Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink About2021-10-20 Retreat at North Main PreliminaryCivil Engineering: SCALE: 1" = 1000' VICINITY MAP RETREAT AT NORTH MAIN N The Curry Engineering Group, PLLC NC License # P-0799 PO Box 2018 205 S. Fuquay Ave Fuquay-Varina, NC 27526 919.552.0849 (o) 919.880.9857 (m) Contact: Don Curry, PE don@curryeng.com Developer: HARNETT COUNTY, NORTH CAROLINA MAJOR SUBDIVISION - PRELIMINARY PLAN HARNETT COUNTY SITE DRAWING INDEX C0.0 COVER SHEET C0.1 CIVIL NOTES C1.0 EXISTING CONDITIONS PLAN C2.0 MASTER DEVELOPMENT PLAN C2.1 PARTIAL SITE LAYOUT I C2.2 PARTIAL SITE LAYOUT II C2.3 PARTIAL SITE LAYOUT III C3.0 OFFSITE FORCE MAIN PLAN B O Y K I N R D .DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2021\2021-009 DAVIDSON HOMES - BUIES CREEK\PLANS\PRELIMINARY SUBDIVISION\SHEET FILES - SINGLE FAMILY\C0.0 COVER SHEET.DWGPLOTTED: 10/20/2021 3:13 PM24 x 36RETREAT AT NORTH MAINSEAL PRELIMINARY FOR REVIEW ONLY OCTOBER 20, 20212021-009MAIN ST.SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION (“HOA”), PROPERTY OWNERS ASSOCIATION (“POA”), CONDOMINIUM OWNER'S ASSOCIATION (“COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. SIDEWALK OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETT COUNTY/ DEPARTMENT OF PUBLIC UTILITIES/HARNETT REGIONAL WATER OR ITS REPRESENTATIVES, AGENTS, OR CONTRACTORS AS A RESULT OF REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE REPLACED OR REPAIRED BY THE HOME OWNERS ASSOCIATION (“HOA”), PROPERTY OWNERS ASSOCIATION (“POA”), CONDOMINIUM OWNER'S ASSOCIATION (“COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY OR WASTEWATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER AND WASTEWATER SYSTEM TO MEET FUTURE WATER AND WASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL. HARNETT COUNTY REQUIRED NOTE: Davidson Homes, LLC 117 Centrewest Ct. Cary, NC 27513 919-255-2602 (m) Contact: Kim Mulder kmulder@davidsonhomesllc.com CORNER LOT STANDARD LOT FRONT REARCORNER SIDESIDESIDEROW 70'90'20'10'10' 10'25'20' SCALE: 1 C0.0 LOT SETBACKS N.T.S TYPICAL BUILDING SUBMITTED TO HARNETT COUNTY: OCTOBER 20, 2021 MAIN ST.MITCHELL RD.GREG OR Y CI R. C0.0N.T.S.COVER SHEETNOT FOR CONSTRUCTION SCALE: 3 C0.0 TYPICAL STREET SECTION NTS CUL-DE-SAC 100' PROPOSED ROW 2.5' 79' BC-BC SLOPES VARIES TIE TO EXISTING 30" STANDARD CURB & GUTTER 10.5'10.5' TIE TO EXISTING30" STANDARD CURB & GUTTER 74' EOP-EOP COMPACTED SUBGRADE 8" CABC 2% 3:1 M A X . 3:1 MAX. 4.5'5' SIDEWALK 1' 2%3:1 MA X. 3:1 M A X . 4.5'5' SIDEWALK 1'2.5' LC RD. 50' PROPOSED ROW 12'2.5' 29' ROADWAY 12' 2%2% TIE TO EXISTING 2.5' 30" VALLEY CURB & GUTTER 10.5 10.5 TIE TO EXISTING 2.5" S9.5B 4.5'5' SIDEWALK 1' 2% 30" STANDARD CURB & GUTTER 2% 4.5'5' SIDEWALK 1' 8" CABCCOMPACTED SUBGRADE 3:1 MA X. 3:1 M A X . 3:1 M A X . 3:1 MAX. SCALE: 2 C0.0 TYPICAL STREET SECTION N.T.S MINOR RESIDENTIAL STREET REAR 20'FRONT 25'GOVERNING AGENCIES: UTILITY AGENCIES: PLANNING/ZONING/LANDSCAPE HARNETT COUNTY PLANNING DEPT. 108 E. FRONT STREET LILLINGTON, NC 27546 910.893.7525 OPT. 4 CONTACT: MR. LANDON CHANDLER EROSION CONTROL STORMWATER WATER & SEWER HARNETT COUNTY PUBLIC UTILITIES DEPT. 700 McKINNEY PARKWAY LILLINTON, NC 27546 910.893.7575 CONTACT: MR. SHANE CUMMINGS NCDENR-DWQ SEWER NCDENR DIVISION OF WATER RESOURCES FAYETTEVILLE REGIONAL OFFICE 225 GREEN STREET SUITE 714 FAYETTEVILLE, NC 28301 910.433.3300 NCDENR-PUBLIC WATER SUPPLY NCDENR DIVISION OF WATER RESOURCES RALEIGH REGIONAL OFFICE 512 N. SALISBURY STREET RALEIGH, NC 27604 919.707.9100 ENGINEERING HARNETT REGIONAL WATER 700 McKINNEY PARKWAY LILLINTON, NC 27546 910.893.7575 CONTACT: MR. JAY MEYERS NCDEQ DIVISION OF ENERGY, MINERAL & LAND RESOURCES RALEIGH REGIONAL OFFICE 512 N. SALISBURY STREET RALEIGH, NC 27604 