVERNING AGENCIES:UTILITY AGENCIES:PLANNING/ZONING/LANDSCAPEHARNETT COUNTYPLANNING DEPT.108 E. FRONT STREETLILLINGTON, NC 27546910.893.7525 OPT. 4CONTACT: MR. LANDON CHANDLEREROSION CONTROLSTORMWATERWATER & SEWERHARNETT REGIONAL WATER700 McKINNEY PARKWAYLILLINTON, NC 27546910.893.7575CONTACT: MR. SHANE CUMMINGSNCDENR-DWQ SEWERNCDENR DIVISION OF WATER RESOURCESFAYETTEVILLE REGIONAL OFFICE225 GREEN STREETSUITE 714FAYETTEVILLE, NC 28301910.433.3300NCDENR-PUBLIC WATER SUPPLYNCDENR DIVISION OF WATER RESOURCESRALEIGH REGIONAL OFFICE512 N. SALISBURY STREETRALEIGH, NC 27604919.707.9100ENGINEERINGHARNETT REGIONAL WATER700 McKINNEY PARKWAYLILLINTON, NC 27546910.893.7575CONTACT: MR. SHANE CUMMINGSCOVER SHEETC0.0N.T.SDRAWING INDEXSheet NumberSheet Ti tleC0.0COVER SHEETC0.1CIVIL NOTESC0.2HRW NOTES IC0.3HRW NOTES IIC1.0EXISTING CONDITIONS & DEMOLITION PLANC2.0OVERALL SITE LAYOUTC2.1PARTIAL SITE LAYOUT IC2.2PARTIAL SITE LAYOUT IIC3.0OVERALL UTILITY PLANC3.1PARTIAL UTILITY PLAN IC3.2PARTIAL UTILITY PLAN IIC4.0OVERALL GRADING AND DRAINAGE PLANC4.1PARTIAL GRADING AND DRAINAGE PLAN IC4.2PARTIAL GRADING AND DRAINAGE PLAN IIC5.1.1SAWYER DRIVE PLAN AND PROFILE IC5.1.2SAWYER DRIVE PLAN AND PROFILE IIC5.2SS OUTFALL PLAN AND PROFILEC5.3WATER MAIN PROFILEC6.0SITE DETAILSC6.1WATER DETAILS IC6.2WATER DETAILS IIC6.3SANITARY SEWER DETAILSL1.0LANDSCAPE PLANEC1.0EROSION CONTROL PLAN - INITIAL PHASEEC2.0EROSION CONTROL PLAN - CONSTRUCTION PHASEEC3.0EROSION CONTROL DETAILS IEC4.0EROSION CONTROL DETAILS IIEC5.0EROSION CONTROL DETAILS IIIEC6.0EROSION CONTROL DETAILS IVPROSPECT CHURCH RD (SR 2009)NCDEQ DIVISION OF ENERGY, MINERAL & LANDRESOURCESRALEIGH REGIONAL OFFICE512 N. SALISBURY STREETRALEIGH, NC 27604919.807.6369CONTACT: MR. JIM FARKISNCDEQ DIVISION OF ENERGY, MINERAL & LANDRESOURCESFAYETTEVILLE REGIONAL OFFICE225 GREEN STREETSUITE 714FAYETTEVILLE, NC 28301910.433.3300CONTACT: JODI PACEENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526(919) 552-0849(919) 552-2043CURRY ENGINEERSNORTH CAROL INA EST.10NC LIC. NO. P-0799TFZ:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C0.0 COVER SHEET.DWGPLOTTED: 8/2/2022 2:53 PM PROFESSIONAL'S SEALDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONS 24 x 36STATUSCONSULTANTCLIENTCONSTRUCTION DRAWINGSMASON LANDING SUBDIVISIONAUGUST 20, 20212021-026RELEASEDFOR CONSTRUCTIONLong Land Development, LLC9404 Northfield Ct.Raleigh, NC 27603919-810-6151 (m)Contact: Hal Longhallong@att.net01 / 14 / 20221NCDEQ COMMENT REVISION01 / 26 / 20222HRW COMMENT REVISION02 / 01 / 20223NCDOT COMMENT REVISION02 / 25 / 20224HRW COMMENT REVISION03 / 09 / 20225HRW COMMENT REVISION03 / 25 / 20226NCDEQ PWSS COMMENT REVISION03 / 30 / 20227RELEASED FOR CONSTRUCTION07 / 08 / 20228HARNETT PLANNING COMMENT REVISIONNC 55NCDOTNC DEPT. OF TRANSPORTATIONDIV. 6, DISTRICT 2600 SOUTHERN AVENUEFAYETTEVILLE, NC 28302910.364.0601CONTACT: MR. RICHIE HINESOWNER'S CONSENT FORMLong Land Development, LLC9404 Northfield Ct.Raleigh, NC 27603919-810-6151 (m)Contact: Hal Longhallong@att.netFIRST SUBMITTED TO HARNETT COUNTY: SEPTEMBER 17, 2021Surveyor:Mauldin-Watkins Surveying, PAP.O. BOX 444/1301 W. Broad StreetFuquay-Varina, NC 27526919.552.9326Contact: Wayne Mauldin, PLSSITE INFORMATIONZONING:COUNTY:LOCATION:PARENT PIN:DB/PG:ACREAGE:HARNETTLAND CLASS:LOW-DENSITY RESIDENTIALRIGHT OF WAY & OTHER AREAS:RIGHT OF WAY DEDICATION:33,367 SF (0.77 AC)20.06 AC3972 / 00511508-08-2742 & 1508-08-1016LOT ACREAGE:TOTAL NUMBER PROPOSED LOTS:PROPOSED DENSITY:MINIMUM ALLOWED LOT SIZE:MINIMUM PROPOSED LOT SIZE:MAXIMUM PROPOSED LOT SIZE:AVERAGE PROPOSED LOT SIZE:29,320 SF45,732 SF25,400 SF25,000 SF1.14 DU/AC22SIDE YARD:FRONT YARD:35'10'REAR YARD:25'MINIMUM BUILDING SETBACKS:CORNER YARD:20'MINIMUM ALLOWABLE LOT WIDTH:100'100'NUMBER OF PHASES:1IMPERVIOUS AREAS:ROADWAYS / PARKING:0.55 ACLOTS (5,000 SF/LOT):TOTAL ON-SITE IMPERVIOUS AREA:TOTAL ON-SITE IMPERVIOUS PERCENT:UTILITY DEMANDSWATER USAGE:2.53 AC3.08 AC15.4%7,920 GPD3 BED X 120 GPD/BED X 22 UNITSRA-30PROSPECT CHURCH RD.DUNN, NC 28334MINIMUM PROPOSED LOT WIDTH @FRONT BUILDING SETBACK:AREA AFTER DEDICATION:19.29 ACTOWNSHIP:GROVEAPPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY ORWASTEWATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE.THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTINGWATER AND WASTEWATER SYSTEM TO MEET FUTURE WATER AND WASTEWATERDEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINALPLAT APPROVAL.HARNETT COUNTY REQUIRED NOTE: C0.1 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C0.1 CIVIL NOTES.DWGPLOTTED: 8/1/2022 10:18 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION CIVIL NOTES 1.TOPOGRAPHICAL DATA PERFORMED BY MAULDIN-WATKINS SURVEYING, PA. SITE BENCHMARK IS AVAILABLE FROM SURVEYOR. CONTOURS SHOWN HEREON ARE FROM AN ACTUAL FIELD SURVEY. BOUNDARY INFORMATION SUPPLIED BY OWNER AND SHOWN FOR REFERENCE ONLY. CONSULT PLS FOR ACTUAL BOUNDARY DATA. 2.ALL WORK, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE HARNETT COUNTY STANDARDS AND SPECIFICATIONS, LATEST EDITION. 3.ALL WORK, CONSTRUCTION AND MATERIALS WITHIN NCDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE 2018 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. 4.ALL RIGHT OF WAYS SHALL BE PUBLIC & NCDOT MAINTAINED. 5.THIS SITE IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAPS 3720150800J DATED OCT 3, 2006. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY. TRAFFIC CONTROL SHALL BE MAINTAINED AT ALL TIMES WITH PROPER SIGNAGE, SIGNALS, LIGHTING, FLAGMEN. ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 7.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER/SEWER PERMITS, ETC. 8.LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL CENTER AT LEAST 48 HOURS PRIOR TO DIGGING @ 1.800.632.4949. UNDERGROUND LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED BY VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS AND PIPES ARE LOCATED HEREON. 9.THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. 10.THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY COUNTY OR NCDOT DAMAGED PROPERTY. THE CONTRACTOR SHALL REPAIR THE DAMAGED PROPERTY TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE AGENCY HOLDING JURISDICTION AT NO COST TO THE OWNER. 11.ANY DAMAGE DONE TO PRIVATE PROPERTY OWNERS SIGNS, MAILBOX, DRIVEWAY CULVERTS, OR OTHER PROPERTY SHALL BE RESTORED TO ORIGINAL CONDITION. 12.CONTRACTOR IS RESPONSIBLE FOR FENCING AND SECURITY OF HIS LAYDOWN AND STORAGE AREA. 13.CONTRACTOR SHALL KEEP ALL ROADS FREE OF DIRT AND DEBRIS AT ALL TIMES. 14.CONTRACTOR SHALL PROTECT EXISTING PAVEMENTS AND UTILITIES FROM HEAVY EARTH MOVING EQUIPMENT. PROVIDE TRAFFIC CONTROL AND ADEQUATE PROTECTION METHODS AT ALL EQUIPMENT CROSSINGS. 15.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. 16.ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD. ALL ROCKS GREATER THAN 3" DURING EXCAVATION SHALL BE REMOVED. 17.UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR IN AN APPROVED, LEGAL DISPOSAL SITE. 18.CONCRETE SIDEWALKS THAT ARE TO BE REMOVED SHALL BE CUT BACK TO NEAREST EXPANSION OR CONTROL JOINT AND REPLACED WITH 4-INCH CONCRETE SIDEWALK FINISHED TO MATCH EXISTING SIDEWALKS. 19.CONTRACTOR TO COORDINATE WITH HARNETT REGIONAL WATER FOR TEMPORARY WATER NEEDED DURING CONSTRUCTION. IF PERMITTED TO CONNECT TO EXISTING FIRE HYDRANT, A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER WILL BE REQUIRED. 20.THE TRANSITION OF PROPOSED ROADWAY TO EXISTING ROADWAY SHALL BE DONE WITH A MINIMUM 8-FT TRANSITION WHERE THE EXISTING PAVEMENT IS MILLED TO A MINIMUM DEPTH OF 1-1/2" AND OVERLAID. 21.ALL PAVEMENT SAW CUTS SHALL BE NEAT, STRAIGHT AND FULL DEPTH. 22.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140 N OR APPROVED EQUAL). 23.ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER TO AN APPROVED NCDENR LOCATION. 24.ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE GEOTECHNICAL ENGINEER AT THE FOLLOWING STAGES: A.COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE. B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING. C.FINAL INSPECTION WHEN ALL WORK IS COMPLETE. 25.PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE GEOTECHNICAL ENGINEER TO INSPECT THE PROOF ROLL OF THE SUBGRADE. ANY STONE PLACED WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO RE-CONSTRUCTION IF SUBGRADE DOES NOT MEET NCDOT STANDARDS & SPECIFICATION 26.ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED OR MULCH DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE PRIVATE UTILITY SERVICE COMPANIES FOR ANY REQUIRED CONDUITS OR POINT OF CONTACT CONDITIONS. 27.ALL PUBLIC UTILITIES THAT REQUIRE AN ENGINEERING CERTIFICATION MUST BE INSPECTED BY A PROFESSIONAL ENGINEER ON A PERIODIC BASIS. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER WHEN INSTALLING UTILITIES FOR PERIODIC INSPECTIONS. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER AT THE TIME OF PRESSURE TESTING AND WATER LINE DISINFECTION. THE CONTRACTOR SHALL SUPPLY THE PROJECT ENGINEER PRESSURE TEST RESULTS. 28.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN 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 SPECIFIED ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 29.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION. 30.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT. PREPARATION OF THE NECESSARY/REQUIRED AS-BUILT PLANS TO BE SUBMITTED TO HARNETT COUNTY AND/OR ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS. 31.THE CONTRACTOR SHALL INCLUDE IN THE PRICE, ANY AND ALL COSTS ASSOCIATED WITH PROVIDING A PROFESSIONAL ENGINEER ON SITE IF REQUIRED, DURING THE CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITIES, UNDERGROUND UTILITIES, ETC. AS REQUIRED FOR AS-BUILT CERTIFICATION. 32.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. NCDOT, HARNETT COUNTY & CURRY ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS. 33.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE (APPROVED BY THE OWNER) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE CONTRACTOR, THE OWNER, AND THE APPLICABLE APPROVING AGENCY. --THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE AND BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND LABORATORY TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). --IN PAVED AND BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2000 SQUARE FEET OF FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH NO LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. 34.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT AREAS TO 100% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T99 FOR STRUCTURES, SLABS, AND PAVEMENTS AND 95% OF MAXIMUM DENSITY FOR EMBANKMENTS OR UNPAVED AREAS. MAX LIFT THICKNESS FOR FILL AREAS IS 8 INCHES. 35.DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL IS REQUIRED AS A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR PICKING UP AND PAYING FOR GRADING PERMIT ISSUED BY NCDENR DIVISION OF ENERGY, MINERALS AND LAND QUALITY. 