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HomeMy WebLinkAboutPartridge Village Preliminary Set© 2020 Microsoft Corporation © 2020 HERE PHASE 1PHASE 2PHASE 3QUAIL GLENC-0.0966-19PRELIMINARY DEVELOPMENT PLANS COVER SHEETTHIS DRAWING IS THE PROPERTY OF:and is not to be reproduced or copied in whole or in part withoutpermission from The Spaulding Group, PA. This drawing is notto be used on any other project and is to be returned to TheSpaulding Group, PA, upon request.The Spaulding Group, PAHARNETT COUNTY, NORTH CAROLINAPRELIMINARY DEVELOPMENT PLANS FOR:INDEX TO PLANSC-0.0C-0.1C-1.0C-1.1 - C-1.5C-2.0C-2.1 - C-2.5C-3.0C-3.1 - C-3.5COVER SHEETEXISTING CONDITIONS PLANOVERALL SITE PLANSITE PLANSOVERALL UTILITY PLANUTILITY PLANSOVERALL STORM DRAINAGE PLANSTORM DRAINAGE PLANDATE: APRIL 29, 2020 REVISION DETAILSDEVELOPER:PARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 27606PHONE: (919) 868-3586CONTACT: HARVEY MONTAGUE, email: harveytmontague@earthlink.netENGINEER:THE SPAULDING GROUP, PA1611 JONES FRANKLIN ROAD, STE. 101RALEIGH, NORTH CAROLINA 27606PHONE: (919) 854-7990FAX: (919) 854-7925CONTACT: THOMAS J. SPAULDING, P.E. email: tom@spauldingnorris.comLANDSCAPE ARCHITECT:TONY M. TATE LANDSCAPE ARCHITECTURE, PA5011 SOUTHPARK DRIVE, SUITE 200DURHAM, NC 27713PHONE: (919) 484-8880FAX: (919) 484-8881CONTACT: PAMELA PORTER, RLA, LEED AP, email: pam@tmtla.comSURVEY:STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA98 E. DEPOT STREETP.O. BOX 730ANGIER, NORTH CAROLINA 27501PHONE: (919) 639-2133FAX: (919) 639-2602CONTACT: email: stancilsurvey@gmail.comVICINITY MAPSCALE: 1" = 500'PARTRIDGE VILLAGESUBDIVISIONPROJECT NUMBERDRAWINGSHEETPROJECT SURVEYOR: PROJECT DESIGNER: PREPARED FOR : DATE : PROJECT ENGINEER: SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC 10305 PENNY ROAD RALEIGH, NC 27607 04-24-2020 TOM SPAULDING IRIS A. MITCHELL STANCIL & ASSOCIATES HARNETT COUNTY, NORTH CAROLINA S&N FIRM CERTIFICATION #: C-1875 PARTRIDGE VILLAGE SUBDIVISIONGENERAL NOTES1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LANDSURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPONFIELD SURVEYS AND BEST AVAILABLE INFORMATION.2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDEDBY HARNETT COUNTY GIS.3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FORASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANYDIGGING.4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTIONAND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLICWATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVEDTO THE SATISFACTION OF HARNETT COUNTY.5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTYAND NCDOT STANDARDS AND SPECIFICATIONS.6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADASTANDARDS.7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THECONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIALUPON FIRST CONTACT.8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIORTO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESSBY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETTCOUNTY.9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANYUTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ONTHE RECORDED MAPS.10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC.11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OFALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOTOWNERS THAT BORDER ALL SUCH EASEMENTS.12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGELOCATIONS.13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA.14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER,SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED.15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING &PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OFHERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE.16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILLNECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEERAND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTIONDRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSEDSUBDIVISION.17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATEPRIOR TO CONSTRUCTION.18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE"AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006.19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA.20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTYREGULATIONS.21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT".23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN.24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS.OPEN SPACE CALCULATIONSOPEN SPACE REQUIRED = 18.23 AC (20% OF PROJECT AREA* 91.17 AC)OPEN SPACE PROVIDED = 25.82 AC (28.32%)DEDICATED OPEN SPACE = 24.38 ACPRIME VIEW & VISTA = 1.44 ACOPEN SPACE REQUIRED PER PHASEPHASE 1 = 5.49 AC (27.43 AC*20%)PHASE 2 = 5.39 AC (26.93 AC*20%)PHASE 3 = 7.36 AC (36.81 AC*20%)LOTS = 40LOTS = 58LOTS = 54AREA = 27.43 ACAREA = 26.93 ACAREA = 36.81 ACOPEN SPACE PROVIDED PER PHASEPHASE 1 = 7.86 AC (DED.)PHASE 2 = 2.58 AC (DED.)PHASE 3 = 13.94 AC (DED.) = 1.44 AC (VISTA)PROPERTY INFORMATIONADDRESS: 4391 NC 210 NPIN: 0662-01-2507STATE: NORTH CAROLINATAXABLE SITE ACREAGE: 90.40 ACDB/PG: 3734, 0952GROSS SITE ACREAGE: 91.17 ACTOWNSHIP: BLACK RIVERCOUNTY: HARNETT NEILLS CREEKZONING: CONSERVATION - 2.36 AC (2.59%), RA-30 - 88.81 AC (97.41%)WATERSHED: CAPE FEAR RIVERFEMA 100-YR ZONE; FEMA MAP NO. 3720064200J, DATE: 10/03/06LOT INFORMATIONTOTAL RESIDENTIAL LOTS = 152MINIMUM LOT SIZE ALLOWED: 15,000 SF (0.34 AC)MINIMUM LOT SIZE PROVIDED: 15,099 SF (0.35 AC)MINIMUM WIDTH: 80'LOT SETBACKS:FRONT:30'REAR20'SIDE:10'CORNER SIDE:20'SEWER FLOW CALCULATIONS 250 GPD / SINGLE FAMILY UNIT = 250 GPD X 152 UNITS = 38,000 GPDTOTAL SEWER FLOW = 38,000 GPDSITEWETLAND NOTE1.ANY IMPACT INCLUDED BUT NOT LIMITED TO, CLEARING AND/OR FILLING WILL BE SUBJECTTO PRIOR INSPECTION, PERMITTING, AND APPROVAL BY THE ARMY CORPS OF ENGINEERS,NC DENR AND OR NC DWQ.STREET TREE REQUIREMENT NOTES1.THE SUBDIVIDER/DEVELOPER SHALL EITHER PLANT OR RETAIN HEALTHY TREES SO THATTHERE IS AT LEAST ONE (1) DECIDUOUS TREE FOR EVERY 50 LINEAR FEET OF STREET.STREET TREES SHALL BE PLANTED OR RETAINED ALONG BOTH SIDES OF NEWLY CREATEDPUBLIC STREETS. STREET TREES SHALL BE STAGGERED ON SIDES OF THERIGHT(S)-OF-WAY ON LOCAL OR CUL-DE-SAC STREETS IN RESIDENTIAL SUBDIVISION.2.STREET TREES SHALL BE OF SPECIES THAT IS EXPECTED TO ATTAIN A MINIMUM HEIGHT OF25 - 35 FEET OF MATURITY. WHERE REQUIRED STREET TREES ARE LOCATED UNDEROVERHEAD UTILITY LINES, THE SPECIES SHALL BE OF A TYPE TO REACH A MAXIMUM OF 20 -25 FEET. ALL STREET TREES SHALL BE AT LEAST TWO (2) INCHES IN CALIPER AND AMINIMUM OF SIX (6) FEET IN HEIGHT AT THE TIME OF PLANTING.3.STREET TREES SHALL BE PLANTED IN A LINEAR ARRANGEMENT PARALLEL TO THE STREETNO LESS THAN FIVE (5) FEET AND NO MORE THAN TEN (10) FEET FROM ELECTRICALTRANSFORMERS. SS SS SS SS SS SS100 FP 100 FP 100 F P 100 FP100 FP100 FP100 FP100 FP100 F P SSSSSSSSSS SSSS SS SS SS WETLWETLWETLWETLWETLE E E SSSSSSSS WETLWETLWETLWETLWE T L WE T L WETLWETLWETLSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSW WW WWWWWWWWW100 FP100 FP100 FP 100 FP100 FP100 FP100 FP100 FP100 FP10 0 F P 100 FP10 0 F P 100 FP100 FP100 FP100 FP10 0 F P 100 FPWET L WETLWETLWETLWETLWETL WETLWETLWETLWETLWET L WETLWETLWETLWETLWETLWETLN87° 19' 10.42"W 615.120S88° 40' 49.58"W 3442.796 N3° 49' 10.42"W 66.000 N54° 46' 37.52"E 36.049 N1° 13' 13.90"E 82.356 N79° 41' 59.12"E 81.067 N45° 49' 36.90"E 141.926 S44° 07' 19.44"E 39.586 S 4 0 ° 1 5 ' 3 8 . 7 5 "E 1 3 6 . 0 6 0 N51° 01' 05.07"E 41.776 N37° 34' 20.53"E247.357S68° 5 5 ' 0 1 . 1 5 " E 181. 8 5 3 S88° 56' 37.56"W 660.000 S38° 26' 37.56"W 247.500S21° 33 ' 22 .44"E171.600 N2° 05' 23.71"E 122.772 S53° 56' 54.57"E 85.490 L1L2L3L4L5L6L7 L8 L9 L10 L1 1 L12L13L14 L15L1 6L17L18 L 1 9 L20L21L 2 2 L23 L24 L25 L26L27 L28 L29L30 L31L32L33 L34L35 L36L37L38 L39 L40 L41L42 L43 L44 L45 L46 L47 L48L 49 L5 0 L51L52 L 5 3 L54 L55 L 5 6 L57L58 L59 L60 L 61 L62 L63 L64 L65 L66 L67L68 L69 L70L71L72 L73 L74L75L76 L77 L7 8 L79 L8 0 L81 L82 L83 L84L85L86 L87L88 L89L90 L91 L92L93 L94L95 L96L97L98 L99L100 L101L102 L103L104L105 L106L107L108L109L110L111L112PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-0.1 969-19PRELIMINARY DEVELOPMENT PLANSEXISTING CONDITIONSTHIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 200 100 F P WETLWETLWETLWETLWETLWETLWETLWETLWETLWE T L WE T L WETLWETLWETL100 FP100 FP100 FP 100 FP100 FP100 FP100 FP100 FP100 FP10 0 F P 100 FP10 0 F P 100 FP100 FP100 FP100 FP103104105106107108109110111112113114115116117118119120121122123124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 99 100 101 83102 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 565554 53 52 51 50 48 47 46 45 44 43 42 41 58 59 60 61 62 63 67686970717273 74 75767778798182 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 1817 16 11 57 65 5 4 3 2 1 66 10 15 14 13 12 9 8 7 PHASE 2 PHASE 3 49 80 WET L WETLWETLWETLWETLWET L WETLWETLWETLWETLW E T L WETLWETLWETLWETLWETLWETLPHA S E 1 PHA S E 2 PHASE 2PHASE 1PHASE 3PHASE 264 QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED RUN OF BRANCH IS PROPERTY LINE PEACH GROVE WAY LITTLE BRANCH DRIVEPHASE 1 OLD RUN OF NEILLS CREEK IS PROPERTY LINE20.0' PUBLIC SANITARYSEWER EASEMENT (TYP)BUS ST O P & KIO S K LESTANA C O U R T 50' PUBLIC R / W & UTILITY ESM ' T DAY F A R M D R I V E 5 0 ' P U B L I C R / W & U T I L I T Y E S M ' T& UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WB E T T E R D A Y C O U R T 50' P U B L I C R / W & UT I L I T Y E S M ' T GIANNA COURT UTILITY50' PUBLIC R/W & ESM'TDAY SONG COURT 50' PUBLIC R/W & UTILITY ESM'T APPLESEED DR 50' PUBLICR/W & UTILITY ESM'TDAY SONG COURT 50' PUBLIC R/W & UTILITY ESM'TDAY PARK CT 50' PUBLICR/W & UTILITY ESM'TQUAIL GLEN SUBDIVISION DAY F A R M D R I V E 5 0 ' PUBL I C R / W A N D U T I L I T Y ESM' T EX. 40.0' PU B L I C S A N I T A R Y SEWER EA S E M E N T ( T Y P ) WESTER PROPERTY SUBDIVISION PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-1.0 969-19PRELIMINARY DEVELOPMENT PLANSOVERALL SITE PLANTHIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 200 GENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED = 18.23 AC (20% OF PROJECT AREA* 91.17 AC) OPEN SPACE PROVIDED = 25.82 AC (28.32%) DEDICATED OPEN SPACE = 24.38 AC PRIME VIEW & VISTA = 1.44 AC OPEN SPACE REQUIRED PER PHASE PHASE 1 = 5.49 AC (27.43 AC*20%)PHASE 2 = 5.39 AC (26.93 AC*20%)PHASE 3 = 7.36 AC (36.81 AC*20%) LOTS = 40 LOTS = 58 LOTS = 54 AREA = 27.43 AC AREA = 26.93 AC AREA = 36.81 AC OPEN SPACE PROVIDED PER PHASE PHASE 1 = 7.86 AC (DED.)PHASE 2 = 2.58 AC (DED.)PHASE 3 = 13.94 AC (DED.) = 1.44 AC (VISTA) PROPERTY INFORMATION ADDRESS: 4391 NC 