919.807.6369 CONTACT: MR. JIM FARKAS NCDEQ DIVISION OF ENERGY, MINERAL & LAND RESOURCES FAYETTEVILLE REGIONAL OFFICE 225 GREEN STREET SUITE 714 FAYETTEVILLE, NC 28301 910.433.3300 NCDOT NC DEPT. OF TRANSPORTATION DIV. 6, DISTRICT 2 600 SOUTHERN AVENUE FAYETTEVILLE, NC 28302 910.364.0601 CONTACT: MR. RICHIE HINES180' 2.5" S9.5B DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2021\2021-009 DAVIDSON HOMES - BUIES CREEK\PLANS\PRELIMINARY SUBDIVISION\SHEET FILES - SINGLE FAMILY\C0.1 CIVIL NOTES.DWGPLOTTED: 10/20/2021 3:13 PM24 x 36RETREAT AT NORTH MAINSEAL PRELIMINARY FOR REVIEW ONLY OCTOBER 20, 20212021-0091.BOUNDARY & TOPOGRAPHY INFORMATION AS SHOWN ON THIS PRELIMINARY SUBDIVISION PACKAGE IS FROM HARNETT COUNTY GIS DATA AND SHOULD BE CONSIDERED PRELIMINARY. A FIELD-SURVEY BOUNDARY & TOPOGRAPHIC SURVEY IS UNDERWAY AND WILL BE UTILIZED FOR CONSTRUCTION DRAWINGS. 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. 5.THIS SITE IS LOCATED IN A FLOOD HAZARD ZONE 'X' PER FEMA MAPS 3720066000J AND 3720068000J, 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 COUNTY 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 TOWN AND 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 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 C0.1N.T.S.CIVIL NOTESNOT FOR CONSTRUCTION WTLD WTLD WTLD WTLD WTLD WTLDWTLDWTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWT L D W T L D W T L D WT L D W T L D WTLDmain st.60' R/Wmai n st. 6 0 ' R /W boykin rd. VARIABLE WIDTH R/W LINDA NEWTON YOUNG MICHAEL L YOUNG PIN: 0680-08-2617 D.B.3003, PG.674 ZONING: RA-30 BRYAN K BLINSON BETH M BLINSON PIN: 0670-98-9869 D.B.1801, PG.326 ZONING: RA-30 BRYAN K BLINSON BETH M BLINSON PIN: 0670-99-6018 D.B.1801, PG.326 ZONING: RA-30 HERBERT L SANDER BETTIE B SANDER PIN: 0680-09-2725 D.B.867, PG.240 ZONING: RA-30 AREA: 56.92 AC CHARLES H ENNIS BARBARA O ENNIS PIN: 0670-89-9822 D.B.2745, PG.8 ZONING: RA-30 CHARLES H ENNIS BARBARA O ENNIS PIN: 0671-90-4592 D.B.2141, PG.54 ZONING: RA-30 KATHY M CUNHA FABIANO CUNHA PIN: 0681-00-7185 D.B.3979, PG.889 ZONING: RA-30 WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxPP PP PPOHEOHEOHEOHEOHE OHEOHEOHEOHE OHE PP PP OHEOHEOHEOHEOHEOHEOHEPP 230 240 250 240 222 224 226 228 232 234 236 238 242 244 2 4 6 24 8 252 254 234 236 238 242 244 246 mitchell rd.EXISTING IRON PIPE (CONTROL POINT) CONCRETE MONUMENT SET EXISTING CONCRETE MONUMENT(CONTROL POINT) IRON STAKE SET (UNLESS OTHERWISE NOTED) 40 D NAIL EIS COMPUTED POINT ONLY PROPERTY BOUNDARY EASEMENT 500 YR FLOOD PLAIN 100 YR FLOOD PLAIN WTLD WETLANDS BOUNDARY RIPARIAN BUFFER OHE OVERHEAD POWER FLOODWAY FLD FW EXISTING IRON STAKE FLOOD HAZARD SOILS BOUNDARY MINOR CONTOUR MAJOR CONTOUR Wx EXISTING WATER SS x EXISTING SANITARY SEWER 350 SANITARY SEWER MANHOLE Cx u U/G TELECOMMUNICATIONS FO U/G FIBER DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2021\2021-009 DAVIDSON HOMES - BUIES CREEK\PLANS\PRELIMINARY SUBDIVISION\SHEET FILES - SINGLE FAMILY\C1.0 EXISTING CONDITIONS PLAN.DWGPLOTTED: 10/20/2021 3:14 PM24 x 36RETREAT AT NORTH MAINSEAL PRELIMINARY FOR REVIEW ONLY OCTOBER 20, 20212021-009GENERAL 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. THE BOUNDARY & ENVIRONMENTAL INFORMATION SHOWN REPRESENTS A SERIES OF FIELD SURVEYS. 