36.DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY BE DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS INVESTIGATION. THEREFORE, THE OWNER/CLIENT IS TO BE AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE GEOTECHNICAL ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF ROLLING SUBGRADE AND BASE AT VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN ENGINEER TO CALL IN A GEOTECHNICAL ENGINEER FOR CONSULTATION AND ADVICE, ETC. - STEPS WHICH TAKEN ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE PLANS, CONSTITUTE THE COMPLETE DESIGN OF THE ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE CONSTRUCTION PROCESS IF THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT. GENERAL CONSTRUCTION NOTES: P PROPERTY LINE L L CENTERLINE DIAMETER OR ROUND C AND & -- C -- -- A -- -- B -- -- D -- -- E -- -- F -- -- G -- -- H -- -- I -- -- L -- ** ALL SYMBOLS & ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THIS DRAWING PACKAGE ** IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION GENERAL ABBREVIATIONS: ABC AGGREGATE BASE ASPH ASPHALT AVE AVENUE BLVD BOULEVARD BLDG BUILDING BOC BACK OF CURB BW BOTTOM OF WALL CB CATCH BASIN CI CURB INLET CIP CAST IRON PIPE CLS CLASS CJ CONTROL JOINT CO CLEANOUT CONC CONCRETE DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DOM DOMESTIC DR DRIVE (XX) EXISTING ELEVATION E EAST, EASTING EL ELEVATION EJ EXPANSION JOINT EOP EDGE OF PAVEMENT EX EXISTING EVAP EVAPORATIVE FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FHA FIRE HYDRANT ASSEMBLY FL FLOW LINE FT FOOT OR FEET G GAS GALV GALVANIZED GB GRADE BREAK GE GENERAL ELECTRIC GR GRADE HWR HARNETT REGIONAL WATER HDPE HIGH DENSITY POLYETHYLENE HORIZ HORIZONTAL HOV HIGH OCCUPANCY VEHICLE HP HIGH POINT IAW IN ACCORDANCE WITH I.H.INTERSTATE HIGHWAY INV INVERT LEN LENGTH LEV LOW EMISSION VEHICLE LF LINEAR FEET LP LOW POINT www.ncocc.org BEFORE YOU DIG, CALL NORTH CAROLINA ONE CALL CENTER -- M -- -- N -- -- O -- -- P -- -- R -- -- S -- -- T -- -- U -- -- V -- -- W -- -- Y -- MAX MAXIMUM MH MANHOLE MIN MINIMUM N NORTH, NORTHING NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES NCDOT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NTS NOT TO SCALE OH OVERHEAD OCB OFF-SET CATCH BASIN PCC PORTLAND CEMENT CONCRETE PE POLYETHYLENE PKWY PARKWAY POC POINT OF CONNECTION PVC POLYVINYL CHLORIDE R RADIUS RCP REINFORCED CONCRETE PIPE R.O.W. RIGHT OF WAY RPDA REDUCED PRESSURE DETECTOR ASSEMBLY RPZ REDUCED PRESSURE ZONE S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SDE SIGHT DISTANCE EASEMENT SSMH SANITARY SEWER MANHOLE SS SANITARY SEWER STA STATION STD STANDARD ST.STL STAINLESS STEEL SWPPP STORMWATER POLLUTION PREVENTION PLAN TB TOP OF BARRIER TC/TOC TOP OF CURB TD TEMPORARY DIVERSION TH TEST HEADER TOP TOP OF PIPE TP TOP OF PAD TYP TYPICAL TW TOP OF WALL UG UNDERGROUND VEG VEGETATED VERT VERTICAL W WEST W/ WITH W/O WITHOUT YI YARD INLET IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION C0.2 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C0.2 HRW NOTES I.DWGPLOTTED: 8/1/2022 10:18 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION HRW NOTES I C0.3 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C0.3 HRW NOTES II.DWGPLOTTED: 8/1/2022 10:18 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION HRW NOTES II OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E N 12°45'00"E 1172.41'S 81°31'23"E 639.16'S 12°44'46"W 708.94'S 12°45'01"W 897.84'N 42°57'51"W 622.35'N 60°53'53"W 128.41'S 77°14'51"E 637.43'661.28'511.13'(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS EIS MAG NAIL CP CP 15" RCP24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPPPP PP PP PP PP PP PP PP PP PP W/V W/V W/VW/V FH FOM FOM RCPFOM GW FOM FOM217216215218219220221 220 221 222 219220221222220219 220221 220 217 749.89 LF @ 0.22%721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL LONG LAND DEVELOPMENT, LLC D.B. 3972, PG. 0051 PIN: 1508-08-2742 ZONING: RA-30 AREA: 10.03 AC LONG LAND DEVELOPMENT, LLC D.B. 3972, PG. 0051 PIN: 1508-08-1016 ZONING: RA-30 AREA: 10.03 AC N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 MH TOP-217.73 INV-207.19 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 213.59 INV: 213.13 INV: 214.07 INV: 213.80 219 220 22 1 EXISTING IRON PIPE (CONTROL POINT) CONCRETE MONUMENT SET EXISTING CONCRETE MONUMENT(CONTROL POINT) IRON STAKE SET (UNLESS OTHERWISE NOTED) 40 D NAIL EIS ECS COMPUTED POINT ONLY PROPERTY BOUNDARY EASEMENT 500 YR FLOOD PLAIN 100 YR FLOOD PLAIN WTLD WETLANDS BOUNDARY OHE OVERHEAD POWER FLOODWAY FLD FW EXISTING IRON STAKE EXISTING COTTON SPIKE MINOR CONTOUR MAJOR CONTOUR350 Wx EXISTING WATER SS x EXISTING SANITARY SEWER FM EXISTING FORCE MAIN Gx EXISTING NATURAL GAS C/O POWER-POLE CLEANOUT FIBER OPTIC MARKER WATER METER MANHOLE FIRE HYDRANT WATER VALVE UTILITY DEMOLITION APPURTENANCE/POLE REMOVAL C1.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C1.0 EXISTING CONDITIONS & DEMOLITION PLAN.DWGPLOTTED: 8/1/2022 10:18 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION EXISTING CONDITIONS & DEMOLITION PLANNSCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 1" = 60' PROFESSIONAL ENGINEER SEAL NOT AFFIXED TO SHEET AS ENGINEER DOES NOT CERTIFY INFORMATION PROVIDED BY OTHERS LEGEND: Surveyor: Mauldin-Watkins Surveying, PA P.O. BOX 444/1301 W. Broad Street Fuquay-Varina, NC 27526 919.552.9326 Contact: Wayne Mauldin, PLS DUKE POWER LINE PROPERTY LINE TO BE REMOVED UPON RECOMBINATION PROPERTY BOUNDARY EXISTING SS MAIN EXISTING TREELINE EXISTING GAS LINE EXISTING 12" DIP WATER MAIN EXISTING HOUSE TO REMAIN EXISTING DRIVES TO REMAIN EXISTING OVERHEAD POWER AND ASSOCIATED POLES TO BE REMOVED AND RELOCATED. SEE UTILITY PLANS GENERAL NOTES: 1.THIS PLAN IS NOT INTENDED FOR PLATTING OR RECORDATION. 2.THE INTENT OF THIS PLAN IS TO ILLUSTRATE THE EXISTING FEATURES, STRUCTURES AND TOPOGRAPHY OF THE PROPERTY. THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED AND DEVELOPED BY OTHERS. CURRY ENGINEERING DOES NOT GUARANTEE THE ACCURACY OF THE INFORMATION, THUS IT HAS NOT BEEN SEALED. SURVEY INFORMATION SHOWN WITHIN THE PARENT PROPERTY BOUNDARY REPRESENTS FIELD SURVEY INFORMATION CONDUCTED IN JULY 2021 BY MAULDIN-WATKINS SURVEYING. 3.NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED. 4.AREAS COMPUTED BY THE COORDINATE METHOD. 5.THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND RESTRICTIONS OF RECORD. 6.ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES. 5.THIS SITE IS NOT LOCATED IN A FLOOD HAZARD ZONE PER FEMA MAPS 3720150800J DATED OCT 3, 2006. 6.VERTICAL DATUM: NAVD88, HORIZONTAL DATUM: NAD83 7.CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, DEPTHS, AND MATERIALS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITY ON SITE. UNDERGROUND UTILITIES ARE SHOWN BASED ON MARKINGS PROVIDED BY THE NC ONE CALL CENTER AND ABOVE GROUND EVIDENCE. EXISTING CONDITIONS SHOULD BE CONSIDERED APPROXIMATE IN NATURE. WHILE EVERY EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THE INFORMATION GIVEN, ACTUAL FIELD CONDITIONS MAY VARY AND SHOULD BE CONFIRMED PRIOR TO CONSTRUCTION. 8.NO TEMPORARY OR PERMANENT ENCROACHMENTS (INCLUDING BUT NOT LIMITED TO CLEARING, GRADING, FENCING, AND THE INSTALLATION OF RETAINING WALLS OR OTHER STRUCTURES) ARE PERMITTED WITHIN THE GREENWAY EASEMENT AREA WITHOUT PRIOR APPROVAL BY THE CITY OF RALEIGH. DEMOLITION LEGEND DEMOLITION NOTES: 1.ANY ITEM THAT MAY BE ENCOUNTERED DURING BUILDING DEMOLITION THAT MAY BE OF INTEREST OR VALUE TO THE OWNER SHALL REMAIN THE OWNER'S PROPERTY. COORDINATE PROCEDURE FOR REMOVAL AND SALVAGE WITH OWNER. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING PRE-DEMOLITION PHOTOGRAPHS AND/OR VIDEOTAPE SHOWING EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS PRIOR TO ANY DEMOLITION WORK. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH GOVERNING EPA REGULATIONS AND HAULING AND DISPOSAL REGULATIONS OF LOCAL JURISDICTION, INCLUDING OBTAINING ALL REQUIRED PERMITS. 4.CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT UN-ANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND REGULATIONS REGARDING THE HANDLING AND DISPOSAL OF HAZARDOUS MATERIALS. 5.CONTRACTOR RESPONSIBLE FOR LOCATING, IDENTIFYING, DISCONNECTING, AND SEALING OR CAPPING UTILITIES SERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED. 6.UNLESS OTHERWISE NOTED ON DRAWINGS, DEMOLITION SHALL INCLUDE REMOVAL OF EXISTING OBJECTS OR IMPROVEMENTS (WITH THE EXCEPTION OF TREES) THAT WOULD INTERFERE WITH PROGRESS OR COMPLETION OF PROPOSED WORK. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL DURING DEMOLITION. 8.CONTRACTOR SHALL NOTIFY OWNER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF DEMOLITION ACTIVITIES. 9.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TO ENSURE THAT UTILITY SERVICES OF ADJOINING PROPERTIES ARE NOT DISTURBED DURING SITE DEMOLITION. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL OFFSITE IMPROVEMENTS DURING DEMOLITION AND COORDINATING RELOCATION OF ANY UTILITY SERVICES DISRUPTED BY DEMOLITION ACTIVITIES. 11.PAVEMENT REMOVAL INCLUDES THE REMOVAL OF ANY ASSOCIATED BASE COURSE AND CURBING. 12.CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES BEFORE COMMENCING DEMOLITION ACTIVITIES. 13.CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER SHOULD ANY DISCREPANCIES OR CONFLICTS ARISE. 14.REMOVE ALL EXISTING STRUCTURES INCLUDING FOUNDATIONS. 15.REMOVE ALL ITEMS SHOWN ON EXISTING CONDITIONS PLAN AS NEEDED FOR INSTALLATION OF NEW WORK. 16.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. 17.CONTRACTOR SHALL CONTACT PUBLIC UTILITIES ADMINISTRATION DIVISION PRIOR TO ANY DEMOLITION TO INSURE EXISTING WATER AND SANITARY SEWER DISCONNECTS ARE HANDLED ACCORDING TO TOWN GUIDELINES. SEE COVER FOR CONTACT INFO. 18.SEE SITE/UTILITY PLAN & GRADING/DRAINAGE PLAN FOR PROPOSED MODIFICATIONS TO UTILITIES & DRAINAGE STRUCTURES. 19.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER ON REMOVAL/RELOCATION OF ALL UTILITY POLES, LINES, AND GUY WIRES. SEE COVER SHEET FOR CONTACT INFO. REMOVE EXISTING DRIVEWAY PIPE CBU ROADWAY CENTER LINE RIGHT OF WAY LINE LOT LINE SETBACK LINE SIGN STREET LIGHT CLUSTER MAILBOX UNIT UTILITY/STORM EASEMENT FENCE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS EIS MAG NAIL CP CP 24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPP PP PP PP PP PP PP PP W/V W/V W/VW/V FH FOM FOM RCPFOM GW FOM FOM 749.89 LF @ 0.22%721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 MH TOP-217.73 INV-207.19 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 214.07 INV: 213.80 1 11 10 12 13 9 20 1516171819 2 3 4 5 867 LOT 26,983 SQFT. 0.62 AC. LOT 26,715 SQFT. 0.61 AC. LOT 26,715 SQFT. 0.61 AC. LOT 26,714 SQFT. 0.61 AC. LOT 26,714 SQFT. 0.61 AC. LOT 26,714 SQFT. 0.61 AC. LOT 26,713 SQFT. 0.61 AC. LOT 26,686 SQFT. 0.61 AC. LOT 34,772 SQFT. 0.80 AC. LOT 48,897 SQFT. 1.12 AC. LOT 46,521 SQFT. 1.07 AC. LOT 46,119 SQFT. 1.06 AC. LOT 25,600 SQFT. 0.59 AC. LOT 26,041 SQFT. 0.60 AC. LOT 26,043 SQFT. 0.60 AC. LOT 26,041 SQFT. 0.60 AC. LOT 26,041 SQFT. 0.60 AC. LOT 26,040 SQFT. 0.60 AC. LOT 26,199 SQFT. 0.60 AC.43.25'54.40'54.88'56.30'19.20'58.76'254.43'16.33' 110.24' 41.7 4 ' 105.00' 105.00'254.43'105.00' 105.00'254.42'105.00' 105.00'254.42'105.00' 105.00'254.42'254.41'105.00' 105.00'105.00'254.41'105.00' 105.00'248.97'16.81'89.43' 234.13'290.63'65.17'4.22'4 1 . 1 1 ' 88.86'248.91'253.80' 37 3 . 6 2 '50.49'305.01'338.23'225.11'56.92'248.00'63.45'21.0 2 ' 27. 5 0 ' 105.00'248.00'105.00' 105.00'248.01'105.00' 105.00'248.01'105.00' 49.35'55.67'248.01'105.00' 105.00'248.00'105.00' 105.00'248.00'105.00' 105.00'255.67'63.29'42.33' 105.00' 73.20' 105.00'263.23'2.70'33.14'21. 7 6 '148.49'175.31'241.02'0.00'56.48'54.21'53.77'53.89'18.91'69.63'14 LOT 26,040 SQFT. 0.60 AC. CBU 20+18 10+ 0 0 11+ 0 0 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 L1 C1 L2 21 LOT 28,687 SQFT. 0.66 AC. LOT 41,616 SQFT. 0.96 AC.53.31'33.64'8.64'30. 0 0 ' 22 SAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W C2.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C2.0 OVERALL SITE LAYOUT.DWGPLOTTED: 8/1/2022 10:19 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION OVERALL SITE LAYOUT SCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 GENERAL NOTES: THE FOLLOWING NOTES ARE APPLICABLE TO SITE SHEETS C2.0 THRU C2.2 1.ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.ALL DIMENSIONS ARE IN FEET AND TO EOP UNLESS OTHERWISE NOTED. 3.ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS. 5.PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR. 6.CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE 7.CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 8.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. 9.IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER. 10.ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 11.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 12.ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS SHOWN ON PLANS. ENTRY SIGNS WILL REQUIRE A SEPARATE SIGN PERMIT. 13.ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED. 14.COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS' ASSOCIATION. 15.ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE HARNETT COUNTY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 16.ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION. EASEMENTS BASED OF CENTER OF UTILITY OR PIPE SHALL BE PER AS-BUILT LOCATIONS. 17.AREAS OF PARENT PARCEL THAT ARE NOT SUBDIVIDED TO CREATE SINGLE FAMILY RESIDENTIAL LOTS ARE TO REMAIN AS ONE PARCEL TO BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION OF THE NEIGHBORHOOD. 