210 N PIN: 0662-01-2507 STATE: NORTH CAROLINA TAXABLE SITE ACREAGE: 90.40 AC DB/PG: 3734, 0952 GROSS SITE ACREAGE: 91.17 AC TOWNSHIP: BLACK RIVER COUNTY: HARNETT NEILLS CREEK ZONING: CONSERVATION - 2.36 AC (2.59%), RA-30 - 88.81 AC (97.41%) WATERSHED: CAPE FEAR RIVER FEMA 100-YR ZONE; FEMA MAP NO. 3720064200J, DATE: 10/03/06 LOT INFORMATION TOTAL RESIDENTIAL LOTS = 152 MINIMUM LOT SIZE ALLOWED: 15,000 SF (0.34 AC) MINIMUM LOT SIZE PROVIDED: 15,099 SF (0.35 AC) MINIMUM WIDTH: 80' LOT SETBACKS: FRONT:30' REAR 20' SIDE:10' CORNER SIDE:20' LEGEND ACTIVE OPEN SPACE NATURAL PRESERVE OPEN SPACE WETLANDS 100-YR FLOODLINE PER FLOOD STUDY JURISTICTIONAL STREAM FP 5 4 3 21 2'6"15' 35' BOC - BOC 50' RIGHT-OF-WAY PAVEMENT 7.5' 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 1/2" / FT. 15' 1/2" / FT.3:1 S L O P E M A X . 3:1 S L O P E M A X . 2" SF-9.5A SUPERPAVE ASPHALT MIX 9" STBC, TYPE A OR C 1-1/2" SF-9.5 A SUPERPAVE ASPHALT MIX 8" ABC, TYPE B TYPICAL 35' B-B ROAD SECTION NOT TO SCALE 2'6" ROLLED CURB AND GUTTER 2'6" ROLLED CURB AND GUTTER SHELT E R BUS S T O P & K I O S K 2 16,968.2 SF 0.3895 AC 137'91'30'18'38'31'15'31'52'20'20'92 ' 6 6 ' 2 6 ' 1 4 ' 6 8 ' 64' 1 16,011.5 SF 0.3676 AC 5 15,175.4 SF 0.3484 AC 4 15,096.8 SF 0.3466 AC 156'157'2 1 ' 53 ' 5 6'70'31'89'96'121'159' 3 15,307.9 SF 0.3514 AC 10 15,215.0 SF 0.3493 AC 6 15,151.3 SF 0.3478 AC 8 16,658.4 SF 0.3824 AC 9 15,238.3 SF 0.3498 AC135'85' 109'40'104'109' 86' 80' 80'213'197'112'40'66'34'37'49' 30' 53' 53'200'11 19,555.3 SF 0.4489 AC 189'79'3 9 ' 164' 91' 7 16,208.8 SF 0.3721 AC 17 15,107.2 SF 0.3468 AC 40 15,493.4 SF 0.3557 AC 30 15,116.5 SF 0.3470 AC 31 15,100.6 SF 0.3467 AC 0.3468 AC 39 15,100.0 SF 0.3466 AC 164'39'61'12'97'11 4 ' 144' 45'172'184'3' '16' 82' 82' 60' 3 9'132'26'86' 23' 59' 26' 16'25'73'39 '87' 93' 60' 2 1'4'150'173'184'38 15,100.0 SF 0.3466 AC WETLWETL WETLWETLW E T L WET L WETL WETLWET L WETLWETLWETLWETLWETLWETLWETLWETLWE T L WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWE T L WE T L WE T L WE T L WET L WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETL16 16,039.0 SF 0.3682 AC 18 16,877.8 SF 0.3875 AC 13 16,549.3 SF 0.3799 AC 15 18,226.4 SF 0.4184 AC 14 18,226.4 SF 0.4184 AC 12 17,657.5 SF 0.4054 AC228'131'121' 9 0 ' 80' 80'186'165' 80' 80' 80'86'142'228'56 15,101.2 SF 0.3467 AC 41 15,101.3 SF 0.3467 AC 42 15,100.7 SF 0.3467 AC 55 15,100.3 SF 0.3467 AC 172'81'35'3 9 '70'81'14' 88'64' 3 9 '147'89'88'173'199'172'58 15,131.1 SF 0.3474 AC 57 15,080.2 SF 0.3462 AC53'56'36'44'80'80'80'80'60'39' 145'22 '80'20'10'189' 189' 189' 189' 189' 193' 164' 63 15,874.0 SF 0.3644 AC 62 15,112.3 SF 0.3469 AC 61 15,109.4 SF 0.3469 AC 60 15,106.6 SF 0.3468 AC 59 15,103.7 SF 0.3467 AC 67 15,100.0 SF 0.3466 AC 68 15,100.0 SF 0.3466 AC 69 15,100.0 SF 0.3466 AC 70 15,100.0 SF 0.3466 AC 80'80'80'80'2'118' 269' 44'132'55'80'80'80'80'189'61'189'189'189'189'181' 81' 85 15,100.1 SF 0.3466 AC 84 15,100.3 SF 0.3467 AC 66 15,146.6 SF 0.3477 AC 65 21,605.2 SF 0.4960 AC PHA S E 1 PHA S E 2 PHASE 2PHASE 164 13,612.4 SF 0.3125 AC 169' 9'33' 4 8 '48'36'41'37'69'57'49'DELCARSO COURT 50' PUBLIC R/W AND UTILITY ESM'TDAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T AND UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WR/W & UTILITY EASEMENT DAY SONG COURT 50' PUBLIC R/W A N D U T I L I T Y E A S E M E N T 49' 156'3 9 '59'83'26'61'80'80'80'76'PHASE 1 195' STOP SIGN (TYP) STOP SIGN (TYP) STOP SIGN (TYP) R40.0'R29.0'(TYP)R2 9 . 0 ' (TY P )R29.0'R29.0' (TYP ) LIGHT (TYP)R30.0'(TYP)LIGHT (TYP) 30" ROLL GUTTER (TYP)20.0' CORNERSETBACK (TYP)30.0' FRONTSETBACK(TYP)10.0' SIDE SETBACK (TYP)20.0' REARSETBACK (TYP)S69° 4 3 ' 1 8 " E 1052 . 7 5 R=205.00'L=53.52'N0° 08' 27"E286.41R=300.00' L=27. 1 2 ' S74° 5 4 ' 0 2 " E 266.8235.0'B-B(TYP)50.0'R/W(TYP)50.0' R/W (TYP) 29.0' B-B (TYP)50.0'R/W(TYP)35.0'B-B(TYP)MAIL KIOSK BUS STOP BUS STOP SIGNAGE 100' MIN. 10' (TYP)20'(TYP)24'R20'(TYP)35.0' B-B (TYP) 50.0' R/W (TYP)29.0'B-B(TYP)PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-1.1 969-19PRELIMINARY DEVELOPMENT PLANSSITE PLANTHIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 GENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED = 18.23 AC (20% OF PROJECT AREA* 91.17 AC) OPEN SPACE PROVIDED = 25.82 AC (28.32%) DEDICATED OPEN SPACE = 24.38 AC PRIME VIEW & VISTA = 1.44 AC OPEN SPACE REQUIRED PER PHASE PHASE 1 = 5.49 AC (27.43 AC*20%)PHASE 2 = 5.39 AC (26.93 AC*20%)PHASE 3 = 7.36 AC (36.81 AC*20%) LOTS = 40 LOTS = 58 LOTS = 54 AREA = 27.43 AC AREA = 26.93 AC AREA = 36.81 AC OPEN SPACE PROVIDED PER PHASE PHASE 1 = 7.86 AC (DED.)PHASE 2 = 2.58 AC (DED.)PHASE 3 = 13.94 AC (DED.) = 1.44 AC (VISTA) PROPERTY INFORMATION ADDRESS: 4391 NC 210 N PIN: 0662-01-2507 STATE: NORTH CAROLINA TAXABLE SITE ACREAGE: 90.40 AC DB/PG: 3734, 0952 GROSS SITE ACREAGE: 91.17 AC TOWNSHIP: BLACK RIVER COUNTY: HARNETT NEILLS CREEK ZONING: CONSERVATION - 2.36 AC (2.59%), RA-30 - 88.81 AC (97.41%) WATERSHED: CAPE FEAR RIVER FEMA 100-YR ZONE; FEMA MAP NO. 3720064200J, DATE: 10/03/06 LOT INFORMATION TOTAL RESIDENTIAL LOTS = 152 MINIMUM LOT SIZE ALLOWED: 15,000 SF (0.34 AC) MINIMUM LOT SIZE PROVIDED: 15,099 SF (0.35 AC) MINIMUM WIDTH: 80' LOT SETBACKS: FRONT:30' REAR 20' SIDE:10' CORNER SIDE:20' LEGEND ACTIVE OPEN SPACE NATURAL PRESERVE OPEN SPACE WETLANDS 100-YR FLOODLINE PER FLOOD STUDY JURISTICTIONAL STREAM FP 5 4 3 21 2'6"15' 35' BOC - BOC 50' RIGHT-OF-WAY PAVEMENT 7.5' 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 1/2" / FT. 15' 1/2" / FT.3:1 S L O P E M A X . 