3.TOPOGRAPHY SHOWN ON THIS PLAN IS PER NC ONE MAP GIS. 4.EXISTING WATER LINES SHOWN ON THIS PLAN FROM HARNETT COUNTY GIS. 5.THE ENGINEER UNDERSTANDS THE PRELIMINARY INFORMATION PROVIDED TO MEET THE FOLLOWING CRITERIA: ·THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD AFFECTING SAME. PROPERTY BOUNDARY SHOWN BASED PER MAPS AND DEEDS OF RECORD ONLY. ·NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE OF THIS SURVEY. ·THIS INFORMATION DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT BE PRESENT ON THIS SITE. 6.FLOOD HAZARD SOILS ARE NOT ANTICIPATED ON THIS PROPERTY PER HARNETT COUNTY GIS. N SCALE IN FEETSCALE IN FEET HORIZONTAL 80'160'040'80' SCALE: 1 IN = 80 FT C1.01" = 80'EXISTING CONDITIONS PLANNOT FOR CONSTRUCTION LEGEND: EXISTING PROPERTY LINE (SHOWN PER GIS) JURISDICTIONAL WETLANDS JURISDICTIONAL WETLANDS TREELI N E TREELINE CEMETERY EXISTING OVERHEAD POWER EXISTING 4" WATERLINE (SHOWN PER GIS) PROPOSED PROJECT AREA = 38.69 AC EXISTING OVERHEAD POWER WTLD WTLD WTLD WTLD WTLD WTLDWTLDWTLDWTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDW T L D W T L D W T L D WT LD W T L D WTLDmain st.60' R/Wmai n st. 6 0 ' R /W boykin rd. VARIABLE WIDTH R/W LINDA NEWTON YOUNG MICHAEL L YOUNG PIN: 0680-08-2617 D.B.3003, PG.674 ZONING: RA-30 BRYAN K BLINSON BETH M BLINSON PIN: 0670-98-9869 D.B.1801, PG.326 ZONING: RA-30 BRYAN K BLINSON BETH M BLINSON PIN: 0670-99-6018 D.B.1801, PG.326 ZONING: RA-30 CHARLES H ENNIS BARBARA O ENNIS PIN: 0670-89-9822 D.B.2745, PG.8 ZONING: RA-30 CHARLES H ENNIS BARBARA O ENNIS PIN: 0671-90-4592 D.B.2141, PG.54 ZONING: RA-30 KATHY M CUNHA FABIANO CUNHA PIN: 0681-00-7185 D.B.3979, PG.889 ZONING: RA-30 WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWxPP PP PP PP PPmitchell rd.OPEN SPACE 1.88 AC EXISTING CEMETERY / OPEN SPACE 0.69 AC OPEN SPACE 4.04 AC OPEN SPACE 5.61 AC CBU 19 18 17 16 15 14 13 55 47 54 46 53 45 52 44 51 43 50 56 49 48 30 29 28 34 27 33 32 31 20 12 6 5 4 11 3 10 2 9 1 8 7 24 23 22 21 26 25 38 3940 42 37 36 35 CBU 41 EM E RI T U S W A Y SCHOLARS LANE CHA N C E L L O R D RI V ECHARTER DR IVE GRADUATE ROAD TOWNES AT NORTH MAIN SHOWN FOR REFERENCE ONLY STORMWATER CONTROL MEASURE (SCM) PROPOSED PUMP STATION CLUSTER MAILBOX UNIT 75' PRIME VIEWS & VISTAS BUFFER 50' PRIME VIEWS & VISTAS BUFFER NO BUFFER REQUIREDNOT PART OF SUBDIVISION (2.80 AC) PROJECT AREA STORMWATER CONTROL MEASURE (SCM)DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2021\2021-009 DAVIDSON HOMES - BUIES CREEK\PLANS\PRELIMINARY SUBDIVISION\SHEET FILES - SINGLE FAMILY\C2.0 MASTER DEVELOPMENT PLAN.DWGPLOTTED: 10/20/2021 3:14 PM24 x 36RETREAT AT NORTH MAINSEAL PRELIMINARY FOR REVIEW ONLY OCTOBER 20, 20212021-009C2.01" = 80'MASTER DEVELOPMENT PLANNOT FOR CONSTRUCTION N SCALE IN FEETSCALE IN FEET HORIZONTAL 80'160'040'80' SCALE: 1 IN = 80 FT SITE INFORMATION CONVENTIONAL SUBDIVISION ZONING: COUNTY: LOCATION: PARENT PIN: PROPERTY BOUNDARY: HARNETT LAND CLASS:RURAL 56.92 AC LOT ACREAGE: SIDE YARD: FRONT YARD:25' 10' REAR YARD:20' MINIMUM BUILDING SETBACKS: SIDE YARD, CORNER LOT:20' IMPERVIOUS AREAS: ROADWAYS:2.55 AC SIDEWALKS: TOTAL ON-SITE IMPERVIOUS AREA: TOTAL ON-SITE IMPERVIOUS PERCENT:23.8% OPEN SPACE / AMENITY: 38.69 AC REQUIRED OPEN SPACE (30%):11.61 AC OPEN SPACE PROVIDED:12.23 AC (31.61%) PROJECT AREA: RA-30 MAIN STREET BUIES CREEK, NC 27546 0680-09-2725 0.88 AC 9.22 AC TOTAL NUMBER PROPOSED UNITS:56 LOTS (EST. 4,500 SF/ LOT):5.79 AC PROJECT AREA:38.69 AC UTILITY DEMANDS SEWAGE USAGE: WATER USAGE: 300 GPD/UNIT (56 UNITS x 300 GPD) = 16,800 GPD 400 GPD/UNIT (56 UNITS x 400 GPD) = 22,400 GPD MINIMUM PROPOSED LOT SIZE:12,600 SF MAXIMUM PROPOSED LOT SIZE:25,678 SF AVERAGE PROPOSED LOT SIZE:15,061 SF MINIMUM LOT WIDTH:70' MINIMUM ALLOWABLE LOT SIZE:12,500 SF (NOT TO SCALE) WAX MYRTLE (MYRICA CERIFERA) 24" HIGH @ PLANTING WILLOW OAK (QUERCUS PHELLOS) 2" CALIPER, 6' HIGH @ PLANTING STREETYARD BUFFER PLANTING 15' 50' MAX 7' 100' MIN. (WITHIN 50' & 75' PRIME VIEWS & VISTAS BUFFER) 2.80 AC (NOT IN SUBDVN.) 