18.CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 19.THIS DEVELOPMENT IS WITHIN 1 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 20.BUILDINGS WITHIN 10% OF THE REQUIRED SETBACK ARE REQUIRED TO PROVIDE FOUNDATION SURVEYS. 21.ALL SIGNAGE, MAILBOX KIOSK, DRAINAGE EASEMENTS, AND LANDSCAPING SHALL BE MAINTAINED BY THE HOA. 22.HIGHWAY 55 IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN. LEGEND:NCORNER LOT STANDARD LOT 10'25'25' 10'10' 20' 35'35' FRONTFRONT REARREARCORNERSIDESIDE SIDESCALE: 1 C2.0 TYPICAL BUILDING SETBACKS NTS RESIDENTIAL RA-30 1" = 60' CBU MAILBOX KIOSK EXISTING EOP LOT 22 TO BE CREATED VIA RECOMBINATION PLAT 25' ROW DEDICATION 30' STREETSCAPE BUFFER 30' STREET YARD 20' PUBLIC UTILITY EASEMENT 30' STREET YARD 100' PROPOSED ROW SLOPES VARIES 2.5" S9.5B 74' EOP-EOP COMPACTED SUBGRADE SCALE: 3 C2.0 TYPICAL STREET SECTION NTS CUL-DE-SAC 6' SHOULDER 12' SWALE TIE TO EXISTING 3:1 3:1 6' SHOULDER 12' SWALE SIGN EASEMENT STREET LIGHTING SCALE: 2 C2.0 TYPICAL STREET SECTION NTS RESIDENTIAL COLLECTOR COMPACTED SUBGRADE 3:1 3:1 TIE TO EXISTING 3:1 3:1 8"CABC BASE 50' PUBLIC RIGHT OF WAY 20' PAVEMENT 10' LANE10' LANE 6' SHOULDER 12' SWALE 3:12%2%1"/FT 24" 6' SHOULDER 12' SWALE LC RD. 2.5" S9.5B 3: 1 3:1 1"/FT 24"3:13: 1 1"/FT 24"3:13:1 3:1 3:11"/FT 24" 3: 1 EDGE OF PAVEMENT PROPERTY BOUNDARY 20' PRIVATE DRAINAGE EASEMENT 55' TO ℄ 1: 11:11 : 11:130' DUKE POWER EASEMENT 10' X 70' SDT 8"CABC BASE 50' 20' PUBLIC UTILITY EASEMENT OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS MAG NAIL CP 24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPP PP PP PP W/V FH FOMFOMFOMFOM 749.89 LF @ 0.22% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON ZONING: RA-30/COMM BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 214.07 INV: 213.80 1 20 1516171819 2 3 4 5 6 LOT 26,983 SQFT. 0.62 AC. LOT 26,715 SQFT. 0.61 AC. LOT 26,715 SQFT. 0.61 AC. LOT 26,714 SQFT. 0.61 AC. LOT 26,714 SQFT. 0.61 AC. LOT 26,714 SQFT. 0.61 AC. LOT 26,041 SQFT. 0.60 AC. LOT 26,043 SQFT. 0.60 AC. LOT 26,041 SQFT. 0.60 AC. LOT 26,041 SQFT. 0.60 AC. LOT 26,040 SQFT. 0.60 AC. LOT 26,199 SQFT. 0.60 AC.43.25'54.40'54.88'56.30'19.20'58.76'254.43'16.33' 110.24' 41. 7 4 ' 105.00' 105.00'254.43'105.00' 105.00'254.42'105.00' 105.00'254.42'105.00' 105.00'254.42'254.41'105.00' 105.00'248.01'105.00' 105.00'248.01'105.00' 49.35'55.67'248.01'105.00' 105.00'248.00'105.00' 105.00'248.00'105.00' 105.00'255.67'63.29'42.33' 105.00' 73.20' 105.00'263.23'2.70'33.14'21.7 6 '148.49'175.31'241.02'0.00'56.48'54.21'53.77'53.89'18.91'69.63'10+ 0 0 11+ 0 0 12+00 13+00 14+00 15+00 16+00 17+00 PC: 1 1 + 0 2 . 6 PT:12+25.9 L1 C1 L2 21 LOT 28,687 SQFT. 0.66 AC. LOT 41,616 SQFT. 0.96 AC.53.31'33.64'8.64'30. 0 0 ' 22 SAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W CBU ROADWAY CENTER LINE RIGHT OF WAY LINE LOT LINE SETBACK LINE SIGN STREET LIGHT CLUSTER MAILBOX UNIT UTILITY/STORM EASEMENT FENCE LINE TABLE NAME L1 L2 ROADWAY SAWYER MILL DRIVE SAWYER MILL DRIVE LENGTH 102.57' 791.66' DIRECTION N42°49'39"E N12°44'55"E BEGIN STATION 10+00.00 12+25.94 END STATION 11+02.57 20+17.61 CURVE TABLE NAME C1 ROADWAY SAWYER MILL DRIVE RADIUS 235.00' ARC LENGTH 123.37' CHORD LENGTH 121.96' CHORD DIRECTION N27°47'17"E BEGIN STATION 11+02.57 END STATION 12+25.94 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C2.1 PARTIAL SITE LAYOUT I.DWGPLOTTED: 8/1/2022 10:19 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION PARTIAL SITE LAYOUT I 1" = 40' LEGEND: 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 NEXISTING EOP LOT 22 TO BE CREATED VIA RECOMBINATION PLAT 25' ROW DEDICATION 30' STREETSCAPE BUFFER 30' STREET YARD 30' PUBLIC UTILITY EASEMENT SIGN EASEMENT STREET LIGHTING EDGE OF PAVEMENT MATCHLINEREFER TO SHEET C2.250' ROW 20' EOP TO EOP 10' X 70' SDT 10' X 70' SDT 55' TO ℄ 30' DUKE POWER EASEMENT R30' R30' R245' R25' R25' STOP SIGN 5' PUBLIC UTILITY EASEMENT C2.1 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHESS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx NC 55 E (60' PUBLIC R/W) EIS EIS MAG NAIL CP PP PP PPPP PP W/V W/V W/VW/V FH FOM FOM RCPGW 721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx TOP-219.39 MH TOP-217.73 INV-207.19EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL 11 10 12 13 9 1516 867 26,714 SQFT. LOT 26,714 SQFT. 0.61 AC. LOT 26,713 SQFT. 0.61 AC. LOT 26,686 SQFT. 0.61 AC. LOT 34,772 SQFT. 0.80 AC. LOT 48,897 SQFT. 1.12 AC. LOT 46,521 SQFT. 1.07 AC. LOT 46,119 SQFT. 1.06 AC. LOT 25,600 SQFT. 0.59 AC. LOT 26,041 SQFT. 0.60 AC. LOT 26,043 SQFT. 0.60 AC.254.42'254.41'105.00' 105.00'105.00'254.41'105.00' 105.00'248.97'16.81'89.43' 234.13'290.63'65.17'4.22'4 1 . 1 1 ' 88.86'248.91'253.80' 37 3 . 6 2 '50.49'305.01'338.23'225.11'56.92'248.00'63.45'21.02 ' 27. 5 0 ' 105.00'248.00'105.00' 105.00'248.01'105.00' 105.00' 105.00' 49.35'55.67' 14 LOT 26,040 SQFT. 0.60 AC. CBU 20+18 17+00 18+00 19+00 20+00SAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W CBU ROADWAY CENTER LINE RIGHT OF WAY LINE LOT LINE SETBACK LINE SIGN STREET LIGHT CLUSTER MAILBOX UNIT UTILITY/STORM EASEMENT FENCE LINE TABLE NAME L1 L2 ROADWAY SAWYER MILL DRIVE SAWYER MILL DRIVE LENGTH 102.57' 791.66' DIRECTION N42°49'39"E N12°44'55"E BEGIN STATION 10+00.00 12+25.94 END STATION 11+02.57 20+17.61 CURVE TABLE NAME C1 ROADWAY SAWYER MILL DRIVE RADIUS 235.00' ARC LENGTH 123.37' CHORD LENGTH 121.96' CHORD DIRECTION N27°47'17"E BEGIN STATION 11+02.57 END STATION 12+25.94 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C2.2 PARTIAL SITE LAYOUT II.DWGPLOTTED: 8/1/2022 10:19 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION PARTIAL SITE LAYOUT II 1" = 40' 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 N25' ROW DEDICATION 30' STREETSCAPE BUFFER STREET LIGHTING (TYP.) CBU MAILBOX KIOSK EXISTING TREELINE EDGE OF PAVEMENT LEGEND:MATCHLINEREFER TO SHEET C2.120' PRIVATE DRAINAGE EASEMENT 50' ROW20' EOP TO EOP 5' PUBLIC UTILITY EASEMENT 100' 100' 100' 100' R37' R32.5' R32.5' R25' R25' R50' C2.2 WATER LINE SANITARY SEWER LINE STORM DRAIN LINE SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION BACKFLOW PREVENTER W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS EIS MAG NAIL CP CP 24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPP PP PP PP PP PP PP PP W/V W/V W/VW/V FH FOM FOM RCPFOM GW FOM FOM 749.89 LF @ 0.22%721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 MH TOP-217.73 INV-207.19 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 214.07 INV: 213.80 1 11 10 12 13 9 20 1516171819 2 3 4 5 867 14 CBU 21 22 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHEOHEOHEOHE OHEOHEOHEWWWWWW W W W W W W W W W W W10+0011+0012+0013+0014+0014+77SAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W SSMH#2 SSMH#3 SSMH#4 SSMH#5 SSMH#6 SSMH#7 DOG HOUSE SSMH#1 C3.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C3.0 OVERALL UTILITY PLAN.DWGPLOTTED: 8/1/2022 10:20 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION OVERALL UTILITY PLAN SCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 LEGEND:N1" = 60' GENERAL NOTES: THE FOLLOWING NOTES ARE APPLICABLE TO UTILITY SHEETS C3.0 THRU C3.2 1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO THE LATEST EDITION OF THE HARNETT COUNTY DEPT. OF PUBLIC UTILITIES WATER & SEWER ORDINANCE AND THE UTILITY MASTER PLAN. 3.ALL WATER MAINS SHALL BE PUBLIC UTILITIES. 4.CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 5.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY. 6.WATER MAINS SHALL BE ASTM D2241 SDR-21 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED.DUCTILE IRON PIPE WATER MAINS SHALL BE CLASS 350 DIP I.A.W. AWWA C-151 WITH PUSH ON JOINTS I.A.W. AWWA C-111. DIP SHALL BE CEMENT-MORTAR LINED AND SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C-104. ALL DIP BURIED PIPE SHALL HAVE AN BITUMINOUS EXTERIOR COATING I.A.W. AWWA C-151. MINIMUM BURIAL DEPTH FOR WATER MAIN IS 36 INCHES BELOW FINISHED GRADE. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111. 7.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE. MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES. 8.SANITARY SEWER MAINS SHALL BE SDR-35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR CLASS 250 DIP PUSH ON JOINTS I.A.W. AWWA C-150 AND C-151 WHEN NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR APPROVED EQUAL. 8. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC. 9.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS. 10.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH TRACER WIRE PER HARNETT REGIONAL WATER STANDARDS. 11.PRIVATE UTILITIES (TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UTILITIES. 12.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS. 13.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND. 14.REFER TO C0.0 FOR HARNETT COUNTY PUBLIC UTILITIES REQUIRED NOTES. 15.ALL UTILITIES, INCLUDING FIRE HYDRANTS, INSTALLED OUTSIDE OF THE PROPOSED ROW MUST BE IN A PUBLIC UTILITY EASEMENT. EXISTING FIRE HYDRANT 6" SDR-21 PVC WATER LINE FHA EXISTING EDGE OF PAVEMENT FHA FHA 30' DUKE POWER EASEMENT 20' PUBLIC UTILITY EASEMENT 30' STREET YARD 8" PVC SANITARY SEWER LINE RELOCATED DUKE POWER LINE 20' PRIVATE DRAINAGE EASEMENT 5' PUBLIC UTILITY EASEMENT EXISTING WATER MAIN WATER CONNECTION WATER LINE SANITARY SEWER LINE STORM DRAIN LINE SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION BACKFLOW PREVENTER W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS MAG NAIL CP 24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPP PP PP PP W/V FH FOMFOMFOMFOM 749.89 LF @ 0.22% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 214.07 INV: 213.80 1 20 1516171819 2 3 4 5 6 10+ 0 0 11+ 0 0 12+00 13+00 14+00 15+00 16+00 17+00 21 22 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEWWWWWWWW W W W W W W W W W W W W10+0011+0012+0013+0014+0014+77SAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W SSMH#6 - 4' DIA. RIM: 221.87 INV. IN: 212.30 INV. OUT: 212.20 DOG HOUSE SSMH#1 - 4' DIA. RIM: 218.00 INV. IN: 206.71 INV. OUT: 204.37 SSMH#5 - 4' DIA. RIM: 217.91 INV. IN: 210.22 INV. OUT: 210.12 SSMH#4 - 4' DIA. RIM: 217.15 INV. IN: 209.74 INV. OUT: 209.64 SSMH#3 - 4' DIA. RIM: 216.36 INV. IN: 209.25 INV. OUT: 209.02 SSMH#2 - 4' DIA. RIM: 216.00 INV. IN: 208.70 INV. OUT: 208.60 396 LF 8" SDR35 PVC @ 0.50% 76 LF 8" SDR35 PVC @ 0.50% 78 LF 8" SDR35 PVC @ 0.50% 63 LF 8" SDR35 PVC @ 0.50% 378 LF 8" SDR35 PVC @ 0.50% FHA FHA 12"x6" TS&V w/ TB (1) 6" GV PROPOSED 6" SDR-21 PVC WATER MAIN 4" SANITARY SEWER C/O & SERVICE, TYP. 3/4" WATER METER & SERVICE, TYP. COORDINATE NEW RELOCATED OVERHEAD LINES WITH DUKE ENERGY SIGN EASEMENT EXIST. WATER METERS EXIST. C/O 10'x30' BORE PIT W/ 1:1 SLOPES (TYP.) 10'x10' RECEIVING PIT W/ 1:1 SLOPES (TYP.) 8" SDR35 PVC SEWER LINE & 62 LF OF 16" STEEL CASING PIPE (t=0.25") BY BORE & JACK. STEEL CASING TO BE EXTENDED TO RIGHT OF WAY 20'x36' TEMPORARY CONSTRUCTION EASEMENT C3.1 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C3.1 PARTIAL UTILITY PLAN I.DWGPLOTTED: 8/1/2022 10:20 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION PARTIAL UTILITY PLAN I 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 LEGEND:N1" = 40' 20' PUBLIC UTILITY EASEMENT 30' DUKE POWER EASEMENT 30' STREET YARD 6' OFFSET EOP, TYP.MATCHLINEREFER TO SHEET C3.2EXIST. 12" WATER MAIN EXIST. 