3:1 S L O P E M A X . 2" SF-9.5A SUPERPAVE ASPHALT MIX 9" STBC, TYPE A OR C 1-1/2" SF-9.5 A SUPERPAVE ASPHALT MIX 8" ABC, TYPE B TYPICAL 35' B-B ROAD SECTION NOT TO SCALE 2'6" ROLLED CURB AND GUTTER 2'6" ROLLED CURB AND GUTTER WETLWETLWETLSHELT E R BUS S T O P & K I O S K 137'91'1 16,011.5 SF 0.3676 AC 96'10 15,215.0 SF 0.3493 AC 6 15,151.3 SF 0.3478 AC 8 16,658.4 SF 0.3824 AC 9 15,238.3 SF 0.3498 AC135'85' 109'40'104'109' 86' 80' 80'213'197'112'40'66'34'37'49' 30' 53' 53'200'11 19,555.3 SF 0.4489 AC 189'79'3 9 ' 164' 91' 7 16,208.8 SF 0.3721 AC162'28 15,100.4 SF 0.3467 AC 17 15,107.2 SF 0.3468 AC 20 15,100.6 SF 0.3467 AC 22 15,126.0 SF 0.3472 AC 21 15,100.0 SF 0.3466 AC 23 15,104.7 SF 0.3468 AC 24 15,105.4 SF 0.3468 AC 25 15,688.0 SF 0.3601 AC 26 15,122.7 SF 0.3472 AC 27 15,099.6 SF 0.3466 AC 29 15,104.3 SF 0.3467 AC 40 15,493.4 SF 0.3557 AC 30 15,116.5 SF 0.3470 AC 31 15,100.6 SF 0.3467 AC 32 15,105.3 SF 0.3468 AC 33 16,003.4 SF 0.3674 AC 34 15,179.3 SF 0.3485 AC 35 15,820.7 SF 0.3632 AC 36 15,158.6 SF 0.3480 AC 37 15,111.6 SF 0.3469 AC 39 15,100.0 SF 0.3466 AC112'164'39'61'12'97'35'21' 42' 4 4 '45'4 3 '4 0'27'2 1 '35' 1 20 ' 21' 34 '21' 6 6' 4 0 '48'40' 48'2 1' 34 ' 29 '211'11 4 ' 65' 32' 86' 131'5'16'27'43'24'47'43'30'30'12' 170' 13 2 ' 97' 11 9 ' 17 3 ' 43 '131'144' 45'172'119' 165'149'146'34'195'171'179'1 5 4 ' 134'184'53'5 2 '40'40 ' 52'2 1'16' 82' 82' 60' 3 9'132'26'86' 23' 59' 26' 16' 40' 13' 29 ' 70 ' 10 ' 11 1 ' 54 ' 44 '5'21'70'20'25'73'3 9 '87' 93' 60' 2 1'4'150'173'182'155'136' 194'135'184'184'38 15,100.0 SF 0.3466 AC WETLW E T L WET L WETL WETLWETL WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETL WETLWETLW E T L WETLWETL WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETL16 16,039.0 SF 0.3682 AC 18 16,877.8 SF 0.3875 AC 13 16,549.3 SF 0.3799 AC 15 18,226.4 SF 0.4184 AC 14 18,226.4 SF 0.4184 AC 12 17,657.5 SF 0.4054 AC228'131'121' 9 0 ' 80' 80'186'165' 80' 80' 80'86'142'228'19 16,486.6 SF 0.3785 AC 41 15,101.3 SF 0.3467 AC 42 15,100.7 SF 0.3467 AC 43 15,159.3 SF 0.3480 AC 44 15,471.3 SF 0.3552 AC 45 15,099.9 SF 0.3466 AC 46 15,104.5 SF 0.3468 AC 47 19,602.8 SF 0.4500 AC 48 20,229.8 SF 0.4644 AC 49 19,444.3 SF 0.4464 AC 52 15,246.6 SF 0.3500 AC 53 18,275.5 SF 0.4195 AC 81'35'3 9 '70'81'14' 120' 80' 77'18' 5 5 ' 40'40'40'66'20' 79' 78 ' 2' 80' 67'13'88'64' 3 9 ' 82' 80 '41'13 1 '34'34'52'17'34'24'173'20' 31' 100'33'19'42'20'36'199'203'189'189'171'172'150'148'189'189'160'58 15,131.1 SF 0.3474 AC 57 15,080.2 SF 0.3462 AC53'56'36'44'80'80'20'10'189' 189' 193' 164' 60 59 15,103.7 SF 0.3467 AC 14 1 '30'30'51 15,100.0 SF 0.3466 AC 50 15,142.5 SF 0.3476 AC PHA S E 1 PHA S E 2 DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T LESTANA C O U R T 5 0 ' P U B L I C R / W & UTILITY E S M ' T DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T AND UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WB E T T E R D A Y C O U R T 5 0 ' P U B L I C R/W & UTILITY EASEMENT 26'61'80'80'STOP SIGN (TYP) STOP SIGN (TYP)R40.0'R40. 0' R 4 0 . 0 'R40 .0 'R29.0'(TYP)R29.0 '(TYP)R29.0'(TYP)R29.0'(TYP)LIGHT (TYP) LIGHT (TYP)R30.0'(TYP)LIGHT (TYP) 30" ROLL GUTTER (TYP) 30" ROLL GUTTER (TYP) 30" ROLL GUTTER (TYP) 10. 0 ' S I D E SE T B A C K (T Y P )30.0' FRONTSETBACK (TYP)20.0' REARSETBACK (TYP)20.0' CORNERSETBACK (TYP)S69° 4 3 ' 1 8 " E 1052. 7 5 S78° 12' 58"W 101.40 S5 3 ° 4 2 ' 5 7 " E 21 3 . 2 2 R=300.00' L=27. 1 2 ' 29.0' B-B (TYP) 50.0' R/ W (TYP)35.0'B-B(TYP)50.0'R/W(TYP)29.0'B-B(TYP)50.0'R/W(TYP)MAIL KIOSK BUS STOP BUS STOP SIGNAGE 10' (TYP)20'(TYP)24'R20'(TYP)29.0'B-B(TYP)PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-1.2 969-19PRELIMINARY DEVELOPMENT PLANSSITE PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 LEGEND ACTIVE OPEN SPACE NATURAL PRESERVE OPEN SPACE WETLANDS 100-YR FLOODLINE PER FLOOD STUDY JURISTICTIONAL STREAM FP 5 4 3 21 OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED = 18.23 AC (20% OF PROJECT AREA* 91.17 AC) OPEN SPACE PROVIDED = 25.82 AC (28.32%) DEDICATED OPEN SPACE = 24.38 AC PRIME VIEW & VISTA = 1.44 AC OPEN SPACE REQUIRED PER PHASE PHASE 1 = 5.49 AC (27.43 AC*20%)PHASE 2 = 5.39 AC (26.93 AC*20%)PHASE 3 = 7.36 AC (36.81 AC*20%) LOTS = 40 LOTS = 58 LOTS = 54 AREA = 27.43 AC AREA = 26.93 AC AREA = 36.81 AC OPEN SPACE PROVIDED PER PHASE PHASE 1 = 7.86 AC (DED.)PHASE 2 = 2.58 AC (DED.)PHASE 3 = 13.94 AC (DED.) = 1.44 AC (VISTA) PROPERTY INFORMATION ADDRESS: 4391 NC 210 N PIN: 0662-01-2507 STATE: NORTH CAROLINA TAXABLE SITE ACREAGE: 90.40 AC DB/PG: 3734, 0952 GROSS SITE ACREAGE: 91.17 AC TOWNSHIP: BLACK RIVER COUNTY: HARNETT NEILLS CREEK ZONING: CONSERVATION - 2.36 AC (2.59%), RA-30 - 88.81 AC (97.41%) WATERSHED: CAPE FEAR RIVER FEMA 100-YR ZONE; FEMA MAP NO. 3720064200J, DATE: 10/03/06 LOT INFORMATION TOTAL RESIDENTIAL LOTS = 152 MINIMUM LOT SIZE ALLOWED: 15,000 SF (0.34 AC) MINIMUM LOT SIZE PROVIDED: 15,099 SF (0.35 AC) MINIMUM WIDTH: 80' LOT SETBACKS: FRONT:30' REAR 20' SIDE:10' CORNER SIDE:20' 2'6"15' 35' BOC - BOC 50' RIGHT-OF-WAY PAVEMENT 7.5' 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 1/2" / FT. 15' 1/2" / FT.3:1 S L O P E M A X . 3:1 S L O P E M A X . 