54.12 AC (REVISED BNDY.) WTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDboykin rd. VARIABLE WIDTH R/W CHARLES H ENNIS BARBARA O ENNIS PIN: 0671-90-4592 D.B.2141, PG.54 ZONING: RA-30 PPPPPP19 18 17 16 15 14 13 47 54 53 52 51 50 49 48 28 27 20 12 6 11 10 9 8 7 24 23 22 21 26 25 LOT 20,116 SQFT. 0.46 AC. LOT 16,118 SQFT. 0.37 AC. LOT 17,500 SQFT. 0.40 AC. LOT 15,758 SQFT. 0.36 AC. LOT 21,253 SQFT. 0.49 AC. LOT 16,630 SQFT. 0.38 AC. LOT 14,211 SQFT. 0.33 AC. LOT 12,916 SQFT. 0.30 AC. LOT 12,675 SQFT. 0.29 AC. LOT 12,765 SQFT. 0.29 AC. LOT 12,855 SQFT. 0.30 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 14,760 SQFT. 0.34 AC. LOT 12,609 SQFT. 0.29 AC. LOT 12,606 SQFT. 0.29 AC. LOT 12,604 SQFT. 0.29 AC. LOT 14,518 SQFT. 0.33 AC. LOT 13,524 SQFT. 0.31 AC. LOT 13,518 SQFT. 0.31 AC. LOT 16,184 SQFT. 0.37 AC. LOT 16,189 SQFT. 0.37 AC. LOT 12,600 SQFT. 0.29 AC. LOT 16,118 SQFT. 0.37 AC. LOT 16,200 SQFT. 0.37 AC. LOT 16,200 SQFT. 0.37 AC. LOT 16,118 SQFT. 0.37 AC. LOT LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC.10+0011+0012+0013+0014+001 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 7 + 1 4 10+0011+0012+0013+0014+0014+10 7 0 . 0 0 ' 7 0 . 0 0 '180.43'7 0 . 0 0 '181.72'7 0 . 0 0 '183.00'7 0 . 0 1 ' 7 0 . 0 0 '184.29'7 0 . 0 1 ' 5 5 . 4 4 '16.44 '179.04'7 0 . 0 1 '61.25 '176.37'1 1 6 . 2 9 ' 41.17'161.00'174.23'2. 1 2 '41.18'146. 3 3 '42.51'76.88'118.94'46.58'156.42'70.00'70.00'27.49'54. 4 9 ' 17.0 8 ' 1 5 . 9 4 '30.63'160.50'9 0 . 0 0 '160.50'30.63' 7 0 . 5 0 '180.00'1 0 . 1 4 '135.82 '25.46'180.00'70.00'180.00'70.00'180.00'70.00'180.00'56.09'15.91'15.26'178.96'15.26'18.80'37.60'180.04'73.11'23.81'16.02' 42.58' 44.27' 80.94'70.00'180.07'70.00'70.00'180.11'70.00'70.00'180.14'70.00'43.96'22.89'181.94'83.14'61.55' 205.25'110.47'61.5 5 ' 181.8 6' 1 1 0 . 4 8 ' 2 2 . 9 4 ' 4 3 . 9 1 '180.00'8 3 . 1 6 ' 7 0 . 0 0 '180.00'7 0 . 0 0 '90.00'90.00'7 0 . 0 0 ' 1 6 0 . 5 0 '30.63'70.50'1 8 0 . 0 0 '90.00'1 8 0 . 0 0 '90.00'1 8 0 . 0 0 '90.00'70.50'30.63' 1 6 0 . 5 0 '90.00'7 0 . 0 0 '180.00'7 0 . 0 0 '180.00'7 0 . 0 0 '180.00'34.06'1 8 . 7 4 'L4L5C3C4L 8L9 OPEN SPACE 1.88 AC OPEN SPACE 4.04 ACSCHOLARS LANEEM E RI T U S W A Y CHARTER DR IVE FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFM FM FM FM FM FM FM F M W W W W W WMATCHLINE 50' ROW 29' BC/BC 29' BC/BC 50' ROW 29' BC/BC 50' ROW PROPOSED 12" PVC WATER MAIN PROPOSED 4" FORCE MAIN PROPOSED 8" PVC SS MAIN PROPOSED 12" PVC WATER MAIN PROPOSED 8" PVC SS MAIN PROPOSED 12" PVC WATER MAIN PROPOSED 8" PVC SS MAIN FHA FHA FHA FHA FHA FHA EXISTING 65' ROW 50' PRIME VIEWS & VISTAS BUFFER 75' PRIME VIEWS & VISTAS BUFFER REDUCER WITH 2" BLOW-OFF ASSEMBLYR1-1 R1-1 R1-1 STREET LIGHT, TYP. 12"x12"x12" TEE W/ TB (3) 12" GV 12"x12"x12" TEE W/ TB (3) 12" GV 12"x12"x12" TEE W/ TB (3) 12" GV STREET TREE, TYP. W x W xPPFM FM FM F M F M F M FM FM FM FMWW W W WMATCHLINE CBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE SCM LIMITS VALLEY CURB & GUTTER STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT FENCE ASPHALT PAVEMENT CONCRETE SIDEWALK WATER LINE SANITARY SEWER LINE STORM DRAIN LINE W SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION RISER STRUCTURE YARD INLET CATCH BASIN OPEN THROAT YARD INLET BACKFLOW PREVENTER DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2021\2021-009 DAVIDSON HOMES - BUIES CREEK\PLANS\PRELIMINARY SUBDIVISION\SHEET FILES - SINGLE FAMILY\C2.1 PARTIAL SITE LAYOUT I.DWGPLOTTED: 10/20/2021 3:15 PM24 x 36RETREAT AT NORTH MAINSEAL PRELIMINARY FOR REVIEW ONLY OCTOBER 20, 20212021-009C2.11" = 40'PARTIAL SITE LAYOUT INOT FOR CONSTRUCTION N 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 SCALE: 1 C2.1 GREGORY CIR. & BOYKIN RD. 1" = 40' WATER CONNECTION ATBOYKIN RD. G R E G O R Y C IR .MAI N ST. WATER CONNECTION TO EXISTING 6" WATER MAIN PROPOSED 12" PVC WATER MAIN PROPOSED FORCE MAIN LEGEND: GENERAL NOTES: 1.ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT 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. 