8" SANITARY SEWER LINE 20' HRW EASEMENT 50' WATER LINE SANITARY SEWER LINE STORM DRAIN LINE SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION BACKFLOW PREVENTER W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHESS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx NC 55 E (60' PUBLIC R/W) EIS EIS MAG NAIL CP PP PP PPPP PP W/V W/V W/VW/V FH FOM FOM RCPGW 721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx TOP-219.39 MH TOP-217.73 INV-207.19EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL 11 10 12 13 9 1516 867 14 CBU 20+18 17+00 18+00 19+00 20+00 SSSSSSSSSSSSSSSSSSSSW W W W W W W W WSAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W SSMH#6 - 4' DIA. RIM: 221.87 INV. IN: 212.30 INV. OUT: 212.20 SSMH#7 - 5' DIA. RIM: 220.30 INV. OUT: 214.28 395 LF 8" SDR35 PVC @ 0.50% FHA 4" SANITARY SEWER C/O & SERVICE, TYP. 3/4" WATER METER & SERVICE, TYP. PROPOSED 6" SDR-21 PVC WATER MAIN 5' PUBLIC UTILITY EASEMENT 6"x2" REDUCER 2" VALVE 2" BOA PROPOSED 2" SDR-21 PVC WATER MAIN C3.2 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C3.2 PARTIAL UTILITY PLAN II.DWGPLOTTED: 8/1/2022 10:20 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION PARTIAL UTILITY PLAN II 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 LEGEND:N1" = 40' 20' PRIVATE DRAINAGE EASEMENTMATCHLINEREFER TO SHEET C2.1 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS EIS MAG NAIL CP CP 24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPP PP PP PP PP PP PP PP W/V W/V W/VW/V FH FOM FOM RCPFOM GW FOM FOM217216215218219220221 220 221 222 219220221222220219 220221 220 217 749.89 LF @ 0.22%721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 MH TOP-217.73 INV-207.19 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 214.07 INV: 213.80 219 220 22 1 1 11 10 12 13 9 20 1516171819 2 3 4 5 867 14 CBU 21 22 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMH#2SS DOG HOUSE SSMH#1SSSSSSSSSSSSOHEOHEOHEOHEOHEOHE OHEWWWWWW W W W W W W W W W W W10+0011+0012+0013+0014+0014+77SAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W 220220 220220 220 220 220 220 220 FES#100 SDMH#101 HDWL#102 63 LF 24" RCP @ 0.60% 3:1 SLOPE 3:1 SLOPE FLOW DIRECTION MAJOR CONTOUR MINOR CONTOUR INTERMEDIATE CONTOUR RIP-RAP OUTLET PROTECTION STORM DRAIN LINE FLARED END SECTION CATCH BASIN 4.0% SW=295.40 FG =295.32 SPOT ELEVATION 400 C4.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C4.0 OVERALL GRADING AND DRAINAGE PLAN.DWGPLOTTED: 8/1/2022 10:21 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION OVERALL GRADING AND DRAINAGE PLAN SCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 N1" = 60' LEGEND: GENERAL NOTES: 1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 2.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO NCDOT STANDARDS AND SPECIFICATIONS. 3.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING STORM DRAINAGE TO AVOID CONFLICTS. 4.CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3H:1V UNLESS OTHERWISE INDICATED. SLOPES INDICATED TO BE STEEPER THAN 3:1 BUT EQUAL TO OR LESS THAN 2:1 SHALL BE PROVIDED WITH A PERMANENT TURF REINFORCEMENT MAT (ACF ENVIRONMENTAL ECP-2 10 OZ OR APPROVED EQUAL). 5.NO GRADING EQUIPMENT SHALL BE PERMITTED ON-SITE UNTIL A LAND DISTURBANCE PERMIT HAS BEEN ISSUED BY NCDENR. 6.ALL RIP-RAP IS TO BE INSTALLED WITH NON-WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED EQUAL). 7.WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION. 8.INSTALL A COIR LINING IN THE TDD'S IMMEDIATELY AFTER INSTALLATION IN ORDER TO MINIMIZE EROSION AND PROVIDE A STABLE DITCH LINING. SEED AND MULCH THE DITCH IMMEDIATELY UPON INSTALLATION. 20' PRIVATE DRAINAGE EASEMENT LANDSCAPE BERM OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS MAG NAIL CP 24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPP PP PP PP W/V FH FOMFOMFOMFOM21721621521821922022122 0 221 222 217 749.89 LF @ 0.22% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON ZONING: RA-30/COMM BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 214.07 INV: 213.80 1 20 1516171819 2 3 4 5 6 10+ 0 0 11+ 0 0 12+00 13+00 14+00 15+00 16+00 17+00 21 22 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMH#2SS DOG HOUSE SSMH#1SSSSSSSSSSSSSSSSSSSSOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEWWWWWWWW W W W W W W W W W W W W10+0011+0012+0013+0014+0014+77SAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W 222221219218 217 216 220 221 221 221 218 217 219 216 219218 217216 216 220 220 FES#104 70 LF 18" RCP @ 1.00% YI#103 INSTALL NEW NCDOT YI OVER EXISTING 24" RCP. CONNECT NEW 18" RCP AND EXISTING 18" RCP INTO NEW STRUCTURE. FLOW DIRECTION MAJOR CONTOUR MINOR CONTOUR INTERMEDIATE CONTOUR RIP-RAP OUTLET PROTECTION STORM DRAIN LINE FLARED END SECTION CATCH BASIN 4.0% SW=295.40 FG =295.32 SPOT ELEVATION 400 STORM DRAINAGE TABLE INLET# 100 101 102 103 104 TYPE FES SDMH HDWL YI FES ROADWAY NONE. NONE. NONE. NONE. NONE. RIM ELEV (EOP) 217.33 220.00 219.93 214.00 213.74 INV IN (SLOPE) (FROM-SIZE) 215.00 (0.60%) (101-24") 215.48 (0.50%) (102-24") 211.25 (1.00%) (104-18") INV OUT (SLOPE) (TO-SIZE) 215.38 (0.60%) (100-24") 217.18 (0.50%) (101-24") 211.95 (1.00%) (103-18") C4.1 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C4.1 PARTIAL GRADING AND DRAINAGE PLAN I.DWGPLOTTED: 8/1/2022 10:21 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION PARTIAL GRADING AND DRAINAGE PLAN I 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 N1" = 40' LEGEND:MATCHLINEREFER TO SHEET C4.23:1 SLOPE 3:1 SLOPE LANDSCAPE BERM OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHESS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx NC 55 E (60' PUBLIC R/W) EIS EIS MAG NAIL CP PP PP PPPP PP W/V W/V W/VW/V FH FOM FOM RCPGW 222 219220221222220219 220221 220 721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx TOP-219.39 MH TOP-217.73 INV-207.19EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL 219 220 2 2 1 11 10 12 13 9 1516 867 14 CBU SSSSSSSSSSSSSSSSSSSSW W W W W W W W WSAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W 221222222 219 218 218219220220 220220 221 221 221 220 220 3:1 SLOPE 3:1 SLOPE HDWL#102 339 LF 24" RCP @ 0.50% SDMH#101 FES#100 20' PRIVATE DRAINAGE EASEMENT NCDOT CL 'B' RIP RAP OVER MIRAFI 140N LINER FLOW DIRECTION MAJOR CONTOUR MINOR CONTOUR INTERMEDIATE CONTOUR RIP-RAP OUTLET PROTECTION STORM DRAIN LINE FLARED END SECTION CATCH BASIN 4.0% SW=295.40 FG =295.32 SPOT ELEVATION 400 STORM DRAINAGE TABLE INLET# 100 101 102 103 104 TYPE FES SDMH HDWL YI FES ROADWAY NONE. NONE. NONE. NONE. NONE. RIM ELEV (EOP) 217.33 220.00 219.93 214.00 213.74 INV IN (SLOPE) (FROM-SIZE) 215.00 (0.60%) (101-24") 215.48 (0.50%) (102-24") 211.25 (1.00%) (104-18") INV OUT (SLOPE) (TO-SIZE) 215.38 (0.60%) (100-24") 217.18 (0.50%) (101-24") 211.95 (1.00%) (103-18") C4.2 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C4.2 PARTIAL GRADING AND DRAINAGE PLAN II.DWGPLOTTED: 8/1/2022 10:21 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION PARTIAL GRADING AND DRAINAGE PLAN II 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 N1" = 40' LEGEND:MATCHLINEREFER TO SHEET C4.1LANDSCAPE BERM WATER LINE SANITARY SEWER LINE STORM DRAIN LINE SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION BACKFLOW PREVENTER WPROSPECT CHURCH ROAD(60' PUBLIC R/W)24" R C P 18" RCP15" RCPDAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 213.80 10+ 0 0 11+ 0 0 12+00 13+00 14+00 15+00 16+00 PC: 1 1 + 0 2 . 6 PT:12+25.9 L1 C1 L2 SAWYER MILL DRIVE50' PUBLIC AND UTILITY R/W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHEOHEOHEOHEWWWW W W W W W W W W W10+0011+0012+0020' PUBLIC UTILITY EASEMENT 30' DUKE POWER EASEMENT 30' STREET YARD EDGE OF PAVEMENT FHA 8" SANITARY SEWER LINE 6" WATER LINEDUKE POWER LINE FHA PROPERTY BOUNDARY SSMH#5 SSMH#4 SSMH#3 SSMH#2 205 210 215 220 225 230 205 210 215 220 225 230 9+75()10+00(215.52)215.5510+50(215.26)216.1511+00(216.12)216.6511+50(217.30)217.1512+00(218.69)217.6512+50(219.90)218.1513+00(220.59)218.6513+50(220.69)219.1514+00(220.82)219.6514+50(220.97)220.1515+00(221.14)220.652.03% 1.00% 396 LF 8" SDR35 PVC @ 0.50%STA: 12+25.94TOP: 217.91INV IN: 210.22 (6)INV OUT: 210.12 (4)54' DIASSMH76 LF 8" SDR35 PVC @ 0.50%STA: 11+50TOP: 217.15INV IN: 209.74 (5)INV OUT: 209.64 (3)44' DIASSMH78 LF 8" SDR35 PVC @ 0.50%STA: 10+71.38TOP: 216.36INV IN: 209.25 (4)INV OUT: 209.02 (2)34' DIASSMH36" MIN, TYP EXISTING GROUND FINISHED GRADE 6" 45° ELBOW W/ TB PROPOSED 6" SDR-21 PVC WATER MAIN WATER PROFILE CONTINUES ON SS WATER MAIN PROFILE VIEW LINE TABLE NAME L1 L2 ROADWAY SAWYER MILL DRIVE SAWYER MILL DRIVE LENGTH 102.57' 791.66' DIRECTION N42°49'39"E N12°44'55"E BEGIN STATION 10+00.00 12+25.94 END STATION 11+02.57 20+17.61 CURVE TABLE NAME C1 ROADWAY SAWYER MILL DRIVE RADIUS 235.00' ARC LENGTH 123.37' CHORD LENGTH 121.96' CHORD DIRECTION N27°47'17"E BEGIN STATION 11+02.57 END STATION 12+25.94 C5.1.1 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C5.1.1 SAWYER DRIVE PLAN AND PROFILE I.DWGPLOTTED: 8/1/2022 10:22 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION SAWYER DRIVE PLAN AND PROFILE I LEGEND: 1" = 40' 1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO NCDOT STANDARDS AND SPECIFICATIONS. 2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES. 3.CONTRACTOR SHALL CONTACT HARNETT COUNTY PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR PUBLIC WATER SUPPLY. 5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. 6.WATER MAINS SHALL BE ASTM D2241 SDR-21 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE CEMENT-MORTAR LINED AND SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER. 7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE. 8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS. 9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER HARNETT COUNTY STANDARDS. 10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UTILITIES. 11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT LEAST 3 FEET. 12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM BETWEEN WATER AND SANITARY SEWER AND 12 INCHES BETWEEN WATER AND STORM SEWER LINES. 13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS. NOTES:N40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 SCALE: 1 C5.1.1 STATION 10+00-15+00 1" = 40' SAWYER DRIVE PLAN VIEW SCALE: 2 C5.1.1 STATION 10+00-15+00 H - 1" = 40' V - 1" = 4' SAWYER DRIVE PROFILE VIEW SCALE IN FEET 0 4'SCALE:1"=4'VERTICALMATCHLINEREFER TO SHEET C5.1.2 WATER LINE SANITARY SEWER LINE STORM DRAIN LINE SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION BACKFLOW PREVENTER W 11 10 CBU 20+18 15+00 16+00 17+00 18+00 19+00 20+00L2 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W WEDGE OF PAVEMENT FHA 8" SANITARY SEWER LINE 6" WATER LINE 20' PRIVATE DRAINAGE EASEMENT 10' SEPARATION FHA SSMH#7SSMH#6 210 215 220 225 230 235 210 215 220 225 230 235 15+00(221.14)220.6515+50(221.04)221.1516+00(221.08)221.6516+50(220.93)222.1517+00(220.36)222.5817+50(219.68)222.6918+00(219.01)222.4718+50(218.73)221.9819+00(218.55)221.4819+50(218.71)220.9820+00(218.70)220.4820+50()20+75()HIGH PT STA: 17+41.82 HIGH PT ELEV: 222.69 PVI STA: 17+42.00 PVI ELEV: 223.07 K: 74.83 LVC: 150.00 PVC: 16+67.00ELEV: 222.32PVT: 18+17.00ELEV: 222.321.00%STA: 20+17.61TOP: 220.30INV OUT: 214.28 (6)75' DIASSMH395 LF 8" SDR35 PVC @ 0.50%STA: 16+22.32TOP: 221.87INV IN: 212.30 (7)INV OUT: 212.20 (5)64' DIASSMH36" MIN, TYP EXISTING GROUND FINISHED GRADE FHA (6" PVC) PROPOSED 6" SDR-21 PVC WATER MAIN 6"x2" REDUCER 2" GV 2"PVC WILL CONTINUE AROUND CDS AS SHOWN ON PLAN VIEW 2" PVC LINE TABLE NAME L1 L2 ROADWAY SAWYER MILL DRIVE SAWYER MILL DRIVE LENGTH 102.57' 791.66' DIRECTION N42°49'39"E N12°44'55"E BEGIN STATION 10+00.00 12+25.94 END STATION 11+02.57 20+17.61 CURVE TABLE NAME C1 ROADWAY SAWYER MILL DRIVE RADIUS 235.00' ARC LENGTH 123.37' CHORD LENGTH 121.96' CHORD DIRECTION N27°47'17"E BEGIN STATION 11+02.57 END STATION 12+25.94 C5.1.2 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C5.1.2 SAWYER DRIVE PLAN AND PROFILE II.DWGPLOTTED: 8/1/2022 10:22 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION SAWYER DRIVE PLAN AND PROFILE II LEGEND: 1" = 40'N40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 SCALE: 1 C5.1.2 STATION 15+00-20+08 1" = 40' SAWYER DRIVE PLAN VIEW SCALE: 2 C5.1.2 STATION 15+00-20+08 H - 1" = 40' V - 1" = 4' SAWYER DRIVE PROFILE VIEW SCALE IN FEET 0 4'SCALE:1"=4'VERTICALMATCHLINEREFER TO SHEET C5.1.11.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO NCDOT STANDARDS AND SPECIFICATIONS. 2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES. 3.CONTRACTOR SHALL CONTACT HARNETT COUNTY PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR PUBLIC WATER SUPPLY. 5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. 6.WATER MAINS SHALL BE ASTM D2241 SDR-21 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE CEMENT-MORTAR LINED AND SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER. 7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE. 8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS. 9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER HARNETT COUNTY STANDARDS. 10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UTILITIES. 