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HomeMy WebLinkAbout2021-06-30 Mason Landing Prelim PlansCivil 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:HARNETT COUNTY, NORTH CAROLINAMAJOR SUBDIVISION - PRELIMINARY PLANHARNETT COUNTYSITEGOVERNING AGENCIES:UTILITY AGENCIES:PLANNING/ZONING/LANDSCAPEHARNETT COUNTYPLANNING DEPT.108 E. FRONT STREETLILLINGTON, NC 27546910.893.7525 OPT. 4CONTACT: MR. LANDON CHANDLEREROSION CONTROLSTORMWATERWATER & SEWERHARNETT COUNTY PUBLICUTILITIES DEPT.700 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 COUNTY PUBLICUTILITIES DEPT.700 McKINNEY PARKWAYLILLINTON, NC 27546910.893.7575CONTACT: MR. SHANE CUMMINGSCOVER SHEETC-00N.T.SDRAWING INDEXSheet NumberSheet TitleC-00COVER SHEETC-01CIVIL NOTESC-02EXISTING CONDITIONS PLANC-03OVERALL SUBDIVISION LAYOUTCORNER LOTSTANDARD LOT10'25'25'10'10'20'35'35'FRONTFRONTREARREARCORNER SIDE SIDE SIDESCALE:2C-00TYPICAL BUILDING SETBACKSNTSRESIDENTIAL RA-30PROSPECT CHURCH RD (SR 2009)NCDEQ DIVISION OF ENERGY, MINERAL & LANDRESOURCESRALEIGH REGIONAL OFFICE512 N. SALISBURY STREETRALEIGH, NC 27604919.807.6369CONTACT: MR. ROBERT PATTERSON, PENCDEQ DIVISION OF ENERGY, MINERAL & LANDRESOURCESFAYETTEVILLE REGIONAL OFFICE225 GREEN STREETSUITE 714FAYETTEVILLE, NC 28301910.433.3300ENGINEERINGCurry205 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\PRELIMINARY SUBDIVISION\SHEET FILES\C-00 COVER SHEET.DWGPLOTTED: 6/29/2021 7:17 PM PROFESSIONAL'S SEALDATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONS 24 x 36STATUSCONSULTANTCLIENTPRELIMINARY SUBDIVISIONMASON LANDING SUBDIVISIONJUNE 30, 20212021-026FOR REVIEW ONLYNOT FOR CONSTRUCTIONLong Land Development, LLC9404 Northfield Ct.Raleigh, NC 27603919-810-6151 (m)Contact: Hal Longhallong@att.netPRELIMINARYDO NOT USE FORCONSTRUCTIONNC 55NCDOTNC DEPT. OF TRANSPORTATIONDIV. 6, DISTRICT 2600 SOUTHERN AVENUEFAYETTEVILLE, NC 28302910.364.0601CONTACT: MR. RICHIE HINESOWNER'S CONSENT FORMSIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE HOME OWNERSASSOCIATION (“HOA”), PROPERTY OWNERS ASSOCIATION (“POA”), CONDOMINIUMOWNER'S ASSOCIATION (“COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FORTHE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY.SIDEWALK OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/ORREMOVED BY HARNETT COUNTY/ DEPARTMENT OF PUBLIC UTILITIES/HARNETTREGIONAL WATER OR ITS REPRESENTATIVES, AGENTS, OR CONTRACTORS AS ARESULT OF REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINEWILL BE REPLACED OR REPAIRED BY THE HOME OWNERS ASSOCIATION (“HOA”),PROPERTY OWNERS ASSOCIATION (“POA”), CONDOMINIUM OWNER'SASSOCIATION (“COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THEMAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY.APPROVAL 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 THEEXISTING WATER AND WASTEWATER SYSTEM TO MEET FUTURE WATER ANDWASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLANAND/OR