2" SF-9.5A SUPERPAVE ASPHALT MIX 9" STBC, TYPE A OR C 1-1/2" SF-9.5 A SUPERPAVE ASPHALT MIX 8" ABC, TYPE B TYPICAL 35' B-B ROAD SECTION NOT TO SCALE 2'6" ROLLED CURB AND GUTTER 2'6" ROLLED CURB AND GUTTER WETL WETLWE T L WETL WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLSSWW PHASE 2 40 15,493.4 SF 0.3557 AC 15,116.5 SF 0.3470 AC 31 15,100.6 SF 0.3467 AC 32 15,105.3 SF 0.3468 AC 34 15,179.3 SF 0.3485 AC 35 15,820.7 SF 0.3632 AC 36 15,158.6 SF 0.3480 AC 37 15,111.6 SF 0.3469 AC 39 15,100.0 SF 0.3466 AC 184'53'5 2 '40'40 ' 52' 2 1'16' 82' 82' 60' 3 9'132'26'86' 23' 59' 26' 16' 40' 13' 29 ' 70 ' 10 ' 11 1 ' 54 ' 44'5'21'70'20' 87' 93' 60' 2 1'4'150'173'182'136' 194'135'184'184'38 15,100.0 SF 0.3466 AC 56 15,101.2 SF 0.3467 AC 41 15,101.3 SF 0.3467 AC 42 15,100.7 SF 0.3467 AC 43 15,159.3 SF 0.3480 AC 44 15,471.3 SF 0.3552 AC 45 15,099.9 SF 0.3466 AC 46 15,104.5 SF 0.3468 AC 47 19,602.8 SF 0.4500 AC 48 20,229.8 SF 0.4644 AC 49 19,444.3 SF 0.4464 AC 52 15,246.6 SF 0.3500 AC 53 18,275.5 SF 0.4195 AC 54 16,547.8 SF 0.3799 AC 55 15,100.3 SF 0.3467 AC 172'81'35'3 9 '70'81'14' 120' 80 ' 77 '18' 5 5 ' 40'40'40'66'20' 79' 78' 2' 80' 67'13'88'64' 3 9 '147'89'88' 124' 138' 82 ' 80'41'13 1 ' 25 '36'130'7'51' 91'34'34'52'17'34'24'173'20' 31' 100'199'203'189'189'171'172'218' 150'148'189'189'160'172'36'44'80'80'80'80'60'39' 83 15,100.0 SF 0.3466 AC 68 15,100.0 SF 0.3466 AC 69 15,100.0 SF 0.3466 AC 70 15,100.0 SF 0.3466 AC 71 15,100.0 SF 0.3466 AC 72 15,100.0 SF 0.3466 AC 73 15,805.1 SF 0.3628 AC 74 15,103.7 SF 0.3467 AC 75 15,100.0 SF 0.3466 AC 76 15,102.5 SF 0.3467 AC 77 15,100.0 SF 0.3466 AC 78 15,100.0 SF 0.3466 AC 79 15,100.0 SF 0.3466 AC 80 15,100.0 SF 0.3466 AC 81 15,100.0 SF 0.3466 AC 82 15,100.0 SF 0.3466 AC189'80'80'80'80'80'80'189'80'80'80'80'80'80'80'26'80' 58' 39' 98' 80'80'80'80'80'80' 80'80'80'80'80'80'66'131'86'56'80'189'189'189'189'189'123'152'185'189'189'189'189'189'189'98 15,100.0 SF 0.3466 AC 90 15,445.6 SF 0.3546 AC 92 16,650.9 SF 0.3823 AC94 14,903.3 SF 0.3421 AC 95 15,100.0 SF 0.3466 AC 96 15,909.6 SF 0.3652 AC 97 15,100.0 SF 0.3466 AC 181' 90'90'17' 103' 14' 67' 94'61' 3 9'53'7'46'63'6 1 '4 0 '46'80'60'3 9'164'80'80'85'82'21'80'80'24'67'83'189'178'29'98'133' 1 8 6 '137'122'80'85'189' 93 15,392.0 SF 0.3534 AC 91 15,373.7 SF 0.3529 AC 88 15,100.0 SF 0.3466 AC 87 15,100.3 SF 0.3467 AC 86 15,100.3 SF 0.3467 AC 89 15,099.9 SF 0.3466 AC 140'63'90'90'168'188'162' 11 ' 51 ' 14 1 '30'160'168'83'84'98'99 15,100.3 SF 0.3467 AC 101 15,732.1 SF 0.3612 AC 100 15,131.2 SF 0.3474 AC 184'61'184'82'82'61'3 9'160'30'91'185' 85 15,100.1 SF 0.3466 AC 84 15,100.3 SF 0.3467 AC 51 15,100.0 SF 0.3466 AC 50 15,142.5 SF 0.3476 AC PHA S E 1 PHA S E 2 PHASE 3PHASE 2DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T AND UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WB E T T E R D A Y C O U R T 5 0 ' P U B L I C R/W & UTILITY EASEMENT GIANNA COURT UTILITY50' PUBLIC R/W & EASEMENTDAY SONG COURT 50' PUBLIC R/W A N D U T I L I T Y E A S E M E N TCUTTY WAY 50' PUBLIC R/W & UTILITY ESM'TQUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED 15,937.9 SF 103 15,099.9 SF 0.3466 AC82'82'62'3 9'104 15,099.9 SF 0.3466 AC 102 15,100.0 SF 0.3466 AC 80'80'80' 80'80'80'189'189'156'3 9 '59'83'WESTER PROPERTY SUBDIVISION STOP SIGN STOP SIGN (TYP) STOP SIGN (TYP) R 4 0 . 0 'R4 0 . 0 ' R 4 0 . 0 'R29.0'(TYP)R29.0'(TYP)R29.0' (TYP )R34 .0 ' R29.0'(TYP) TO EX. 30" CURB & GUTTER LIGHT (TYP)R30.0'(TYP)LIGHT (TYP) LIGHT (TYP) 30" ROLL GUTTER (TYP) 30" ROLL GUTTER (TYP)30.0' FRONTSETBACK(TYP)10.0' SIDE SETBACK (TYP)20.0' REARSETBACK (TYP)10.0' SIDE SETBACK (TYP)20.0' REAR SETBACK (TYP)30.0' FRONTSETBACK(TYP)20.0' CORNERSETBACK(TYP)S5 3 ° 4 2 ' 5 7 " E 21 3 . 2 2 S1° 19' 10"E190.00S1° 03' 22"E489.1050.0'R/W(TYP)35.0'B-B(TYP)29.0'B-B(TYP)50.0'R/W(TYP)50.0'R/W(TYP)35.0'B-B(TYP)50.0' R/W (TYP) 35.0' B-B (TYP) 29.0' B-B (TYP) 50.0' R/W (TYP) R2 9 . 0 ' (T Y P ) 35.0' B-B (TYP) 50.0' R/W (TYP)29.0'B-B(TYP)PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-1.3 969-19PRELIMINARY DEVELOPMENT PLANSSITE PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 LEGEND ACTIVE OPEN SPACE NATURAL PRESERVE OPEN SPACE WETLANDS 100-YR FLOODLINE PER FLOOD STUDY JURISTICTIONAL STREAM FP 5 4 3 21 OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED = 18.23 AC (20% OF PROJECT AREA* 91.17 AC) OPEN SPACE PROVIDED = 25.82 AC (28.32%) DEDICATED OPEN SPACE = 24.38 AC PRIME VIEW & VISTA = 1.44 AC OPEN SPACE REQUIRED PER PHASE PHASE 1 = 5.49 AC (27.43 AC*20%)PHASE 2 = 5.39 AC (26.93 AC*20%)PHASE 3 = 7.36 AC (36.81 AC*20%) LOTS = 40 LOTS = 58 LOTS = 54 AREA = 27.43 AC AREA = 26.93 AC AREA = 36.81 AC OPEN SPACE PROVIDED PER PHASE PHASE 1 = 7.86 AC (DED.)PHASE 2 = 2.58 AC (DED.)PHASE 3 = 13.94 AC (DED.) = 1.44 AC (VISTA) PROPERTY INFORMATION ADDRESS: 4391 NC 210 N PIN: 0662-01-2507 STATE: NORTH CAROLINA TAXABLE SITE ACREAGE: 90.40 AC DB/PG: 3734, 0952 GROSS SITE ACREAGE: 91.17 AC TOWNSHIP: BLACK RIVER COUNTY: HARNETT NEILLS CREEK ZONING: CONSERVATION - 2.36 AC (2.59%), RA-30 - 88.81 AC (97.41%) WATERSHED: CAPE FEAR RIVER FEMA 100-YR ZONE; FEMA MAP NO. 3720064200J, DATE: 10/03/06 LOT INFORMATION TOTAL RESIDENTIAL LOTS = 152 MINIMUM LOT SIZE ALLOWED: 15,000 SF (0.34 AC) MINIMUM LOT SIZE PROVIDED: 15,099 SF (0.35 AC) MINIMUM WIDTH: 80' LOT SETBACKS: FRONT:30' REAR 20' SIDE:10' CORNER SIDE:20' 2'6"15' 35' BOC - BOC 50' RIGHT-OF-WAY PAVEMENT 7.5' 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 1/2" / FT. 15' 1/2" / FT.3:1 S L O P E M A X . 