11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT LEAST 3 FEET. 12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM BETWEEN WATER AND SANITARY SEWER AND 12 INCHES BETWEEN WATER AND STORM SEWER LINES. 13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS. NOTES: WATER LINE SANITARY SEWER LINE STORM DRAIN LINE SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION BACKFLOW PREVENTER W OH E OHE OHEOHE OHEOHEOHEOHEOHEOHEOHESSxSSxSSxSSxSSGxGxGxGxGxGxPR O S P E C T C H U R C H R O A D (60' P U B L I C R / W )CP24" RCP18 " R C P 15" R C P GRAVEL/SOIL DRIVEW/MW/MC/OSHELTERPPPPPPFOMFOMWxWxWxWxWxWxMHTOP-217.29INV-204.17APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINEBLOCKHOUSEDAVIS BRYANT WOODALL JR &LANDA KAY WOODALL CAPPS D.B.3269, PG.0007ZONING: RA-20MUSE: RESIDENTIALINV: 211.08INV: 211.59INV: 212.08INV: 212.00INV: 214.07INV: 213.8010+0011+00PC:11+02.6L121 22 SSSSMH#2 SSDOG HOUSE SSMH#1 SSSSSSSSSSSSSSSSSSSSOHEOHE OHE OHE OH E OH E OH E OH E OH E 10+00 11+00 12+00 13+00 14+ 0 0 14+ 3 6WWWWWWW WW10+ 0 0 11+ 0 0 12 + 0 0 13+ 0 0 14+ 0 0 14+77 30' DUKE POWER EASEMENT 20' PUBLIC UTILITY EASEMENT 8" SANITARY SEWER LINE 6" WATER LINE FHA STREET LIGHTINGEDGE OF PAVEMENT DUKE POWER LINE PROPERTY BOUNDARY SIGN EASEMENT TEMP. BOA 10'X30' BORE PIT (TYPICAL 1:1 SLOPE) 10'X10' RECEIVING PIT (TYPICAL 1:1 SLOPE) TEMPORARY CONSTRUCTION EASEMENT EDGE OF PAVEMENT 8" PVC SEWER MAIN W/ 62 LF 16" STEEL CASING PIPE TO BE INSTALLED VIA JACK AND BORE 20' HRW EASEMENT 12"X6" TS&V GAS LINE ELEVATION TO BE FIELD VERIFIED. WATER MAIN MUST MAINTAIN 24" VERTICAL SEPARATION FROM GAS LINE. UTILIZE BACKSIDE TAP OR ELBOWS IF NECESSARY 200 205 210 215 220 225 230 200 205 210 215 220 225 230 9+75()10+00()10+50(216.87)11+00(217.64)11+50(218.02)12+00(217.73)12+50(217.19)13+00(216.20)13+50(215.41)14+00(215.29)14+50()14+75()378 LF 8" SDR35 PVC @ 0.50%STA: 10+00TOP: 218.00INV IN: 206.71 (2)14' DIASSMHSTA: 13+77.71TOP: 216.00INV IN: 208.70 (3)INV OUT: 208.60 (1)24' DIASSMH63 LF 8" SDR35 PVC @ 0.50% EXISTING GROUND FINISHED GRADE 4' DIA DOGHOUSE MANHOLE ON EXISTING SEWER MAIN (INV:203.72) 8" SDR35 PVC SEWER LINE & 62 LF OF 16" STEEL CASING PIPE (t=0.25") BY BORE & JACK. STEEL CASING TO BE EXTENDED TO RIGHT OF WAY BORE PIT RECEIVING PIT C5.2 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C5.2 SS OUTFALL PLAN AND PROFILE.DWGPLOTTED: 8/1/2022 10:23 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION SS OUTFALL PLAN AND PROFILE LEGEND: 1" = 40'N40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 SCALE: 1 C5.2 STATION 10+00-14+50 1" = 40' SS OUTFALL PLAN VIEW SCALE: 2 C5.2 STATION 10+00-14+50 H - 1" = 40' V - 1" = 4' SS OUTFALL PROFILE VIEW SCALE IN FEET 0 4'SCALE:1"=4'VERTICAL 1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO NCDOT STANDARDS AND SPECIFICATIONS. 2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES. 3.CONTRACTOR SHALL CONTACT HARNETT COUNTY PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR PUBLIC WATER SUPPLY. 5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. 6.WATER MAINS SHALL BE ASTM D2241 SDR-21 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE CEMENT-MORTAR LINED AND SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER. 7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE. 8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS. 9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER HARNETT COUNTY STANDARDS. 10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UTILITIES. 11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT LEAST 3 FEET. 12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM BETWEEN WATER AND SANITARY SEWER AND 12 INCHES BETWEEN WATER AND STORM SEWER LINES. 13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS. NOTES: WATER LINE SANITARY SEWER LINE STORM DRAIN LINE SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION BACKFLOW PREVENTER W 205 210 215 220 225 205 210 215 220 225 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+25 36" MIN, TYP 12x6" TS&V W/ (1) 6" GV 6" BEND W/ TB EXISTING GROUND PROPOSED 6" SDR-21 PVC WATER MAIN 6" 45° ELBOW W/ TB 6" 45° ELBOW W/ TBWATER PROFILE CONTINUES ON SAWYER DRIVE PROFILE VIEW 36" CLEARANCE, TYP 6" 45° ELBOW W/ TB GAS LINE ELEVATION TO BE FIELD VERIFIED. WATER MAIN MUST MAINTAIN 24" VERTICAL SEPARATION FROM GAS LINE. UTILIZE BACKSIDE TAP OR ELBOWS IF NECESSARY OHEOHEOHEOHEOHEOHEOHEOHESSxSSxSSxGxGxGxGxGxN 42°57'51"W 622.35'N 60°53'53"W 128.41'MAG NAILCP24" RCP18" RCP15" RCPGRAVEL/SOIL DRIVEW/MW/MC/OSHELTERPPPPPPFOMWxWxWxWxWxWMHTOP-217.29INV-204.17APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINEBLOCKHOUSEINV: 211.59INV: 212.08INV: 212.00INV: 214.07INV: 213.801 10+0011+0012+00PC:11+02.6L1C121 22SSSS SSMH#2 SS SS SS SS SS SS SS SS OHEOHEOHEOHEOHEOHEOHEOHE12+00 13+00 14+0014+36 W W W W W W WWWW 10+00 11+00 12+00 13+00 14+00 14+7 7 6" WATER LINE PROPERTY BOUNDARY5' SEPARATION OF WATER LINE FROM RIGHT-OF-WAY 12"X6" TS&V (1) 6" GV WATER MUST MAINTAIN 24" VERTICAL SEPARATION FROM GAS LINE AND WATER CONNECTION WILL UTILIZE BACKSIDE TAP IF NECESSARY DUKE POWER LINE SANITARY SEWER C5.3 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C5.3 WATER MAIN PLAN AND PROFILE.DWGPLOTTED: 8/1/2022 10:23 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION WATER MAIN PLAN AND PROFILE LEGEND: 1" = 40' 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 SCALE: 2 C5.3 STATION 10+00-15+25 H - 1" = 40' V - 1" = 4' PROSPECT CHURCH WATER MAIN PROFILE SCALE IN FEET 0 4'SCALE:1"=4'VERTICAL 1.ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO NCDOT STANDARDS AND SPECIFICATIONS. 2.ALL WATER MAINS AND SANITARY SEWER MAINS SHALL BE PUBLIC UTILITIES. 3.CONTRACTOR SHALL CONTACT HARNETT COUNTY PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 4.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR PUBLIC WATER SUPPLY. 5.ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. 6.WATER MAINS SHALL BE ASTM D2241 SDR-21 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE CEMENT-MORTAR LINED AND SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C104. ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER. 7.SANITARY SEWER MAINS SHALL BE SDR-35 PVC OR THICKNESS CLASS 50 DIP PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DIP SHALL BE LINED WITH PROTECTO 401 CERAMIC EPOXY OR APPROVED EQUAL. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SDR-35 PVC. DUCTILE IRON PIPE SHALL BE USED FOR SANITARY SEWER SERVICES WITH LESS THAN 3 FEET OF COVER OR IN EXCESS OF 20 FEET OF COVER. DUCTILE IRON SERVICES SHALL ALSO BE USED IN ALL CASES WHERE A WELL IS LOCATED WITHIN 100 FEET OF THE SEWER SERVICE LINE. 8.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS. 9.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH ELECTRIC MARKER SYSTEM BALLS PER HARNETT COUNTY STANDARDS. 10.PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING PUBLIC UTILITIES. 11.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SANITARY SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SANITARY SEWER WITH A HORIZONTAL DISTANCE OF AT LEAST 3 FEET. 12.VERTICAL SEPARATION DISTANCE SHALL BE 24 INCHES MINIMUM BETWEEN SANITARY SEWER AND STORM SEWER LINES. VERTICAL SEPARATION DISTANCE SHALL BE 18 INCHES MINIMUM BETWEEN WATER AND SANITARY SEWER AND 12 INCHES BETWEEN WATER AND STORM SEWER LINES. 13.ALL MANHOLES, CLEANOUTS, VALVES, METERS, AND OTHER AT OR ABOVE GRADE APPURTENANCES SHALL NOT BE INSTALLED IN SIDEWALKS. NOTES:NSCALE: 1 C5.3 STATION 10+00-15+25 1" = 40' PROSPECT CHURCH WATER MAIN PLAN VIEW PROSPECT CHURCH ROAD NC HWY 5 5 C6.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C6.0 SITE DETAILS.DWGPLOTTED: 8/1/2022 10:23 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION SITE DETAILS SPACER RUBBER 12" 6" 4" 4" 47 1/4"48 3/16" 62 9/16" 17 7/8" 61 5/8" 17" PEDESTAL 10" 12" 14 3/8" 10" 16 5/8" 1P 6 8 7 5 4 3 2 1 OUTGOING MAIL 11 30 1/4" 12 7/8" 30 1/2" 3 1/4"" 14 13 12 15 16 17 18 4" 2P 9 10 19 SCALE: 1 C6.0 CLUSTER MAIL BOX NTS NOTES: 1.MULTIPLE UNIT BOXES MAY BE NEEDED TO SUPPLY NUMBER OF UNITS 2. COLOR: BLACK 30"30"R1-1 NOTE: REFER TO SIGN BASE DETAIL THIS SHEET FOR ADDITIONAL INFO AND INSTALLATION DETAILS SCALE: 2 C6.0 STOP SIGN NTS SCALE: 3 C6.0 CONCRETE DROP INLET NTS SCALE: 4 C6.0 DROP INLET FRAME & GRATE NTS C6.1 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C6.1 WATER DETAILS I.DWGPLOTTED: 8/1/2022 10:24 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION WATER DETAILS I2" "I-2" ASP. PAV'T.(PAVEMENT PATCH)12" 12"3'-0" MI. COVEREXIST. PAV'T. SAW CUT EXIST. PAVEMENT EXIST. PAV'T. NEW PIPE PIPE O.D. PLUS 18" FOR PIPES UNDER 33" O.D. PIPE O.D. PLUS 24" FOR PIPES OVER 33" O.D. 10" STONE MEETING N.C.D.O.T. SPECIFICATIONS FOR A.B.C. STONE, TYPE B OR C, TO BE COMPACTED TO 100 % MAXIMUM DRY DENSITY NOTES: 1. PAVEMENT SHALL BE CUT TO TRUE LINE AND REMOVED BEFORE TRENCH IS CUT. 2. STONE AND PAVEMENT TO BE PLACED WITH LEAST INTERFERENCE TO TRAFFIC. 3. STABILIZED AGGREGATE TO BE SECURED FROM AN APPROVED QUARRY. 4. ALL PAVEMENT REPAIRS TO BE IN ACCORDANCE WITH N.C.D.O.T. SPECIFICATIONS. COMPACTED BACKFILL NO SCALE TYPICAL TRENCH IN BITUMINOUS SURFACE AREAS DETAIL W 10 PIPE BEDDED IN 4" MININUM JOB EXCAVATED MATERIAL. BACKFILL LIGHTLY CONSOLIDATED TO TOP OF PIPE. PIPE BEDDED IN SAND, GRANULAR MATERIAL OR GRADED GRAVEL TO THE DEPTH OF 1/8 PIPE DIAMETER, 4" MIN. JOB EXCAVATED MATERIAL COMPACTED TO 4" ABOVE TOP OF PIPE. (APPROX. 95% STANDARD PROCTOR, AASHTO T-99) ALL DUCTILE IRON GRAVITY SEWER LINE. ALL PVC WATER LINE AND PVC FORCE MAIN. TYPE 3 TYPE 4 NO SCALE TYPICAL LAYING CONDITIONS DETAIL W 11 2 1/2" HOSE CONNECTION STEAMER CONNECTION CONC.1'-6"BURY AS SPECIFIEDON PLANS AS SHOWN 1'-0"BLOCKING (SEE NOTE)2'-6"WEEP HOLE TO REMAIN OPEN 2'-0" BACKFILL STONE (7 C.F. MIN.) 6" G.V. & C. I. BOX 4-3/4" TIE RODS WITH BRACKETS (SEE DETAIL) 6" HYDRANT TEE 6" WATER LINE NOTE: 1.)TIE HYDRANT TO MAIN LINE W/TIE RODS IN LIEW OF CONC. BLOCKING IN SANDY SOIL. PRECAST CONCRETE PROTECTION RING NO SCALE TYPICAL FIRE HYDRANT INSTALLATION DETAIL EDGE OF ROAD W 6 MASONRY BLOCK 2.)MECHANICAL JOINTS USED WITH GRIP RINGS OPENEXISTING WATER MAIN NEW WATER MAIN TAPPING VALVE WITH VALVE BOX NO SCALE TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL TAPPING SLEEVE SHALL BE ROMAC BRAND MODEL SST MANUFACTURED WITH 316 STAINLESS STEEL. W 5 PE PLASTIC TO PROTECT TAPPING SLEEVE THRUST BLOCKING WATERMAIN STREET PROPERTYLINEPROPERTYLINER/W R/W NO SCALE TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL SINGLE 3/4" SERVICES 2" PVC SLEEVE W/ 3/4" CARRIER 12" MIN 1. INSTALL METER AT R/W 2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED INSIDE A 2" SLEEVE." 5. SEE DETAIL FOR SERVICE MATERIAL AND METER SETTING 4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE. 3. "TWO (2)-1" SERVICE LINES MUST BE INSTALLED INSIDE A 3" SLEEVE." 1' 6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE OF DITCHES. 6' METERS SHOULD BE INSTALLED 3' OFF PROPERTY LINE W 12 7. CONDUIT MUST EXTEND PAST PREPOSED SIDEWALK. SIDEWALK ON THE THRUST BLOCKING SCHEDULE. 2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT 1. CONCRETE SHALL BE 3,000 PSI MIN. 12" 8" 6"6" 8" 8"8" 30" 24" 18" 16" 12" 20" 18" 16" 14" 12" 9" 16" 14"12" 8" 6" 16" 14" 8" 18" 16" 14" 10" 8" 10" 8" 8" 20" 14" 20" 10" 8" 16" 14" 12" 10" PLUG11/4° BEND45° BEND 24" MIN. - 12" OR LESS 18" MIN. - 10" OR LESS 18" MIN.SQSQCB5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN BLOCKING. WITH 10 MIL. POLYETHYLENE PRIOR TO POURING 4. ALL PIPING AND ACCESSORIES TO BE WRAPPED 3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS. PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL. SHAPE MORE EASILY FORMED WITH THE WIDEST FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE NOTES: 10" 8" 6" 8" 6" 36" 34" 25" 20" 18" 16" 14" 12" 10" 10" 18" 11" 10" 10" 8" 16" 14" 10" 12" 10" 8" 6" 12" 10" 8" 12" 10" 16" 14" 12" 10" 18" 16" 13" 12" 12" 26" 22" 16" 15"8" 6" 4" TEE221/2° BEND90° BEND SIZE PIPE DB45° PLAN TEES HYDRANT TEE PLAN BENDS X X 6" MIN. AA X X A A 6" MIN. MIN.1/3 C.Y. AT 3000 P.S.I. NO SCALE TYPICAL THRUST BLOCK DETAIL W 7 A B A B A B A B C D A B C6.2 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C6.2 WATER DETAILS II.DWGPLOTTED: 8/1/2022 10:24 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION WATER DETAILS II 2" 1" FINISHED GRADE 21" TOTALADJUSTMENTVALVE BOX VALVE OPERATOR NUT NO SCALE TYPICAL VALVE BOX DETAIL PROTECTION RING PRECAST CONCRETE BACKFILL TO EDGE W 2 NOTE: AT PIPE INTERSECTIONS, MULTIPLE VALVES, RUN WIRE UP AT ONLY ONE VALVE. SINGLE 12 AWG SOLID CORE WIRE GATE VALVE TRACER WIRE TO BE LAID UNDERNEATH WATER LINE VALVE BOX FINISHED GRADE IN VALVE BOX NO. 1 DRILL HOLE FOR TRACER WIRE TRACER WIRE VALVE BOX P.V.C. PIPELINE NOTES: 1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESS VALVE BOX 2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL. PLACE EMPTY VALVE BOX AT INTERVALS WHERE VALVES DO NOT OCCUR & PLACE TRACER WIRE IN BOX. NO SCALE TYPICAL TRACER WIRE INSTALLATION DETAIL 3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A BRASS SCREW TO THE VALVE BOX. NOTE: LOOPED IN BOX 6"-8" EXCESS PRECAST CONCRETE PROTECTION RING BACKFILL TO EDGE W 3 MASONRY BLOCK P.R.V. Location down stream of the cut-off valve METER SETTER CENTERED IN BOX 18" MIMINUM COVERNO SCALE TYPICAL 3/4" METER SETTER INSTALLATION DETAIL METER SETTER WITH DOUBLE CHECK VALVE (BACKFLOW PREVENTER) METER BOX LID, CAST IRON 1' FROM EDGE OF ROW SERVICE LINE FROM STREET 1. METER AND PRIVATE SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED 2. INCLUDE STONE IN PRICE OF METER BOX. 3. METER SETTER SIZE AS NOTED ON PLANS. 