FINAL PLAT APPROVAL.HARNETT COUNTY REQUIRED NOTE:SCALE:1C-00TYPICAL STREET SECTIONNTSRESIDENTIAL COLLECTORCOMPACTEDSUBGRADE3:13:1TIE TO EXISTING3:13:1CABC BASE50' PUBLIC RIGHT OF WAY20' PAVEMENT10' LANE10' LANE5'SHOULDER8'SWALE2:1 2%2%1"/FT1"/FT2:12:11.25'1.25'20"20"5'SHOULDER8'SWALELC RD.1" SF9.5A1.5" S9.5B2:1Long Land Development, LLC9404 Northfield Ct.Raleigh, NC 27603919-810-6151 (m)Contact: Hal Longhallong@att.net C-01 E N GI N E E RI 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\PRELIMINARY SUBDIVISION\SHEET FILES\C-01 CIVIL NOTES.DWGPLOTTED: 6/29/2021 7:17 PMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT PRELIMINARY SUBDIVISION MASON LANDING SUBDIVISION JUNE 30, 2021 2021-026 FOR REVIEW ONLY NOT FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net PRELIMINARY DO NOT USE FOR CONSTRUCTION CIVIL NOTES 1.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 2012 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. 4.ALL RIGHT OF WAYS SHALL BE PUBLIC. 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 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 LONG LAND DEVELOP MENT , L LCD.B. 3 97 2 , PG . 0 051PIN: 1 50 8 -0 8-2 74 2 ZONI NG : R A- 30AREA: 10 .0 3 A C LONG LAND DEV EL OPMENT , L LC D.B. 3 97 2 , PG . 0 05 1PIN: 1 50 8 -0 8-101 6 ZONI NG : R A- 30AREA: 10 .0 3 ACWWWW WW WW WWW WW WW WW220 218 218216214212220 220LINWOOD M. & DIANNE A. COUNCIL PIN: 0598-98-7508 ZONING: RA-30 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 ACEDWARD S. TURLINGTON DAVIS BRYANT WOODALL JR & LINDA KAY WOODALL CAPPS PIN: 0598-87-9801 ZONING: RA-20M EDWARD S. TURLINGTON PIN: 1508-07-9873 ZONING: RA-30/COMM EDWARD S. TURLINGTON PIN: 1508-08-7423 ZONING: RA-30/COMM EDWARD S. TURLINGTON PIN: 1508-08-6202 ZONING: COMM EDWARD S. TURLINGTON PIN: 1509-00-0025 ZONING: RA-30/COMM W W W W W W W W W W W W W W C-02 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\PRELIMINARY SUBDIVISION\SHEET FILES\C-02 EXISTING CONDITIONS PLAN.DWGPLOTTED: 6/29/2021 7:17 PMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT PRELIMINARY SUBDIVISION MASON LANDING SUBDIVISION JUNE 30, 2021 2021-026 FOR REVIEW ONLY NOT FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net PRELIMINARY DO NOT USE FOR CONSTRUCTION EXISTING CONDITIONS PLAN SCALE: 1" = 1000' VICINITY MAP N 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. 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.NSCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 EXISTING 12" WATER MAIN (LOCATION TO BE VERIFIED) EXISTING EOP PROSPECT CHURCH RD.SR 1900 ( 60' +- PUBLIC R/W )SITE PRO S P E C T C H U R C H R D ( S R 2 0 0 9 )NC 55NC 55 ( 60' +- PUBLIC R/W ) EDWARD S. TURLINGTON PIN: 1509-00-0025 ZONING: RA-30/COMM EXISTING 8" SANITARY SEWER MAIN (LOCATION TO BE VERIFIED) EXISTING FIRE HYDRANT ASSEMBLY CBU ROADWAY CENTER LINE RIGHT OF WAY LINE LOT LINE SETBACK LINE SIGN STREET LIGHT CLUSTER MAILBOX UNIT EASEMENT FENCE BUFFER ASPHALT PAVEMENT WATER MAIN SEWER MAIN FIRE HYDRANT WATER VALVE SEWER MANHOLE W 252.24'248.00'248.00'248.00'248.00'248.00'248.00'225.41'36 1 . 