3:1 S L O P E M A X . 2" SF-9.5A SUPERPAVE ASPHALT MIX 9" STBC, TYPE A OR C 1-1/2" SF-9.5 A SUPERPAVE ASPHALT MIX 8" ABC, TYPE B TYPICAL 35' B-B ROAD SECTION NOT TO SCALE 2'6" ROLLED CURB AND GUTTER2'6" ROLLED CURB AND GUTTER PHASE 3 QUAIL GLEN SUBDIVISION 82'82'61'3 9'164'62' 47' 20' 68' 61' 10 '30'80'80'80'73'51'44 ' 23' 71' 5'23' 20'105'3'57'12'11'71' 17'91'73'80'80'80'80'80'80'80'80'80'80'80'80'80'80'189'189'189'189'189'189'189'189'189'189'189'189'189'189'189'24'80'85'189' 189' 166' 1 3 8 '114'166'24'80'85'189' 189'189'189'189'148'144'186'19'82'87'189'189'185' 48' 49'189'149'144'80'89'APPLESEED DR 50' PUBLIC R/W & UTILITY ESM'TDAY SONG COURT 50' PUBLIC R/W AND UTILITY EASEMENTDAY PARK CT 50' PUBLIC R/W & UTILITY ESM'TCUTTY WAY 50' PUBLIC R/W & UTILITY ESM'TQUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED RUN OF BRANCH IS PROPERTY LINE 135 16,511.9 SF 0.3791 AC 143 15,100.0 SF 0.3466 AC 148 15,100.0 SF 0.3466 AC 136 15,112.3 SF 0.3469 AC 144 15,101.0 SF 0.3467 AC 147 15,099.5 SF 0.3466 AC 137 15,100.7 SF 0.3467 AC 145 15,163.0 SF 0.3481 AC 138 15,101.4 SF 0.3467 AC 146 15,066.8 SF 0.3459 AC15,100.0 SF 0.3466 AC 139 15,099.3 SF 0.3466 AC 150 15,937.9 SF 0.3659 AC 132 15,909.6 SF 0.3652 AC 140 15,908.4 SF 0.3652 AC 151 15,197.7 SF 0.3489 AC 133 15,100.0 SF 0.3466 AC 141 15,100.0 SF 0.3466 AC 152 15,228.6 SF 0.3496 AC 134 15,101.8 SF 0.3467 AC 142 15,100.0 SF 0.3466 AC 149 15,100.0 SF 0.3466 AC 103 15,099.9 SF 0.3466 AC39'164'81'82'82'62'3 9'160'80'80'91'107'117'87'80'80'80'164'40'59'80'13'21'48'4 1' 60'43'48'2 1'13'80'60'3 9'164' 80'80'80'80'80'80'80'80'80'80'80'80'80'80'64' 107 15,100.1 SF 0.3467 AC 109 15,100.1 SF 0.3467 AC 108 15,100.1 SF 0.3467 AC 112 15,100.1 SF 0.3467 AC 113 15,100.1 SF 0.3467 AC 115 15,100.1 SF 0.3466 AC 114 15,100.1 SF 0.3467 AC 117 15,100.1 SF 0.3466 AC 116 15,100.1 SF 0.3466 AC 119 15,100.0 SF 0.3466 AC 118 15,100.1 SF 0.3466 AC 120 15,100.0 SF 0.3466 AC 110 15,100.1 SF 0.3467 AC 111 15,100.1 SF 0.3467 AC 105 15,159.5 SF 0.3480 AC 104 15,099.9 SF 0.3466 AC 15,100.0 SF 0.3466 AC39'80'80'56'189'81'80'80'189'189'106 16,660.2 SF 0.3825 AC 3 9 ' 51' 80'80'63'186' STOP SIGN (TYP) STOP SIGN (TYP) R40.0' R29.0'(TYP)R29.0 ' (TYP ) CONNECT 30" ROLL CURB TO EX. 30" CURB & GUTTERR29.0'(TYP)R29.0' (TYP) LIGHT (TYP) LIGHT (TYP) LIGHT (TYP) 30" ROLL GUTTER (TYP) 30" ROLL GUTTER (TYP)30.0' FRONTSETBACK(TYP)10.0' SIDE SETBACK (TYP)20.0' REARSETBACK(TYP)20.0' CORNERSETBACK(TYP)S1° 03' 22"E489.10N1° 19' 25"W 213.75S1° 19' 10"E260.0050.0' R/W (TYP) 35.0' B-B (TYP) 50.0' R/W (TYP)50.0'R/W(TYP)35.0'B-B(TYP)29.0' B-B (TYP) 50.0' R/W (TYP) 35' B-B (TYP) PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-1.4 969-19PRELIMINARY DEVELOPMENT PLANSSITE PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 LEGEND ACTIVE OPEN SPACE NATURAL PRESERVE OPEN SPACE WETLANDS 100-YR FLOODLINE PER FLOOD STUDY JURISTICTIONAL STREAM FP 5 4 3 21 OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED = 18.23 AC (20% OF PROJECT AREA* 91.17 AC) OPEN SPACE PROVIDED = 25.82 AC (28.32%) DEDICATED OPEN SPACE = 24.38 AC PRIME VIEW & VISTA = 1.44 AC OPEN SPACE REQUIRED PER PHASE PHASE 1 = 5.49 AC (27.43 AC*20%)PHASE 2 = 5.39 AC (26.93 AC*20%)PHASE 3 = 7.36 AC (36.81 AC*20%) LOTS = 40 LOTS = 58 LOTS = 54 AREA = 27.43 AC AREA = 26.93 AC AREA = 36.81 AC OPEN SPACE PROVIDED PER PHASE PHASE 1 = 7.86 AC (DED.)PHASE 2 = 2.58 AC (DED.)PHASE 3 = 13.94 AC (DED.) = 1.44 AC (VISTA) PROPERTY INFORMATION ADDRESS: 4391 NC 210 N PIN: 0662-01-2507 STATE: NORTH CAROLINA TAXABLE SITE ACREAGE: 90.40 AC DB/PG: 3734, 0952 GROSS SITE ACREAGE: 91.17 AC TOWNSHIP: BLACK RIVER COUNTY: HARNETT NEILLS CREEK ZONING: CONSERVATION - 2.36 AC (2.59%), RA-30 - 88.81 AC (97.41%) WATERSHED: CAPE FEAR RIVER FEMA 100-YR ZONE; FEMA MAP NO. 3720064200J, DATE: 10/03/06 LOT INFORMATION TOTAL RESIDENTIAL LOTS = 152 MINIMUM LOT SIZE ALLOWED: 15,000 SF (0.34 AC) MINIMUM LOT SIZE PROVIDED: 15,099 SF (0.35 AC) MINIMUM WIDTH: 80' LOT SETBACKS: FRONT:30' REAR 20' SIDE:10' CORNER SIDE:20' 2'6"15' 35' BOC - BOC 50' RIGHT-OF-WAY PAVEMENT 7.5' 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 10' STREET TREE ESM'T SEE NOTES & UTILITY ESMT 1/2" / FT. 15' 1/2" / FT.3:1 S L O P E M A X . 3:1 S L O P E M A X . 2" SF-9.5A SUPERPAVE ASPHALT MIX 9" STBC, TYPE A OR C 1-1/2" SF-9.5 A SUPERPAVE ASPHALT MIX 8" ABC, TYPE B TYPICAL 35' B-B ROAD SECTION NOT TO SCALE 2'6" ROLLED CURB AND GUTTER 2'6" ROLLED CURB AND GUTTER SS SS SSSSSSSSSSSSWETLWETLSSSSSSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSS WETLW E T L W E T L WETLWETLWETLWE T L WETLWETLWETLWETLWETLWETLWETL3'57'12'11'71' 17'91'73'80'80' 41'45'18'36' 39' 32' 30' 189' 6 2 '45'65'20'29'45 ' 45'84'14'110'80'80'80'80'80'80'189'189'189'189'189'189'192'143' 231'181'157'189'189'24'80'85'189' 189' 166' 1 3 8 ' QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED RUN OF BRANCH IS PROPERTY LINE 127 21,042.9 SF 0.4831 AC 135 16,511.9 SF 0.3791 AC 128 14,445.6 SF 0.3316 AC 15,112.3 SF 0.3469 AC 129 15,765.1 SF 0.3619 AC 130 15,100.0 SF 0.3466 AC 131 15,100.0 SF 0.3466 AC 132 15,909.6 SF 0.3652 AC 125 16,205.2 SF 0.3720 AC 133 15,100.0 SF 0.3466 AC 126 15,432.8 SF 0.3543 AC 134 15,101.8 SF 0.3467 AC 43'48'2 1'13'80'60'39'164'80'80'49'52' 