4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE. 3/4" X 18" BRASS NIPPLE 3/4 Inch Gate Valve Required on Customer side Within 12 inches of the Meter BoxRWPROPERTY METER TO BE INSTALLED BRICK SUPPORT 9" W 14 VALVE BOX 24"x18" RECTANGULAR 17" 18" 24" 3 1/2" 18" 12" A BA ELEVATION ISOMETRIC PLAN NO SCALE TYPICAL METER BOX DETAIL FOR 3/4" SERVICE CAST IRON 16 3/4" 11"SIGMAWATER METER W 15 HARNETT COUNTY SPECIFICATIONSNOTED 2 WATER DISTRIBUTION SYSTEMHARNETT COUNTY - NORTH CAROLINA2009 3 HCDPU ABS PLASTIC W.W.R.S:\Mapping\MAIN SEWER & WATER DETAILS 2009\Details\HC Logos.jpgADJUSTABLE VALVE BOX BRICK TO SUPPORT VALVE BOX MECHANICAL JOINT WITH GRIP RING 36" THREADED BRASS PIPE NIPPLE 2" DIA CONCRETE BLOCKING MIN. 1/3 C.Y. AT 3000 P.S.I. PRECAST CONCRETE PROTECTION RING SQUARE HEAD VALVE NUT ONLY MIN 1/5" OF PROTECTION RING TO BE EXPOSED TAMPED BACKFILL THREADED COUPLING WATER MAIN 2" 1" BACKFILL TO EDGE FINISHED GRADE MIN 6" MIN OF 24" THREADED BRASS PIPE NIPPLE 2" DIA OR LONGER TO BRING PIPE UP TO FINISHED GRADE2" BRASS THREADED PIPE NIPPLE MIN 18" END CAP ON PLUG WITH 2" THREADED PORT NOTE: SEE TYPICAL VALVE BOX DETAIL FOR BRICK INSTALLATION C6.3 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\C6.3 SANITARY SEWER DETAILS.DWGPLOTTED: 8/1/2022 10:24 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION SANITARY SEWER DETAILS COVER FRAME & COVER FRAME NOTE: CONCRETE ENCASEMENT SHALL ONLY BE USED IN AREAS WHERE COVER IS TO BE FLUSH WITH PAVEMENT OR CONCRETE. CONCRETE ENCASEMENT SHALL NOT BE USED IN NON-TRAFFIC AREAS AND ABOVE GRADE INSTALLATIONS. USE MIN. 4 EA. 3/8" ANCHOR BOLTS TO SECURE FRAME TO MANHOLE 23.5" RAM-NEK SEALANT 2"1" BASE COURSEBASE COURSE FINISHED GRADE 1.5" MIN. 6" MIN. COMPACTED FILLCOMPACTED FILL STD. MANHOLE RING & COVER SANITARY SEWER (0'-8' DEPTH) PIPE LAYING CONDITION "A" PIPE O.D. HAND PLACED DENSELY COMPACTED BACKFILL TO 1 FT. ABOVE TOP OF PIPE BEDDED PIPE MINIMUM STONE EMBEDMENT AS INDICATED. GREATER IF REQUIRED BY MANUFACTURER 12 PIPE O.D. 24" + O.D. MAX. 12" + O.D. MIN. D/8≥3"D/4 D/2 D/8≥3" 24" + O.D. MAX. 12" + O.D. MIN. 12 PIPE O.D. MINIMUM STONE EMBEDMENT AS INDICATED. GREATER IF REQUIRED BY MANUFACTURER BEDDED PIPE HAND PLACED DENSELY COMPACTED BACKFILL TO 1 FT. ABOVE TOP OF PIPE PIPE O.D. SANITARY SEWER (<8'-16' DEPTH) PIPE LAYING CONDITION "B" SHAPED STONE TO PROVIDE BEARING ALONG ENTIRE LENGTH OF PIPE BARREL SHAPED STONE TO PROVIDE BEARING ALONG ENTIRE LENGTH OF PIPE BARREL STYPICAL PIPE LAYING CONDITION DETAIL 16 SFRAME & COVER DETAIL 21 TYPICAL STANDARD MANHOLE TYPICAL SEWER SERVICE CONNECTION DETAIL S USE 4 EA. 38" ANCHOR BOLTS TO BOLT FRAME TO SPACER. USE ROPE MASTIC SEAL BETWEEN FRAME AND SPACER. STANDARD MANHOLE RING AND COVER MANHOLE STEPS 16" O.C. BRICK & MORTAR INVERT MIN. 6" GRAVEL BEDDING ECCENTRIC TAPER UNIT RISER UNIT BASE UNIT 4' DIA. MIN.5" 2'-0", 3'-0" OR 4'-0" 8" MAX. FOR SPACER 8" JOINTS SHALL BE SEALED WITH A RUBBER O-RING GASKET OR ROPE MASTIC SEAL. CEMENT GROUT ALL JOINTS INSIDE AND OUT 112":12" SLOPE ON ALL INVERTS EXTENDED BASE (REQUIRED OVER 12') STYPICAL STANDARD PRECAST CONCRETE MANHOLE DETAIL 4" PVC VERTICAL 4" SWEEP WYE SERVICE LINE SANITARY SEWER MAIN TEE BRANCH SLOPE MIN. 1% PLUG STOP AT R/W 45°SANITARY TEE (SAME MATERIAL AS MAIN) CLEANOUT PLUG AND CAP NOTE: EASEMENT SHALL BE PROVIDED FOR SERVICE CONNECTION WHERE SERVICE CONNECTION IS PLACED OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.CAST IRON VALVE BOX W/ CHARLOTTE HUB 3'-5' 1' inside RW NOTE: IN NON-TRAFFIC AREAS,TOP OF FRAME AND COVER SHALL BE INSTALLED AT LEAST 2 FT ABOVE FINISH GRADE OR AT LEAST 1 FT ABOVE FLOOD STAGE. 24 29 SEE DETAIL S-25 NOTES: IN-LINE WYE FITTING FOR NEW CONSTRUCTION OR ROMAC-CB SADDLE FOR TAP ON EXISTING SANITARY SEWER MAIN. BRASS 12" MIN. (DO NOT GLUE) SCH 40 PVC VERTICAL SCH 40 PVC SCH 40 PVC WIDTH AS REQUIRED OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O H E OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS EIS MAG NAIL CP CP 24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPP PP PP PP PP PP PP PP W/V W/V W/VW/V FH FOM FOM RCPFOM GW FOM FOM 749.89 LF @ 0.22%721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 MH TOP-217.73 INV-207.19 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 214.07 INV: 213.80 1 11 10 12 13 9 20 1516171819 2 3 4 5 867 14 CBU L1 C1 L2 21 22 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMH#2SS DOG HOUSE SSMH#1SSSSSSSSSSSSOHEOHEOHEOHEOHEOHE OHEWWWWWW W W W W W W W W W W W10+0011+0012+0013+0014+0014+77SAWYER MILL DRIVE L1.0 E N G I NE ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGIN E E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\L1.0 LANDSCAPE PLAN.DWGPLOTTED: 8/1/2022 10:24 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION LANDSCAPE PLAN SCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 N1" = 60' 1.STREET TREES SHALL BE INSTALLED SUCH THAT ONE TREE IS REQUIRED PER 50' ALONG A RESIDENTIAL STREET. 2.DO NOT PLACE STREET TREES WITHIN A PUBLIC STORM OR UTILITY EASEMENT. 3.ALL TREES SHALL BE MIN. 6' TALL AND 2" CALIPER AT TIME OF PLANTING. 4.LANDSCAPE BUFFER SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE PRELIMINARY SUBDIVISION APPROVAL. SEE DETAIL THIS SHEET FOR REQUIREMENTS. 5.LANDSCAPING IN AREAS OUTSIDE OF RIGHT OF WAY ARE TO BE PROVIDED BY THE DEVELOPER. ANY LANDSCAPING INSTALLED WITHIN THESE AREAS ARE TO BE MAINTAINED BY THE DEVELOPER UNTIL HOME OWNERS ASSOCIATION (HOA) IS ESTABLISHED. HOA WILL BE RESPONSIBLE FOR CONTINUED MAINTENANCE OF LANDSCAPING AND ANY IMPROVEMENTS OUTSIDE THE RIGHT OF WAY. 6.ADDITIONAL LANDSCAPING ON SITE MAY BE PROVIDED BY DEVELOPER. SITE LANDSCAPE NOTES: KEY WO QTY 55 BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT B&B 2" CAL 6 PLANTING SCHEDULE: WM 440 B&B 2" CAL 6 QUERCUS PHELLOS WILLOW OAK MYRICA CERIFERA WAX MYRTLE BUFFER PLANTING (1650 LF TOTAL) (NOT TO SCALE) WAX MYRTLE (MYRICA CERIFERA) 24" HIGH @ PLANTING WILLOW OAK (QUERCUS PHELLOS) 2" CALIPER, 6' HIGH @ PLANTING 30' STREETSCAPE BUFFER PLANTING (1650 LF TOTAL) 30' 30' MAX 5' MAX SPACING 25'ROW DEDICATION 30' STREETSCAPE BUFFER (1310 LF) 30' STREET YARD (200 LF) 30' PUBLIC UTILITY EASEMENT 30' STREET YARD (140 LF) STREET LIGHTING LEGEND: LANDSCAPE BERM TP CONSTRUCTION ENTRANCE/EXIT SILT FENCE OUTLET TEMP. SEED/MULCH/PERM. SEED SILT FENCE TREE PROTECTION FENCE OUTLET PROTECTION TS M PS DIVERSION DITCH ROCK CHECK DAM INLET PROTECTION SILT SACK STOCKPILE DISTURBANCE LIMITS COIR WATTLE CONCRETE WASH AREA HORSESHOE INLET PROTECTION OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS EIS MAG NAIL CP CP 24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPP PP PP PP PP PP PP PP W/V W/V W/VW/V FH FOM FOM RCPFOM GW FOM FOM217216215218219220221 220 221 222 219220221222220219 220221 220 217 749.89 LF @ 0.22%721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 MH TOP-217.73 INV-207.19 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 214.07 INV: 213.80 219 220 22 1 EC1.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC1.0 EROSION CONTROL PLAN - INITIAL PHASE.DWGPLOTTED: 8/1/2022 10:25 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION EROSION CONTROL PLAN - INITIAL PHASE SCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 LEGEND:N1" = 60' 7 daysPerimeter dikes, swales, ditches and slopes SITE AREA DESCRIPTION STABILIZATION NPDES STABILIZATION TABLE TIMEFRAME EXCEPTIONS 7 days 14 days NoneHigh Quality Water (HQW) Zones Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed. Slopes 3:1 or flatter 7 days for slopes greater than 50' in length 7 days All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones None CONSTRUCTION ENTRANCE SILT FENCE, TYP. PROPERTY BOUNDARY PROPERTY BOUNDARY SILT FENCE OUTLET SILT FENCE INSTALL 24" RCP TEMP. DRIVEWAY PIPE DISTURBANCE LIMITS SILT FENCE OUTLET SILT FENCE OUTLET 1.THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE DISTURBANCE WITHIN THE WETLAND AND/OR STREAM BUFFER AREAS. 2.TOTAL DISTURBED AREA = 11.78 AC 3.REFER TO DETAIL SHEET EC3.0 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS. 4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT NCDENR STANDARDS AND REGULATIONS. 5.SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 6.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY NCDENR. 7.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE. 8.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF-INSPECTION LOG. 9.ALL DIVERSION DITCHES SHALL HAVE 12" COIR WATTLE CHECK DAMS SPACED EVERY 100 L.F. OF DITCH. 10.CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM DRAINAGE SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED. NOTES: PROPERTY BOUNDARY SILT FENCE OUTLET, TYP. ROW DEDICATION PROPERTY BOUNDARY ADDITIONAL LIMITS SHOWN FOR OPTIONAL BERM CONSTRUCTION. STOCKPILE W/ SILT FENCE CONCRETE WASHOUT AREA INLET PROTECTION TP CONSTRUCTION ENTRANCE/EXIT SILT FENCE OUTLET TEMP. SEED/MULCH/PERM. SEED SILT FENCE TREE PROTECTION FENCE OUTLET PROTECTION TS M PS DIVERSION DITCH ROCK CHECK DAM INLET PROTECTION SILT SACK STOCKPILE DISTURBANCE LIMITS COIR WATTLE CONCRETE WASH AREA HORSESHOE INLET PROTECTION TDD 221222222221219218 217 216 219 218218219 221 221 221 218217219 216 219218217216216 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x SS x Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx GxPROSPECT CHURCH ROADNC 55 E(60' PUBLIC R/W)(60' PUBLIC R/W) MAG NAIL MAG NAIL EIS EIS MAG NAIL CP CP 24" R C P 18" RCP15" RCPGRAVEL/SOIL DRIVEW/M W/MC/O SHELTER PP PP PPPP PP PP PP PP PP PP PP W/V W/V W/VW/V FH FOM FOM RCPFOM GW FOM FOM217216215218219220221 220 221 222 219220221222220219 220221 220 217 749.89 LF @ 0.22%721.83 LF @ 0.19% LINWOOD M. COUNCIL DIANNE A. COUNCIL D.B.3579, PG.671 ZONING: RA-30 USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.9, PG.64 D.B.1129, PG.443 ZONING: COMM USE: AGRICULTURAL N.C. GRID MONUMENT "JOSEY" N.C. GRID COORDINATES, NAD 83 ELEV - 218.91' N - 588,002.21 E - 2,100,393.42 CF - 0.99986934 Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx MH TOP-217.29 INV-204.17 MH TOP-219.39 INV-205.83 MH TOP-217.73 INV-207.19 APPROXIMATE LOCATION OF GAS LINEAPPROXIMATE LOCATION OF WATER LINE BLOCK HOUSE DAVIS BRYANT WOODALL JR & LANDA KAY WOODALL CAPPS D.B.3269, PG.0007 ZONING: RA-20M USE: RESIDENTIAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0479 ZONING: RA-30/COMM USE: AGRICULTURAL EDWARD S. TURLINGTON M.B.2002, PG.855 D.B.1641, PG.0467 ZONING: RA-30/COMM USE: RESIDENTIAL BHR PROPERTIES M.B.2002, PG.855 D.B.3117, PG.0690 ZONING: RA-30/COMM USE: RESIDENTIAL INV: 211.08 INV: 211.59 INV: 212.08 INV: 212.00 INV: 214.07 INV: 213.80 219 220 22 1 TDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDD TDD TDD TDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDD TDD TDD TDD TDD TDD TDD TDD TDD TDDTDD TDD TDDTDD TDD TDD TDD TDD TDD TDD 1 11 10 12 13 9 20 1516171819 2 3 4 5 867 14 CBU PC: 1 1 + 0 2 . 6 PT:12+25.9 L1 C1 L2 21 22 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMH#2SS DOG HOUSE SSMH#1SSSSSSSSSSSSOHEOHEOHEOHEOHEOHE OHEWWWWWW W W W W W W W W W W WEC2.