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. 19.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. 20.ALL WATER MAINS SHALL BE PUBLIC UTILITIES. 21.CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 22.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY. 23.WATER MAINS SHALL BE CLASS 150 C900 PVC I.A.W. AWWA C900 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. 24.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE. MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES. 25.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. 26.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC. 27.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS. 28.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH TRACER WIRE PER HARNETT COUNTY STANDARDS. 29.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. 30.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS. 31.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND. 32.ALL UTILITIES, INCLUDING FIRE HYDRANTS, INSTALLED OUTSIDE OF THE PROPOSED ROW MUST BE IN A PUBLIC UTILITY EASEMENT. WTLDWTLDmai n st. 6 0 ' R /W 15 14 13 55 47 54 46 53 45 52 44 51 43 50 56 49 48 30 29 33 32 31 6 5 4 3 2 9 1 8 7 LOT 16,118 SQFT. 0.37 AC. LOT 17,500 SQFT. 0.40 AC. LOT 15,758 SQFT. 0.36 AC. LOT 12,916 SQFT. 0.30 AC. LOT 12,675 SQFT. 0.29 AC. LOT 12,616 SQFT. 0.29 AC. LOT 12,655 SQFT. 0.29 AC. LOT 12,703 SQFT. 0.29 AC. LOT 12,750 SQFT. 0.29 AC. LOT 16,381 SQFT. 0.38 AC. LOT 12,765 SQFT. 0.29 AC. LOT 12,855 SQFT. 0.30 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 16,118 SQFT. 0.37 AC. LOT 16,142 SQFT. 0.37 AC. LOT 16,200 SQFT. 0.37 AC. LOT 16,200 SQFT. 0.37 AC. LOT 16,118 SQFT. 0.37 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 16,118 SQFT. 0.37 AC. LOT 10+00 11+0012+00 13+0014+0015+0016+00 17+00 17+05 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 23+001 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 7 + 1 4 11+0012+00 13+0014+00 14+10 160.00'30.63' 7 0 . 5 0 '182.49'8 9 . 6 2 '3.89'7 0 . 0 0 '181.81'7 0 . 0 0 ' 7 0 . 0 0 '181.13'7 0 . 0 0 ' 7 0 . 0 0 '180.45'7 0 . 0 0 ' 7 0 . 0 0 '180.43'2 3 . 4 4 ' 4 6 . 5 7 ' 7 0 . 0 0 '181.72'7 0 . 0 1 ' 7 0 . 0 0 '183.00'7 0 . 0 1 ' 7 0 . 0 0 '184.29'7 0 . 0 1 ' 5 5 . 4 4 '16.44 '179.04'61.25 '41.18'46.58'156.42'70.00'70.00'54. 4 9 ' 17.0 8 ' 1 5 . 9 4 '30.63'160.50'9 0 . 0 0 '160.50'30.63'180.00'7 0 . 0 0 '180.00'7 0 . 0 0 '180.00'7 0 . 0 0 '180.00'7 0 . 0 0 ' 7 0 . 0 0 '180.00'1 1 . 6 4 ' 8. 3 6 ' 5 0 . 0 0 ' 7 0 . 0 0 '180.00'1 1 . 6 4 ' 5 8 . 3 6 ' 5 8 . 3 6 '180.70'166. 7 5 '135.81'29.92' 30.30' 3 2 . 8 9 ' 3 3 . 2 2 '180.00'9 0 . 0 0 ' 7 0 . 0 0 '180.00'7 0 . 0 0 ' 7 0 . 0 0 '180.00'7 0 . 0 0 ' 7 0 . 0 0 '180.00'7 0 . 0 0 ' 7 0 . 0 0 '90.00'90.00'7 0 . 0 0 ' 1 6 0 . 5 0 '30.63'70.50'1 8 0 . 0 0 '90.00'1 8 0 . 0 0 '90.00'1 8 0 . 0 0 '90.00'70.50'30.63' 1 6 0 . 5 0 '90.00'7 0 . 0 0 '180.00'7 0 . 0 0 '180.00'7 0 . 0 0 '180.00'7 0 . 0 0 '180.00'160.50'7 0 . 5 0 '30.63'34.06'1 8 . 7 4 'L1L2L3 C1C2 L 6 C5L 8L9 EXISTING CEMETERY / OPEN SPACE 0.69 AC EM E RI T U S W A Y CHARTER DR IVE SCHOLARS LANE CHA N C E L L O R D RI V E TOWNES AT NORTH MAIN SHOWN FOR REFERENCE ONLY FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMW W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W SSSS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWW29' BC/BC 50' ROW 29' BC/BC 50' ROW PROPOSED 12" PVC WATER MAIN PROPOSED 8" PVC SS MAIN PROPOSED 12" PVC WATER MAIN PROPOSED 8" PVC SS MAIN FHA FHA 29' BC/BC 50' ROW PROPOSED 12" PVC WATER MAIN PROPOSED 8" PVC SS MAIN 29' BC/BC 50' ROW PROPOSED 12" PVC WATER MAIN PROPOSED 8" PVC SS MAIN PROPOSED 4" FORCE MAIN FHA FHA FHA FHA 75' PRIME VIEWS & VISTAS BUFFER STREET LIGHT, TYP. R1-1 R1-1 R1-1 R1-1 R1-1 REDUCER WITH 2" BLOW-OFF