70'40'40'4 0' 19'24'80'80'80'80'80'80' 123 15,100.0 SF 0.3466 AC 119 15,100.0 SF 0.3466 AC 118 15,100.1 SF 0.3466 AC 121 15,100.0 SF 0.3466 AC 120 15,100.0 SF 0.3466 AC 124 15,322.0 SF 0.3517 AC 122 15,100.0 SF 0.3466 ACOLD RUN OF NEILLS CREEK IS PROPERTY LINE20.0' PUBLIC SANITARYSEWER EASEMENT (TYP)EX. 40.0' PU B L I C S A N I T A R Y SEWER EAS E M E N T ( T Y P ) STOP SIGN (TYP) R40.0' R29.0' (TYP)R35.0'LIGHT (TYP) LIGHT (TYP) 30" ROLL GUTTER (TYP) 30" ROLL GUTTER (TYP)30.0' FRONTSETBACK(TYP)20.0' REARSETBACK(TYP)10.0' SIDE SETBACK (TYP)20.0' CORNERSETBACK(TYP)50.0'R/W(TYP)35.0'B-B(TYP)PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-1.5 969-19PRELIMINARY DEVELOPMENT PLANSSITE PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 LEGEND ACTIVE OPEN SPACE NATURAL PRESERVE OPEN SPACE WETLANDS 100-YR FLOODLINE PER FLOOD STUDY JURISTICTIONAL STREAM FP 5 4 3 21 OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED = 18.23 AC (20% OF PROJECT AREA* 91.17 AC) OPEN SPACE PROVIDED = 25.82 AC (28.32%) DEDICATED OPEN SPACE = 24.38 AC PRIME VIEW & VISTA = 1.44 AC OPEN SPACE REQUIRED PER PHASE PHASE 1 = 5.49 AC (27.43 AC*20%)PHASE 2 = 5.39 AC (26.93 AC*20%)PHASE 3 = 7.36 AC (36.81 AC*20%) LOTS = 40 LOTS = 58 LOTS = 54 AREA = 27.43 AC AREA = 26.93 AC AREA = 36.81 AC OPEN SPACE PROVIDED PER PHASE PHASE 1 = 7.86 AC (DED.)PHASE 2 = 2.58 AC (DED.)PHASE 3 = 13.94 AC (DED.) = 1.44 AC (VISTA) PROPERTY INFORMATION ADDRESS: 4391 NC 210 N PIN: 0662-01-2507 STATE: NORTH CAROLINA TAXABLE SITE ACREAGE: 90.40 AC DB/PG: 3734, 0952 GROSS SITE ACREAGE: 91.17 AC TOWNSHIP: BLACK RIVER COUNTY: HARNETT NEILLS CREEK ZONING: CONSERVATION - 2.36 AC (2.59%), RA-30 - 88.81 AC (97.41%) WATERSHED: CAPE FEAR RIVER FEMA 100-YR ZONE; FEMA MAP NO. 3720064200J, DATE: 10/03/06 LOT INFORMATION TOTAL RESIDENTIAL LOTS = 152 MINIMUM LOT SIZE ALLOWED: 15,000 SF (0.34 AC) MINIMUM LOT SIZE PROVIDED: 15,099 SF (0.35 AC) MINIMUM WIDTH: 80' LOT SETBACKS: FRONT:30' REAR 20' SIDE:10' CORNER SIDE:20' 2'6" ROLLED CURB AND GUTTER SS SS SS SS SS SSSSSSSSSSSS SSSS SS SS SS WETLWETLWETLWETLWETLSSSSSSSS WETLWETLWETLWETLWE T L WE T L W W W WWWWETLWETLWETLSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSW WW WWWWWWWWW WWWW W W W W W WWWWWW WW W W W W W W WWWWW W W W W W W W W W W W 103104105106107108109110111112113114115116117118119120121122123124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 99 100 101 83102 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 565554 53 52 51 50 48 47 46 45 44 43 42 41 58 59 60 61 62 63 67686970717273 74 75767778798182 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 1817 16 11 57 65 5 4 3 2 1 66 WWWW10 15 14 13 12 9 8 7 WPHASE 2 PHASE 3 49 80 WET L WET LWETLWETLWETLWET L WETLWETLWETLWETLW E T L WETLWETLWETLWETLWETLWETLPHA S E 1 PHA S E 2 PHASE 2PHASE 1PHASE 3PHASE 264 QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED RUN OF BRANCH IS PROPERTY LINE SSPEACH GROVE WAY LITTLE BRANCH DRIVEPHASE 1 WSSSS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SSSS SS SSSSSS S S SS SS SS SS SS SS SSOLD RUN OF NEILLS CREEK IS PROPERTY LINE20.0' PUBLIC SANITARYSEWER EASEMENT (TYP)BUS ST O P & KIOS K LESTANA C O U R T 50' PUBLIC R / W & UTILITY ES M ' T DAY F A R M D R I V E 5 0 ' P U B L I C R / W & U T I L I T Y E S M ' T& UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WB E T T E R D A Y C O U R T 50' P U B L I C R / W & UT I L I T Y E S M ' T GIANNA COURT UTILITY50' PUBLIC R/W & ESM'TDAY SONG COURT 50' PUBLIC R/W & UTILITY ESM'T APPLESEED DR 50' PUBLICR/W & UTILITY ESM'TDAY SONG COURT 50' PUBLIC R/W & UTILITY ESM'TDAY PARK CT 50' PUBLICR/W & UTILITY ESM'TQUAIL GLEN SUBDIVISION DAY F A R M D R I V E 5 0 ' PUBL I C R / W A N D U T I L I T Y ESM' T EX. 40.0' PUB L I C S A N I T A R Y SEWER EAS E M E N T ( T Y P ) WESTER PROPERTY SUBDIVISION PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-2.0 969-19PRELIMINARY DEVELOPMENT PLANSOVERALL UTILITY PLANTHIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 200 GENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. 5 4 3 21 UTILITY NOTES: 1.ALL WATER SERVICES SHALL BE INSTALLED DURING ROADWAY CONSTRUCTION. 2.SANITARY SEWER AND WATER SERVICES SHALL BE STUBBED OUT TO ALL LOTS BEFORE FINAL GRADING. 3.ALL WATER MAINS SHALL BE WITHIN DEDICATED STREET RIGHT-OF-WAY OR EASEMENTS, FOR PUBLIC WATER MAINS. CONSTRUCTION EASEMENTS SHALL BE AS REQUIRED AND PERMANENT WATER AND SEWER EASEMENTS SHALL BE 20 FEET WIDE. WATER MAINS AND APPURTENANCES WHICH ARE INSTALLED UNDER NON-DEDICATED STREETS OR PARKING AREAS SHALL BE PRIVATE. WATER MAINS AND APPURTENANCES UNDER PUBLIC STREETS OR IN PUBLIC EASEMENTS OR RIGHT-OF-WAYS MUST BE PUBLIC MAINS. NO WATER MAINS SHALL BE INSTALLED UNDER PRIVATE PAVED AREAS, OR PRIVATELY MAINTAINED AREAS UNLESS THEY ARE PRIVATE MAINS. 4.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. 5.WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18 INCHES, OR THE WATER LINE PASSES UNDER THE SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE AT THE POINT OF CROSSING. THE WATER LINE PIPE SECTION SHALL BE CENTERED AT THE POINT OF CROSSING. IN NO INSTANCE SHALL THERE BE LESS THAN 12” CLEARANCE BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MAINS. 6.ALL PUBLIC UTILITIES INSTALLATION SHALL BE IN CONFORMANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 7.MAXIMUM SPACING OF 500' BETWEEN FIRE HYDRANTS. 