2 5 ' 238.14'292.47'248.45'253.21'252.62'252.04'251.09'250.05'249.00'110.22' 105.00'105.00'105.00'81.70'105.00'105.00'23.30'89.53' 16.64' 16.64' 67.66'42.9 4 '49.42'54.71'26. 4 6 ' 21.0 3 '64.34'105.00'105.00'56.40'48.60'105.00'105.00'105.00'58.26' 138.00'105.00'105.00'105.00'56.95'6.01'42.04'105.00'105.00'105.00'323.74'300.20'254.66'72.35'238.34'105.00'105.00'105.00'104.98'105.00'105.00'105.00'55.77' 47.00' 73.94' 15 7 14 6 13 5 12 4 11 3 18 10 9 16 8 2 LOT 26,040 SQFT. 0.60 AC. LOT 26,556 SQFT. 0.61 AC. LOT 26,040 SQFT. 0.60 AC. LOT 26,495 SQFT. 0.61 AC. LOT 25,622 SQFT. 0.59 AC. LOT 26,418 SQFT. 0.61 AC. LOT 43,889 SQFT. 1.01 AC. LOT 26,309 SQFT. 0.60 AC. LOT 43,363 SQFT. 1.00 AC. LOT 26,200 SQFT. 0.60 AC. LOT 26,040 SQFT. 0.60 AC. LOT 45,732 SQFT. 1.05 AC. LOT 35,605 SQFT. 0.82 AC. LOT 26,040 SQFT. 0.60 AC. LOT 26,591 SQFT. 0.61 AC. LOT 26,090 SQFT. 0.60 AC. 1 LOT 25,400 SQFT. 0.58 AC. 17 19 20 105.00' LOT 26,106 SQFT. 0.60 AC. LOT 26,040 SQFT. 0.60 AC. LOT 26,040 SQFT. 0.60 AC.247.96'32.84' 14.9 8 ' 10+ 0 0 11+00 12+0013+0014+0015+0016+0017+0018+0019+0019+76 L1 C1 L2 21 22 LOT 33,356 SQFT. 0.77 AC. LOT 25,060 SQFT. 0.58 AC.165.59'229.12'30. 0 0 ' W W W W W W W W W W W W W W W WWWWWCBU 220 218 218216214212220 220LINWOOD M. & DIANNE A. COUNCIL PIN: 0598-98-7508 ZONING: RA-30 EDWARD S. TURLINGTON DAVIS BRYANT WOODALL JR & LINDA KAY WOODALL CAPPS PIN: 0598-87-9801 ZONING: RA-20M EDWARD S. TURLINGTON PIN: 1508-07-9873 ZONING: RA-30/COMM EDWARD S. TURLINGTON PIN: 1508-08-7423 ZONING: RA-30/COMM EDWARD S. TURLINGTON PIN: 1508-08-6202 ZONING: COMM EDWARD S. TURLINGTON PIN: 1509-00-0025 ZONING: RA-30/COMM W W W W W W W W W W W W W W W W W W W W W W W W C-03 E N GI N E E RI 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\PRELIMINARY SUBDIVISION\SHEET FILES\C-03 OVERALL SUBDIVISION LAYOUT.DWGPLOTTED: 6/29/2021 7:17 PMPROFESSIONAL'S SEAL DATE: FILE NO. HORZ. SCALE: ORIG. SHEET SIZE: REVISIONS 24 x 36 STATUS CONSULTANT CLIENT PRELIMINARY SUBDIVISION MASON LANDING SUBDIVISION JUNE 30, 2021 2021-026 FOR REVIEW ONLY NOT FOR CONSTRUCTION Long Land Development, LLC 9404 Northfield Ct. Raleigh, NC 27603 919-810-6151 (m) Contact: Hal Long hallong@att.net PRELIMINARY DO NOT USE FOR CONSTRUCTION OVERALL SUBDIVISION LAYOUT SCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 GENERAL NOTES: 1.ALL CONSTRUCTION SHALL BE PER HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.ALL DIMENSIONS ARE IN FEET AND TO BACK OF CURB 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.ALL OPEN SPACE AREAS INCLUDING WALKING TRAILS WILL BE OPEN TO THE PUBLIC. COMMUNITY CENTER WILL BE RESTRICTED TO THOSE WHO LIVE IN THE NEIGHBORHOOD. 19.MAINTENANCE FOR COMMUNITY CENTER, OPEN SPACE, & WALKING TRAILS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.