ASSEMBLY 12"x12"x12" TEE W/ TB (3) 12" GV 12"x12"x12" TEE W/ TB (3) 12" GV 12"x12"x12" TEE W/ TB (3) 12" GV 12"x12"x12" TEE W/ TB (3) 12" GV STREET TREE, TYP. CBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE SCM LIMITS VALLEY CURB & GUTTER STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT FENCE CBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE SCM LIMITS VALLEY CURB & GUTTER STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT FENCE ASPHALT PAVEMENT CONCRETE SIDEWALK WATER LINE SANITARY SEWER LINE STORM DRAIN LINE W SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION RISER STRUCTURE YARD INLET CATCH BASIN OPEN THROAT YARD INLET BACKFLOW PREVENTER LINE TABLE NAME L4 L5 L6 L7 ROADWAY SCHOLARS LANE SCHOLARS LANE SCHOLARS LANE SCHOLARS LANE LENGTH 65.26' 291.56' 643.37' 261.39' DIRECTION S42°20'56"W S39°02'03"W S1°04'26"W S40°13'10"W BEGIN STATION 10+00.00 10+82.61 15+26.55 23+27.06 END STATION 10+65.26 13+74.17 21+69.92 25+88.45 LINE TABLE NAME L1 L2 L3 ROADWAY CHANCELLOR DRIVE CHANCELLOR DRIVE CHANCELLOR DRIVE LENGTH 77.15' 544.35' 12.05' DIRECTION N89°28'55"W N88°55'34"W N71°44'33"W BEGIN STATION 10+00.00 10+80.06 16+93.39 END STATION 10+77.15 16+24.41 17+05.44 LINE TABLE NAME L8 ROADWAY CHARTER DRIVE LENGTH 713.82' DIRECTION N1°04'26"E BEGIN STATION 10+00.00 END STATION 17+13.82 CURVE TABLE NAME C1 C2 ROADWAY CHANCELLOR DRIVE CHANCELLOR DRIVE RADIUS 300.00' 230.00' ARC LENGTH 2.91' 68.98' CHORD LENGTH 2.91' 68.72' CHORD DIRECTION N89°12'14"W N80°20'04"W BEGIN STATION 10+77.15 16+24.41 END STATION 10+80.06 16+93.39 CURVE TABLE NAME C3 C4 C5 ROADWAY SCHOLARS LANE SCHOLARS LANE SCHOLARS LANE RADIUS 300.00' 230.00' 230.00' ARC LENGTH 17.36' 152.38' 157.14' CHORD LENGTH 17.35' 149.61' 154.10' CHORD DIRECTION S40°41'29"W S20°03'14"W S20°38'48"W BEGIN STATION 10+65.26 13+74.17 21+69.92 END STATION 10+82.61 15+26.55 23+27.06 CURVE TABLE NAME C6 ROADWAY GRADUATE ROAD RADIUS 230.00' ARC LENGTH 204.14' CHORD LENGTH 197.51' CHORD DIRECTION S24°21'12"E BEGIN STATION 11+95.91 END STATION 14+00.05 LINE TABLE NAME L10 L11 ROADWAY GRADUATE ROAD GRADUATE ROAD LENGTH 195.91' 983.52' DIRECTION S1°04'26"W S49°46'50"E BEGIN STATION 10+00.00 14+00.05 END STATION 11+95.91 23+83.57 LINE TABLE NAME L9 ROADWAY EMERITUS WAY LENGTH 410.00' DIRECTION S88°55'34"E BEGIN STATION 10+00.00 END STATION 14+10.00 DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2021\2021-009 DAVIDSON HOMES - BUIES CREEK\PLANS\PRELIMINARY SUBDIVISION\SHEET FILES - SINGLE FAMILY\C2.2 PARTIAL SITE LAYOUT II.DWGPLOTTED: 10/20/2021 3:16 PM24 x 36RETREAT AT NORTH MAINSEAL PRELIMINARY FOR REVIEW ONLY OCTOBER 20, 20212021-009C2.21" = 40'PARTIAL SITE LAYOUT IINOT FOR CONSTRUCTION N 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 LEGEND: GENERAL NOTES: 1.ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT 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. 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. 19.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. 20.ALL WATER MAINS SHALL BE PUBLIC UTILITIES. 21.CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 22.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY. 23.WATER MAINS SHALL BE CLASS 150 C900 PVC I.A.W. AWWA C900 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. 24.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE. MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES. 25.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. 26.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC. 27.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS. 28.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH TRACER WIRE PER HARNETT COUNTY STANDARDS. 29.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. 30.