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC2.0 EROSION CONTROL PLAN - CONSTRUCTION PHASE.DWGPLOTTED: 8/1/2022 10:25 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION EROSION CONTROL PLAN - CONSTRUCTION PHASE SCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 LEGEND:N1" = 60' 1.THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN THE FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE DISTURBANCE WITHIN THE WETLAND AND/OR STREAM BUFFER AREAS. 2.TOTAL DISTURBED AREA = 11.78 AC 3.REFER TO DETAIL SHEET EC3.0 FOR CONSTRUCTION SEQUENCE, EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS. 4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT NCDENR STANDARDS AND REGULATIONS. 5.SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 6.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY NCDENR. 7.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE. 8.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF-INSPECTION LOG. 9.ALL DIVERSION DITCHES SHALL HAVE 12" COIR WATTLE CHECK DAMS SPACED EVERY 100 L.F. OF DITCH. 10.CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM DRAINAGE SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED. NOTES: 7 daysPerimeter dikes, swales, ditches and slopes SITE AREA DESCRIPTION STABILIZATION NPDES STABILIZATION TABLE TIMEFRAME EXCEPTIONS 7 days 14 days NoneHigh Quality Water (HQW) Zones Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed. Slopes 3:1 or flatter 7 days for slopes greater than 50' in length 7 days All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones None CONSTRUCTION ENTRANCE SILT FENCE, TYP. COIR WATTLE, TYP. CONCRETE WASHOUT AREA PROPERTY BOUNDARY TDD-C PROPERTY BOUNDARY SILT FENCE OUTLET STOCKPILE W/ SILT FENCE SILT FENCE OUTLET ROCK CHECK DAM TEMPORARY DIVERSION DITCH COIR WATTLE, TYP. PROPOSED CONTOUR INSTALL 24" HDPE TEMP. DRIVEWAY PIPE ROCK CHECK DAM DISTURBANCE LIMITS TDD-A TDD-B TDD-D SILT FENCE OUTLET SILT FENCE OUTLET PROPERTY BOUNDARY TEMPORARY DIVERSION DITCH SCHEDULE DITCH DESIGNATION DRAINAGE AREA (AC) RUNOFF COEFFICIENT Q10 (CFS) AVG. SLOPE (%) FLOW DEPTH (FT) VELOCITY (FPS)SHAPE GEOMETRY (FT)LINING MATERIAL A 2.54 0.30 7.86 1.2%0.64 2.87 TRAPEZOIDAL b=2', d=18", m=2:1 SYNTHETIC MAT B 3.64 0.30 7.86 1.9%0.53 5.23 TRAPEZOIDAL b=2', d=18", m=2:1 SYNTHETIC MAT C 0.56 0.30 7.86 1.5%1.32 2.74 TRAPEZOIDAL b=2', d=18", m=2:1 SYNTHETIC MAT D 2.17 0.30 7.86 2.2%0.39 4.78 TRAPEZOIDAL b=2', d=18", m=2:1 SYNTHETIC MAT TS M PS TS M PS TS M PS SILT FENCE, TYP. ROCK CHECK DAM HORSESHOE INLET PROTECTION ROW DEDICATION PROPERTY BOUNDARY RECEIVING PIT, TYP. BORE PIT EXCAVATION, TYP. ADDITIONAL LIMITS SHOWN FOR OPTIONAL BERM CONSTRUCTION. EXISTING CONTOUR SILT FENCE MATTING MUST BE INSTALLED IMMEDIATELY UPON CONSTRUCTION OF TEMPORARY DIVERSION DITCHES MATTING MUST BE INSTALLED IMMEDIATELY UPON CONSTRUCTION OF TEMPORARY DIVERSION DITCHES EC3.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC3.0 EROSION CONTROL DETAILS I.DWGPLOTTED: 8/1/2022 10:25 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION EROSION CONTROL DETAILS I 1" = 60' MAINTENANCE/INSPECTION PROCEDURES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. ·ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT, DAILY AND WITHIN 24 HOURS OF EVERY RAINFALL EVENT. ·SILT FENCE & FABRIC INLET PROTECTION: INSPECT FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. ·SILT FENCE OUTLET: INSPECT THE SILT FENCE OUTLETS PER THE SCHEDULE OUTLINED ABOVE. CHECK FOR TEARS IN THE FABRIC AND ADDRESS REPAIRS PER THE "SILT FENCE & FABRIC INLET PROTECTION" NOTES ABOVE. REMOVE ACCUMULATED SEDIMENT PER THIS REQUIREMENT AS WELL. INSPECT THE STONE PORTION OF THIS MEASURE AND REPLACE ANY DISPLACED STONE. NOTE ANY LEANING STAKES AND RE-INSTALL THEM VERTICAL AND SECURELY. ·HORSESHOE INLET PROTECTION: INSPECT ROCK PIPE INLET PROTECTION PER THE SCHEDULE ABOVE. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE. ANY RIP RAP DISPLACED FROM THE STONE HORSESHOW MUST BE REPLACED IMMEDIATELY. ·ROCK CHECK DAMS: INSPECT DAMS PER THE SCHEDULE ABOVE. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIP-RAP LINE IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONE TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. ·DIVERSION DIKES/SWALES: INSPECT AND ANY BREACHES PROMPTLY REPAIRED. SEDIMENT SHALL BE REMOVED FROM THE FLOW AREA IMMEDIATELY AFTER EACH RAINFALL ·TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP-DRESSING WITH 2-3" STONE. AFTER A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO ROADWAYS. ·SEDIMENT BASIN: INSPECT AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. REPAIR BAFFLES AND SKIMMERS AS NEEDED. ·INLET PROTECTION: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. ·SEEDING, FERTILIZING, AND MULCHING: INSPECT SEEDED AREAS FOR FAILURE AND NECESSARY REPAIRS AND RE-SEEDING SHALL BE MADE WITHIN THE SAME SEASON. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. ·MAINTAIN THE ON-SITE RAIN GAUGE & DATA AND STORMWATER INSPECTION LOG SHEETS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL HARNETT COUNTY HAS CLOSED THE PROJECT & SURETY HAS BEEN RELEASED. ·THE CONTACT PERSON IS REQUIRED TO MAINTAIN A LOG OF SELF-INSPECTIONS PER REQUIREMENTS AS OUTLINED IN NCG01000 PERMIT. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS, OR STORMWATER MANAGEMENT PLANS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL HARNETT COUNTY HAS CLOSED THE PROJECT. ·THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. ·PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT: THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. ·GROUND STABILIZATION: SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: A.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. B.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY DUST CONTROL VEGETATIVE COVER FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION PROVIDES THE MOST PRACTICAL METHOD OF DUST CONTROL. MULCH WHEN PROPERLY APPLIED, MULCH OFFERS A FAST, EFFECTIVE MEANS OF CONTROLLING DUST. MAINTENANCE MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED. 1.THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. 2.TOTAL DISTURBANCE LIMITS = 11.78 ACRES. 3.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN IN THE PLAN IS A VIOLATION OF THE NORTH CAROLINA SEDIMENTATION CONTROL LAW & IS SUBJECT TO A FINE. 4.GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE THE NORTH CAROLINA SEDIMENTATION CONTROL LAW AND IS SUBJECT TO A FINE. 5.ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH ALL NCDENR STANDARDS AND SPECIFICATIONS. 8.CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. A MINIMUM OF ONE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AND UTILIZED. THIS ENTRANCE SHALL BE BETWEEN THE LIMITS OF DISTURBANCE AND ANY ROAD RIGHT OF WAY. 9.ADJACENT PROPERTIES AND RIGHT-OF-WAY SHALL BE KEPT FREE OF MUD AND/OR SEDIMENT-LADEN RUNOFF. 10.THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE RECOMMENDED AS A MINIMUM IN ORDER TO CONTROL RUN-OFF. IT IS POSSIBLE THAT MORE STRINGENT MEASURES MAY BE NEEDED AS DETERMINED BY THE CONTRACTOR, PROJECT ENGINEER, AND/OR EROSION CONTROL INSPECTOR. IF IT IS DETERMINED THAT ADDITIONAL RUN-OFF CONTROL IS NEEDED, SUCH MEASURES SHALL BE INSTALLED IMMEDIATELY. 11.SHOULD MAINTENANCE ISSUES ARISE, PLEASE CONTACT HAL LONG AT (919) 810-6151. 12.CONTRACTOR SHALL LOCATE AND VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. EROSION CONTROL NOTES STRUCTURAL PRACTICES 1.SILT FENCE (SEDIMENT FENCE): SILT FENCE CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION. SILT FENCES SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE BARRIERS SHALL BE USED TO CONTAIN SEDIMENT. 2.SILT FENCE OUTLET: GRAVEL SILT FENCE OUTLETS SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE OUTLETS SHALL BE LOCATED AT ALL LOW POINTS IN A RUN OF SILT FENCE AND USED TO DISCHARGE "CLEAN WATER" OFF-SITE. 3.DIVERSION DITCHES: USE DIVERSION DITCHES TO CONVEY SEDIMENT LADEN RUNOFF TO EROSION CONTROL BMPS AS SHOWN ON THE PLANS. 4.CONSTRUCTION ENTRANCE: CONSTRUCTION TRAFFIC SHALL BE LIMITED TO STABILIZED AREAS. AT A MINIMUM, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE PROVIDED AS SHOWN ON THIS DRAWING. VEHICLE WHEELS SHALL BE CLEAN WHEN LEAVING THE SITE TO PREVENT THE TRACKING OF MUD ON PAVED ROADS. 5.ROCK CHECK DAMS: ROCK CHECK DAMS CAN BE USED TO REDUCE EROSION IN A DRAINAGE CHANNEL TO LIMIT EROSION BY REDUCING VELOCITY IN OPEN CHANNELS. 6.SEDIMENT BASINS: SEDIMENT BASINS WITH SKIMMERS AND POROUS BAFFLES ARE USED TO RETAIN SEDIMENT ON THE CONSTRUCTION SITE, AND PREVENT SEDIMENTATION IN OFF-SITE STREAMS, LAKES, AND DRAINAGE WAYS 7.INLET PROTECTION: HARDWIRE CLOTH AND GRAVEL INLET PROTECTION DEVICES CAN BE USED PREVENT SEDIMENT FROM ENTERING YARD INLETS, GRATED STORM DRAINS OR DROP INLETS DURING CONSTRUCTION. THIS PRACTICE ALLOWS EARLY USE OF THE STORM DRAIN SYSTEM SEDIMENT & EROSION CONTROLS IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND SEDIMENT CONTROLS AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION CONTROLS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES BE TO THE STANDARDS OF THE NC DEPT. OF ENVIRONMENTAL MANAGEMENT - LAND QUALITY SECTION, AND ARTICLE 10 OF THE HARNETT COUNTY UNIFIED DEVELOPMENT CODE, LATEST EDITION. VEGETATIVE PRACTICES 1.TEMPORARY SEEDING: DISTURBED AREAS THAT ARE NOT ANTICIPATED TO BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 7 OR 14 CALENDAR DAYS MUST RECEIVE TEMPORARY SEEDING (SEE NPDES TABLE). A QUICK GROWING GRASS SPECIES, WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING, SHOULD BE USED. TEMPORARY SEEDING SHALL BE PER HARNETT COUNTY REQUIREMENTS. 2.TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 3.TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. RESEED AND MULCH BARE SPOTS LARGER THAN 9 SQUARE FEET. 4.PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. PERMANENT SEEDING SHALL BE PER HARNETT COUNTY REQUIREMENTS. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND OF GRASS IS ACCEPTABLE. NOTE THAT PERMANENT GROUNDCOVER MUST BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS, WHICHEVER IS SHORTER. MANAGEMENT STRATEGIES 1.STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. PER NCDWQ CONSTRUCTION GENERAL PERMIT REVISED AUGUST 4, 2011 ALL EARTHEN MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO OTHER REASONABLE ALTERNATIVE IS AVAILABLE. 2.RIP-RAP OUTLET PROTECTION: ALL RIP-RAP SHALL BE INSTALLED WITH FILTER FABRIC BENEATH. 3.SOIL DISPOSAL: DISPOSE OF ALL STOCKPILED MATERIAL TO AN APPROVED PERMITTED HARNETT COUNTY DISPOSAL SITE. 4.DEWATERING: ALL TRENCH/PIT DEWATERING MUST DISCHARGE TO AN APPROVED S&EC MEASURE OR SILT SACK PRIOR TO LEAVING THE SITE. 5.PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES. EROSION & SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO CLEAR & GRUB FOR ROAD AND DITCH INSTALLATION FOR A 22 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION. THE PROPERTY IS PRIVATELY OWNED. SEE OWNER INFORMATION ON EXISTING CONDITIONS PLAN. THE SITE IS CURRENTLY UNDEVELOPED. APPROXIMATELY 7.26 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE MAXIMUM FILL WILL BE APPROX. 3 FEET AND THE MAXIMUM CUT WILL BE APPROX. 3 FEET. THIS PROJECT WILL INVOLVE REMOVAL OF TOPSOIL TO CREATE RESIDENTIAL ROADWAY, INFRASTRUCTURE, & STORMWATER CONVEYANCE. THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN FALL 2021 WITH PROJECT COMPLETION AND FINAL STABILIZATION BY SPRING 2022. THE EROSION AND SEDIMENT CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF A SUITABLE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCING, SILT FENCE OUTLETS, AND DIVERSION DITCHES. ADJACENT PROPERTY ADJACENT PROPERTY OWNERS ARE NOTED ON THE EXISTING CONDITIONS PLAN. NATIVE SOILS THE SOILS AT THIS SITE ARE PREDOMINATELY LOAMY SANDS. SOILS ARE MOSTLY WELL DRAINED WITH Ksat RANGES FROM MODERATELY HIGH TO HIGH. SLOPES ARE LARGELY BETWEEN 0% TO 10%. 1.OBTAIN A LAND-DISTURBING PERMIT FROM NCDENR. 2.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH NCDENR AT LEAST ONE WEEK PRIOR TO START OF LAND DISTURBANCE. 3.CLEAR THE AREA NEEDED TO CONSTRUCT THE PROPOSED CONSTRUCTION ENTRANCE. 4.CONSTRUCT THE ENTRANCE AS SHOWN ON THE PLANS. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSURE THAT MUD AND SILT WILL NOT BE TRACKED ONTO THE PAVED SURFACE. IF MUD IS TRACKED ONTO THE SURFACE, IT IS TO BE REMOVED IMMEDIATELY. 5.CLEAR THE AREA NEEDED TO CONSTRUCT THE REMAINDER OF PERIMETER EROSION CONTROL MEASURES. 6.INSTALL SILT FENCE, ROCKS CHECK DAMS, PLUNGE POOLS, AND TEMPORARY DIVERSIONS AS SHOWN ON THE APPROVED PLAN. SEED TEMPORARY DIVERSIONS IMMEDIATELY AFTER CONSTRUCTION. 7.CALL NCDENR FOR AN ONSITE INSPECTION BY THE ONSITE INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLIANCE. 8.BEGIN CLEARING AND GRUBBING. 9.ROUGH GRADE ALL ROADWAYS. 10.CONSTRUCT WATER AND SEWER MAINS THROUGHOUT PROJECT AS WELL AS RELOCATE THE DUKE POWER LINE. 11.GRADE DITCHES, INSTALL STORM SYSTEM AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC. 12.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN 7 OR 14 DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. 13.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL NCDENR ON SITE INSPECTOR. 14.IF SITE IS APPROVED, CONVERT TEMPORARY DIVERSIONS, REMOVE SILT FENCE, AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. 15.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE ONSITE INSPECTOR. OBTAIN A CERTIFICATE OF COMPLETION. 16.SUBMIT NOTICE OF TERMINATION TO NCDENR. ·INSPECTOR REFERS TO NORTH CAROLINA LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE, FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR. ·CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES LAND QUALITY SECTION: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ·THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL MEASURES DURING CONSTRUCTION AND THE OWNER IS RESPONSIBLE FOR ALL PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED. CONSTRUCTION SEQUENCE: THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT (919) 791-4200. NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM: EC4.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC4.0 EROSION CONTROL DETAILS II.DWGPLOTTED: 8/1/2022 10:26 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION EROSION CONTROL DETAILS II 1" = 60' CONSTRUCTION SPECIFICATIONS 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL. 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS. 3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT. 5. VEGETATE THE RIDGE AND CHANNEL IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. CROSS SECTIONAL VIEW 2:1 M A X . 2:1 MA X. 2' MIN. FLOW D X LINING, L 2:1 MAX. 2:1 M A X . 10-YR MAX FLOW GENERAL NOTES: 1.DIVERSION TO BE USED TO CONVEY SEDIMENT LADEN WATER INTO AN APPROVED EROSION AND SEDIMENT CONTROL BMP. 2.IMMEDIATELY LINE AND STABILIZE BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR BEFORE ISSUANCE OF A CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON VELOCITY OF DRAINAGE. 3.DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGE AREAS 5 ACRES OR LESS. 4.MINIMUM LONGITUDINAL SLOPE OF DIVERSION SHALL BE 0.3%. 5.DEPTHS SHOWN SHALL BE FINAL AFTER SETTLEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING DITCHES IN FIELD TO MEET DESIGN CRITERIA IF SETTLEMENT OCCURS. 6.REFER TO SKIMMER BASIN DETAIL FOR DIVERSION DITCH/SKIMMER BASIN ENTRANCE. MAINTENANCE: INSPECT TEMPORARY DIVERSIONS DAILY AND REPAIR, AS NECESSARY AND FOLLOWING EVERY RAINFALL EVENT OF GREATER THAN 1/2" WITHIN A 24HR PERIOD. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. DIKE D+0.5' OR1.5' MINMIN. 0.25 FT FREEBOARD STONE FILTER INLET PROTECTION PLYWOOD INLET PROTECTION GENERAL NOTE: 1.ALL PARTIALLY COMPLETED STORM DRAINS SHALL BE PROTECTED AT THE END OF EACH DAY IN ACCORDANCE WITH THESE DETAILS. 2.THIS IS NOT AN APPROVED NC METHOD OF INLET PROTECTION AND WILL ONLY BE USED TO PROTECT THE CONTRACTORS WORK OVERNIGHT. LONGER PERIODS OF PROTECTION WILL REQUIRE THE STONE INLET PROTECTION DETAIL PER THE NCDENR ESCPDM. BURY BOTTOM OF PLYWOOD UPSTREAM END OF STORM DRAIN OVERFLOW 1/3 PIPE DIAMETER 3 4" EXTERIOR PLYWOOD STEEL FENCE POST (TYP.) UPSTREAM END OF STORM DRAIN OVERFLOW 1/3 PIPE DIAMETER HARDWARE CLOTH WASHED STONE FILTER ACROSS PIPE INLET SCALE: 1 EC4.0 TEMPORARY DIVERSION DITCH NTS SCALE: 2 EC4.0 PIPE INLET PROTECTOIN NTS SEEDBED PREPARATION: 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2.RIP THE ENTIRE AREA TO SIX INCHES DEEP. 3.REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE). 5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON,IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. SCALE: 4 EC4.0 COIR FIBER WATTLE DETAIL NTS MIXTURE AGRICULTURAL LIMESTONE..........................2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) FERTILIZER................................................1,000 LBS/ACRE - 10-10-10 SUPERPHOSPHATE....................................500 LBS/ACRE - 20% ANALYSIS MULCH....................................................2 TONS/ACRE - SMALL GRAIN STRAW ANCHOR..................................................ASPHALT EMULSION AT 300 GALS/ACRE SEEDING SCHEDULE FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1): DATE TYPE PLANTING RATE AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE JUL 1- AUG 15 TALL FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE MILLET OR SORGHUM-SUDAN (BROWNTOP MILLET); 30 LBS/ACRE HYBRIDS*** (SORGHUM-SUDAN HYBRIDS) FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1): DATE TYPE PLANTING RATE MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA LESPEDEZA); AND USE THE FOLLOWING COMBINATIONS: MAR 1 - APR 15 ADD TALL FESCUE 120 LBS/ACRE MAR 1 - JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE MAR 1 - JUN 30 OR ADD HULLED COMMON 25 LBS/ACRE BERMUDAGRASS JUN 1 - SEPT 1 TALL FESCUE AND BROWNTOP 120 LBS/ACRE (TALL FESCUE); MULLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET); HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS) SEPT 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED - 70 LBS/ACRE (SERICEA LESPEDEZA); UNSCARIFIED) AND TALL FESCUE 120 LBS/ACRE (TALL FESCUE) NOV 1 - MAR 1 AND ABRUZZI RYE 25 LBS/ACRE CONSULT S&EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. *** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT. SCALE: 3 EC4.0 SEEDING SCHEDULE NTS EC5.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGIN E E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC5.0 EROSION CONTROL DETAILS III.DWGPLOTTED: 8/1/2022 10:26 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION EROSION CONTROL DETAILS III 1" = 60' SCALE: 3 EC5.0 STANDARD TEMPORARY SILT FENCE NTS FLOW TRENCH WITH NATIVE BACKFILL 24" MIN. 48" HIGH MAXSTEEL POST TRENCH WITH GRAVEL FLOW PONDING HT. RUNOFF GRAVEL (RECOMMENDED) FILTER FABRIC TO UPSTREAM SIDE OF POST. ATTACH SECURELY 4"x8" TRENCH WITH COMPACTED BACKFILL RUNOFF 24" MIN. 9" MAX. STORAGE HT. 8 FT MAX SPACING WITH 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE WIRE SUPPORT FENCE PONDING HT. FLOW 8" STEEL POST CONSTRUCTION SPECIFICATIONS 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62B. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120º F. 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC. 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. MAINTENANCE INSPECT SEDIMENT FENCES DAILY AND AFTER EACH RAINFALL EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 24" MAX. NOTE: DO NOT ATTACH FABRIC TO EXISTING TREES. ALTERNATE DETAILSTANDARD DETAIL FILTER FABRIC EXTRA STRENGTH NEEDED WITHOUT WIRE MESH SUPPORT DETAIL REFERENCE 6.62 NC ESCPDM SCALE: 2 EC5.0 HORSESHOE INLET PROTECTION NTS PERSPECTIVE VIEW SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE #5 WASHED STONE. 1'-0" THICK x 3'-0" HIGH MINIMUM RIP RAP HEADWALLINVERT PIPE CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW) AREAS TO BE DISTURBED (CUT, FILL, ETC.) SEDIMENT STORAGE FLOOD STORAGE ZONE PIPE INVERT RIP RAP HEADWALL NATURAL GROUND CLASS 1 RIP-RAP #5 WASHED STONEMAXIMUM SEDIMENT DEPTH (CLEAN OUT POINT) 4'-6' 9" MIN. EDGE OF PAVEMENT SHLD. DITCH CHECK TEMP. STONE SLO PEDITC H PAVEME N T NATURAL GROUND FLOW NATURAL GROUND SLOPE BACK 9" MIN. ISOMETRIC VIEW CROSS SECTION VEE DITCH CLASS 'B' RIP-RAP CROSS SECTION FOUNDATION. TRAPEZOIDAL DITCH CONSTRUCTION SPECIFICATIONS WHERE THE DAM ABUTS THE CHANNEL BANKS. ELEVATION VIEW BASE OF DITCH 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLANS ON A FILTER FABRIC 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL STRUCTURE). FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL. LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE 5. PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE DAM (PRACTICE 6.41, OUTLET STABILIZATION 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. 7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK (REFERENCE: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 6.83) OR #57 WASHED STONE 1' THICK NCDOT #5 2' MAX AT CENTER 9" MIN. CLASS 'B' RIP-RAP SCALE: 1 EC5.0 ROCK CHECK DAM NTS SCALE: 4 EC5.0 BLANKET ON CHANNELS NTS INSTALLATION OF EROSION CONTROL NOTES: 1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPS IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12"(30CM) OF RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. USE SHOREMAX MAT AT THE CHANNEL/CULVERT OUTLET AS SUPPLEMENTAL SCOUR PROTECTION AS NEEDED. ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12"(30CM) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECPS. 3.ROLL CENTER RECPS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECPS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. 4.PLACE CONSECUTIVE RECPS END-OVER-END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE RECPS. 5.FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6.ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5-12.5CM) (DEPENDING ON RECPS TYPE) AND STAPLED. 7.IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 -12M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4"(10CM) APART AND 4"(10CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 8.THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 2"-5" (5-12.5cm) 6 2 4 6" (15cm) 6" (15cm) 4"-6" (10-15cm) 8 6" (15cm) 5 7 4"(10cm) 3 1 A B C NOTES: *HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. **IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6"(15CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S. C CRITICAL POINTS A. OVERLAPS AND SEAMS B. PROJECTED WATER LINE C. CHANNEL BOTTOM/SIDE SLOPE VERTICES 4"(10cm) 6" B (15cm) A 3' FILTER FABRIC ON GROUND STEEL FENCE POST WIRE FENCE HARDWARE CLOTH FILTER OF #57 WASHED STONE BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH TOP OF SILT FENCE MUST BE AT LEAST 1' ABOVE THE TOP OF THE WASHED STONE SILT FENCE FRONT VIEW SECTION VIEW STEEL FENCE POST SET MAX 2' APART MIN. 18" INTO SOLID GROUND BURY WIRE FENCE, FILTER FABRIC, AND HARDWARE CLOTH IN TRENCH 4' MIN. NOTES: 1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING. SCALE: 5 EC5.0 STANDARD SILT FENCE OUTLET NTS BURY WIRE FENCE AND HARDWARE CLOTH SCALE: 6 EC5.0 STANDARD CONSTRUCTION ENTRANCE NTS 50' MIN.EXISTING PAVED ROADWAYA AGGREGATE 2"-3" COURSE MIN. 6" THICK DIVERSION RIDGE A20' RROADWAY EXISTING PAVED DIVERSION RIDGE GEOTEXTILE FABRIC CONSTRUCTION SPECIFICATIONS 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. MAINTENANCE MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT DAILY AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. SECTION A-A PLAN VIEW DETAIL REFERENCE 6.06 NC ESCPDM 20' EC6.0 E N GI N E ERI N G Curry 205 S. Fuquay Avenue Fuquay-Varina, NC 27526 (919) 552-0849 (919) 552-2043CURRY E NGINE E RSNOR TH CA R O L INAEST.1 0 NC LIC. NO. P-0799 T F Z:\PROJECTS FOLDER-ZEBULON\2021\2021-026 HAL LONG SUBDIVISION - HARNETT COUNTY\PLANS\CONSTRUCTION DRAWINGS\SHEET FILES\EC6.0 EROSION CONTROL DETAILS IV.DWGPLOTTED: 8/1/2022 10:26 AMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT CONSTRUCTION DRAWINGS MASON LANDING SUBDIVISION AUGUST 20, 2021 2021-026 RELEASED FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net 01 / 14 / 20221 NCDEQ COMMENT REVISION 01 / 26 / 20222 HRW COMMENT REVISION 02 / 01 / 20223 NCDOT COMMENT REVISION 02 / 25 / 20224 HRW COMMENT REVISION 03 / 09 / 20225 HRW COMMENT REVISION 03 / 25 / 20226 NCDEQ PWSS COMMENT REVISION 03 / 30 / 20227 RELEASED FOR CONSTRUCTION 07 / 08 / 20228 HARNETT PLANNING COMMENT REVISION EROSION CONTROL DETAILS IV 1" = 60'