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. 21.ALL WATER MAINS SHALL BE PUBLIC UTILITIES. 22.CONTRACTOR SHALL CONTACT HARNETT COUNTY UTILITIES PRIOR TO MAKING CONNECTION TO ANY COUNTY OWNED INFRASTRUCTURE. 23.CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT ISSUED BY NCDENR - PUBLIC WATER SUPPLY. 24.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. 25.ALL WATER SERVICES TO LOTS SHALL BE 3/4" BLUE POLY TUBING W/TRACER WIRE. MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES. 26.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 COUNTY 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 C-01 FOR HARNETT COUNTY PUBLIC UTILITIES REQUIRED NOTES. 15.THIS DEVELOPMENT IS WITHIN 1 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 16.NOTE THAT BUILDINGS WITHIN 10% OF THE REQUIRED SETBACK ARE REQUIRED TO PROVIDE FOUNDATION SURVEYS. 17.STREET TREES SHALL BE INSTALLED AT A RATE OF 1/50 LF OF ROADWAY, MIN. 2" CALIPER AND 6' IN HEIGHT, MATURE HEIGHT OF 25'-35', AND BETWEEN 5' AND 10' OUTSIDE THE RIGHT-OF-WAY. 18.ALL UTILITIES, INCLUDING FIRE HYDRANTS, INSTALLED OUTSIDE OF THE PROPOSED ROW MUST BE IN A PUBLIC UTILITY EASEMENT. LEGEND: FIRE HYDRANT ASSEMBLY (FHA) BUILDING SETBACK (TYP.) 6" PVC SDR-21 WATER LINE CBU MAILBOX KIOSK SITE INFORMATION ZONING: COUNTY: LOCATION: PARENT PIN: DB/PG: ACREAGE: HARNETT LAND CLASS:LOW-DENSITY RESIDENTIAL RIGHT OF WAY & OTHER AREAS: RIGHT OF WAY DEDICATION:33,367 SF (0.77 AC) 20.06 AC 3972 / 0051 1508-08-2742 & 1508-08-1016 LOT 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 SF 45,732 SF 25,400 SF 25,000 SF 1.14 DU/AC 22 SIDE YARD: FRONT YARD:35' 10' REAR YARD:25' MINIMUM BUILDING SETBACKS: CORNER YARD:20' MINIMUM ALLOWABLE LOT WIDTH:100' 100' NUMBER OF PHASES:1 IMPERVIOUS AREAS: ROADWAYS / PARKING:0.55 AC LOTS (5,000 SF/LOT): TOTAL ON-SITE IMPERVIOUS AREA: TOTAL ON-SITE IMPERVIOUS PERCENT: UTILITY DEMANDS WATER USAGE: 2.53 AC 3.08 AC 15.4% 7,920 GPD 3 BED X 120 GPD/BED X 27 UNITS RA-30 PLEASANT GROVE CHURCH RD. DUNN, NC 28334 MINIMUM PROPOSED LOT WIDTH @ FRONT BUILDING SETBACK: 12"X6" TS&V 50' PUBLIC & UTILITY R/W 30' PUBLIC UTILITY ESMT. SIGN ESMT. STREET LIGHTING - TYPICAL MAXIMUM SPACING=300', MIN. 7,000 LUMENS STREET TREE REQUIREMENT: 1/50 LF OF ROADWAY = 20 TREES (NOT TO SCALE) WAX MYRTLE (MYRICA CERIFERA) 24" HIGH @ PLANTING WILLOW OAK (QUERCUS PHELLOS) 2" CALIPER, 6' HIGH @ PLANTING 30' STREETYARD BUFFER PLANTING 30' 30' MAX PROSPECT CHURCH RD.SR 1900 ( 60' +- PUBLIC R/W )NC 55 ( 60' +- PUBLIC R/W ) EXISTING 12" WATER MAIN (LOCATION TO BE VERIFIED) EXISTING EOP EXISTING 8" SANITARY SEWER MAIN (LOCATION TO BE VERIFIED) EXISTING FIRE HYDRANT ASSEMBLY INSTALL NEW SSMH ON EXISTING 8" SEWER MAIN 8" PVC SS MAIN LOT 22 TO BE CREATED VIA RECOMBINATION PLAT 25'ROW DEDICATION 30' STREET YARD 30' STREET YARD N5' MAX SPACING AREA AFTER DEDICATION:19.29 AC