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS. 31.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND. 32.ALL UTILITIES, INCLUDING FIRE HYDRANTS, INSTALLED OUTSIDE OF THE PROPOSED ROW MUST BE IN A PUBLIC UTILITY EASEMENT. EXISTING CEMETERY / OPEN SPACE 0.69 AC OPEN SPACE 4.04 AC WTLD WTLD WTLD WTLD WTLD WTLD WTLD WTLD WTLD WTLD WTLD WTLD WTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDCHARLES H ENNIS BARBARA O ENNIS PIN: 0670-89-9822 D.B.2745, PG.8 ZONING: RA-30 CHARLES H ENNIS BARBARA O ENNIS PIN: 0671-90-4592 D.B.2141, PG.54 ZONING: RA-30 47 54 46 45 44 43 30 29 34 33 32 31 LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 16,118 SQFT. 0.37 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 12,600 SQFT. 0.29 AC. LOT 16,142 SQFT. 0.37 AC. LOT 12,600 SQFT. 0.29 AC. 38 39 40 42 LOT 13,775 SQFT. 0.32 AC. LOT 19,776 SQFT. 0.45 AC. LOT 20,754 SQFT. 0.48 AC. LOT 20,754 SQFT. 0.48 AC. 37 36 35 LOT 14,350 SQFT. 0.33 AC. LOT 25,678 SQFT. 0.59 AC. LOT 14,023 SQFT. 0.32 AC. SCM #2 1.42 AC 16+00 17+00 17+05 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 23+0024+0025+0025+8810 + 0 0 1 1 + 0 0 12 + 0 0 13+0 0 14+00 15+00 16+00 CBU 7 0 . 0 0 '180.00'7 0 . 0 0 '180.00'7 0 . 0 0 '180.00'7 0 . 0 0 ' 7 0 . 0 0 '180.00'7 0 . 0 0 ' 7 0 . 0 0 '180.00'1 1 . 6 4 ' 8. 3 6 ' 5 0 . 0 0 ' 7 0 . 0 0 '180.00'1 1 . 6 4 ' 5 8 . 3 6 '160.50'30.63'70.50'180.00'90.00' 57.22'12.79'220.31'80. 9 7 ' 4 7 . 5 5 '205.00'2 7 . 3 0 ' 169. 1 6 ' 7 0 . 0 0 '205.00'5 8 . 3 6 '35.40'180.70'2 4 . 9 7 '17.08 ' 44. 6 5 '180.00'166. 7 5 ' 41.18' 1 8 0 . 0 0 ' 189.42'41.18'180.00'136.12'41.18 '180.00'189.42 '135.81'29.92' 30.30' 3 2 . 8 9 ' 3 3 . 2 2 '180.00'9 0 . 0 0 ' 7 0 . 0 0 '180.00'7 0 . 0 0 ' 7 0 . 0 0 '180.00'7 0 . 0 0 ' 7 0 . 0 0 '180.00'7 0 . 0 0 ' 7 0 . 0 0 '90.00'1 6 0 . 5 0 '180.00'180.00'PUMP STATION 0.19 AC L3 C2 L 6 L7C5L 1 0 C6 41 LOT 20,753 SQFT. 0.48 AC. SCM #1 0.98 AC SCHOLARS LANE CH A N C E L L O R D RI V E GRADUATE ROAD TOWNES AT NORTH MAIN SHOWN FOR REFERENCE ONLY FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMW W WWWWWWWWWWWWWWWWWW W W W W W W SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEEEFMFMSSESS 29' BC/BC 50' ROW PROPOSED 12" PVC WATER MAIN PROPOSED 8" PVC SS MAIN PROPOSED 4" FORCE MAIN PROPOSED 12" PVC WATER MAIN PROPOSED 8" PVC SS MAIN PROPOSED 4" FORCE MAIN PROPOSED PUMP STATION 24' 9' 29' BC/BC 50' ROW R1-1 R1-1 R1-1 FHA FHA FHA FHA STREET LIGHT, TYP. 18' END OF ROAD MARKERS 12"x12"x12" TEE W/ TB (3) 12" GV REDUCER WITH 2" BLOW-OFF ASSEMBLY SS CAP/PLUG 12"x12"x12" TEE W/ TB (3) 12" GV STREET TREE, TYP. CBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE SCM LIMITS VALLEY CURB & GUTTER STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT FENCE CBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE SCM LIMITS VALLEY CURB & GUTTER STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT FENCE ASPHALT PAVEMENT CONCRETE SIDEWALK WATER LINE SANITARY SEWER LINE STORM DRAIN LINE W SS FIRE HYDRANT ASSEMBLY GATE VALVE TEE THRUST (REACTION) BLOCKING BLOW OFF VALVE WATER METER / SERVICE SANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION RISER STRUCTURE YARD INLET CATCH BASIN OPEN THROAT YARD INLET BACKFLOW PREVENTER DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2021\2021-009 DAVIDSON HOMES - BUIES CREEK\PLANS\PRELIMINARY SUBDIVISION\SHEET FILES - SINGLE FAMILY\C2.3 PARTIAL SITE LAYOUT III.DWGPLOTTED: 10/20/2021 3:17 PM24 x 36RETREAT AT NORTH MAINSEAL PRELIMINARY FOR REVIEW ONLY OCTOBER 20, 20212021-009C2.31" = 40'PARTIAL SITE LAYOUT IIINOT FOR CONSTRUCTION N 40'80' SCALE IN FEET 20'40' SCALE: 1 IN = 40 FT SCALE IN FEET HORIZONTAL 0 LEGEND: GENERAL NOTES: 1.ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT 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. 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. 19.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. 20.ALL WATER MAINS SHALL BE PUBLIC UTILITIES. 21.CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 22.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY. 23.WATER MAINS SHALL BE CLASS 150 C900 PVC I.A.W. AWWA C900 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. 24.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE. MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES. 25.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. 26.ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC. 27.WHEN A NON-GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON-GRAVITY UTILITY MUST BE ADJUSTED TO MEET SEPARATION REQUIREMENTS. 28.ALL NON-METALLIC PIPING MUST BE INSTALLED WITH TRACER WIRE PER HARNETT COUNTY STANDARDS. 29.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. 30.ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED BUFFERS. 31.ALL ELECTRICAL THROUGHOUT THE SUBDIVISION SHALL BE UNDERGROUND. 32.ALL UTILITIES, INCLUDING FIRE HYDRANTS, INSTALLED OUTSIDE OF THE PROPOSED ROW MUST BE IN A PUBLIC UTILITY EASEMENT. CBU CBU ROADWAY CENTER LINELOT LINE RIGHT OF WAY LINESETBACK LINESCM LIMITS VALLEY CURB & GUTTERSTANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT FENCE m a in st.60' R/Wmain st.60' R/Wbo y ki n r d. V A R I A B L E W I D T H R / W LIND A N E W T O N Y O U N G MICH A E L L Y O U N G PIN: 0 6 8 0 - 0 8 - 2 6 1 7 D.B.3 0 0 3 , P G . 6 7 4 ZON I N G : R A - 3 0 BRY A N K B L I N S O N BET H M B L I N S O N PIN: 0 6 7 0 - 9 8 - 9 8 6 9 D.B. 1 8 0 1 , P G . 3 2 6 ZONI N G : R A - 3 0 BRYA N K B L I N S O N BET H M B L I N S O N PIN: 0 6 7 0 - 9 9 - 6 0 1 8 D.B. 1 8 0 1 , P G . 3 2 6 ZONI N G : R A - 3 0 CHA R L E S H E N N I S BAR B A R A O E N N I S PIN: 0 6 7 0 - 8 9 - 9 8 2 2 D.B. 2 7 4 5 , P G . 8 ZON I N G : R A - 3 0 CH A R L E S H E N N I S BARB A R A O E N N I S PIN: 0 6 7 1 - 9 0 - 4 5 9 2 D.B.2 1 4 1 , P G . 5 4 ZONI N G : R A - 3 0 KAT H Y M C U N H A FABI A N O C U N H A PIN: 0 6 8 1 - 0 0 - 7 1 8 5 D.B. 3 9 7 9 , P G . 8 8 9 ZONI N G : R A - 3 0 WxWxWxWxWxWxWxW xWx WxPP PP PP PP PP PP PP Wxm itchellrd .CBU ROADWAY CENTER LINELOT LINE RIGHT OF WAY LINESETBACK LINESCM LIMITS VALLEY CURB & GUTTERSTANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT FENCE CBU WATER LINESANITARY SEWER LINE STORM DRAIN LINE FIRE HYDRANT ASSEMBLY GATE VALVE TEETHRUST (REACTION) BLOCKINGBLOW OFF VALVE WATER METER / SERVICESANITARY CLEANOUT / SERVICE SANITARY MANHOLE FLARED END SECTION RISER STRUCTURE YARD INLETCATCH BASIN OPEN THROAT YARD INLET BACKFLOW PREVENTERFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M FM FMFMFMFMFMFMFMWWWW WWW WW SS SSSS SSSSSS SSSSSSSSSSFMFM W WWWWWDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSENGINEERINGCurry205 S. Fuquay AvenueFuquay-Varina, NC 27526T (919) 552-0849F (919) 552-2043CURRY ENGINEE R S N O R TH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2021\2021-009 DAVIDSON HOMES - BUIES CREEK\PLANS\PRELIMINARY SUBDIVISION\SHEET FILES - SINGLE FAMILY\C3.0 OFFSITE FORCE MAIN PLAN.DWGPLOTTED: 10/20/2021 3:17 PM24 x 36RETREAT AT NORTH MAINSEAL PRELIMINARY FOR REVIEW ONLY OCTOBER 20, 20212021-009C3.01" = 200'OFFSITE FORCE MAIN PLANNOT FOR CONSTRUCTION N 200'400' SCALE IN FEET 100'200' SCALE: 1 IN = 200 FT HORIZONTAL 0 EXISTING HARNETT COUNTY SEWER LIFT STATION #8 TO BE UPGRADED RETREAT AT NORTH MAIN TOWNES AT NORTH MAIN PROPOSED 4" FORCE MAIN PROPOSED RETREAT AT NORTH MAIN PUMP STATION G R E G O R Y C I R . FORCE MAIN TO BE INSTALLED INSIDE PUBLIC RIGHT-OF-WAY IN ROADWAY GRASS SHOULDER NUTT PROPERTY - FUTURE TOWNHOME DEVELOPMENT - FORCE MAIN TO CONNECT TO GRAVITY SEWER MANHOLE