8.WATER AND SEWER MAINS SHALL HAVE A MINIMUM OF 3' OF COVER. 9.SANITARY SEWER MANHOLE SPACING SHALL BE A MAXIMUM OF 400'. 10.SANITARY SEWER MANHOLES LOCATED IN FLOODPLAINS OR IN AREAS OF HIGH GROUND WATER SHALL BE WATERPROOFED. 11.TRACER WIRE TO BE INSTALLED ABOVE ALL WATER AND SEWER, INCLUDING SERVICES. SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW TYPICAL LOT R/W 4" SS C/O (TYP) (ON LOWEST SIDE OF LOT) TYPICAL LOT TYPICAL LOT 5/8" W/M (TYP) TYPICAL LOT UTILITY SERVICE CONNECTION LEGEND EXISTING PROPERTY LINE ADJOINER PROPERTY LINE PROPOSED WATERLINE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED SANITARY SERVICE PROPROSED CLEANOUT W SS W W W W W W W W W WWWWWWWWWWWWWWW W W W W W W W 85 84 5655 42 41 58 59 60 61 62 63 67686970 40 39 38 31 30 1817 16 11 57 65 5 4 3 2 1 66 WWWWWWWWWWWWWWWW10 15 14 13 12 9 8 7 WW WWWWWWSHELT E R BUS S T O P & K I O S K WETLWETL WETLWETLW E T L WET L WETL WETLWET L WETLWETLWETLWETLWETLWETLWETLWETLWE T L WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWE T L WE T L WE T L WE T L WET L WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLPHA S E 1 PHA S E 2 PHASE 2PHASE 164 DELCARSO COURT 50' PUBLIC R/W AND UTILITY ESM'TDAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T AND UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WR/W & UTILITY EASEMENT DAY SONG COURT 50' PUBLIC R/W A N D U T I L I T Y E A S E M E N T PHASE 1SSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSPROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-2.1 969-19PRELIMINARY DEVELOPMENT PLANSUTILITY PLANTHIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 GENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. 5 4 3 21 UTILITY NOTES: 1.ALL WATER SERVICES SHALL BE INSTALLED DURING ROADWAY CONSTRUCTION. 2.SANITARY SEWER AND WATER SERVICES SHALL BE STUBBED OUT TO ALL LOTS BEFORE FINAL GRADING. 3.ALL WATER MAINS SHALL BE WITHIN DEDICATED STREET RIGHT-OF-WAY OR EASEMENTS, FOR PUBLIC WATER MAINS. CONSTRUCTION EASEMENTS SHALL BE AS REQUIRED AND PERMANENT WATER AND SEWER EASEMENTS SHALL BE 20 FEET WIDE. WATER MAINS AND APPURTENANCES WHICH ARE INSTALLED UNDER NON-DEDICATED STREETS OR PARKING AREAS SHALL BE PRIVATE. WATER MAINS AND APPURTENANCES UNDER PUBLIC STREETS OR IN PUBLIC EASEMENTS OR RIGHT-OF-WAYS MUST BE PUBLIC MAINS. NO WATER MAINS SHALL BE INSTALLED UNDER PRIVATE PAVED AREAS, OR PRIVATELY MAINTAINED AREAS UNLESS THEY ARE PRIVATE MAINS. 4.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. 5.WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18 INCHES, OR THE WATER LINE PASSES UNDER THE SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE AT THE POINT OF CROSSING. THE WATER LINE PIPE SECTION SHALL BE CENTERED AT THE POINT OF CROSSING. IN NO INSTANCE SHALL THERE BE LESS THAN 12” CLEARANCE BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MAINS. 6.ALL PUBLIC UTILITIES INSTALLATION SHALL BE IN CONFORMANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 7.MAXIMUM SPACING OF 500' BETWEEN FIRE HYDRANTS. 8.WATER AND SEWER MAINS SHALL HAVE A MINIMUM OF 3' OF COVER. 9.SANITARY SEWER MANHOLE SPACING SHALL BE A MAXIMUM OF 400'. 10.SANITARY SEWER MANHOLES LOCATED IN FLOODPLAINS OR IN AREAS OF HIGH GROUND WATER SHALL BE WATERPROOFED. 11.TRACER WIRE TO BE INSTALLED ABOVE ALL WATER AND SEWER, INCLUDING SERVICES. SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW TYPICAL LOT R/W 4" SS C/O (TYP) (ON LOWEST SIDE OF LOT) TYPICAL LOT TYPICAL LOT 5/8" W/M (TYP) TYPICAL LOT UTILITY SERVICE CONNECTION LEGEND EXISTING PROPERTY LINE ADJOINER PROPERTY LINE PROPOSED WATERLINE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED SANITARY SERVICE PROPROSED CLEANOUT W SS WETLWETLWETLW W W W W W W WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W WWWWWWW54 53 52 51 50 48 47 46 45 44 43 42 41 58 59 60 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 1817 16 11 57 1 WWWWWWWWWWWWW10 15 14 13 12 9 8 7 SHELT E R BUS S T O P & K I O S K 49 WETLW E T L WET L WETL WETLWETL WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETL WETLWETLW E T L WETLWETL WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLPHA S E 1 PHA S E 2 DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T LESTANA C O U R T 5 0 ' P U B L I C R / W & UTILITY E S M ' T DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T AND UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WB E T T E R D A Y C O U R T 5 0 ' P U B L I C R/W & UTILITY EASEMENT SSSSSSSSSSSSSS SS SS S S SSSS S S SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-2.2 969-19PRELIMINARY DEVELOPMENT PLANSUTILITY PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 5 4 3 21 SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW TYPICAL LOT R/W 4" SS C/O (TYP) (ON LOWEST SIDE OF LOT) TYPICAL LOT TYPICAL LOT 5/8" W/M (TYP) TYPICAL LOT UTILITY SERVICE CONNECTION LEGEND EXISTING PROPERTY LINE ADJOINER PROPERTY LINE PROPOSED WATERLINE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED SANITARY SERVICE PROPROSED CLEANOUT W SS UTILITY NOTES: 1.ALL WATER SERVICES SHALL BE INSTALLED DURING ROADWAY CONSTRUCTION. 2.SANITARY SEWER AND WATER SERVICES SHALL BE STUBBED OUT TO ALL LOTS BEFORE FINAL GRADING. 3.ALL WATER MAINS SHALL BE WITHIN DEDICATED STREET RIGHT-OF-WAY OR EASEMENTS, FOR PUBLIC WATER MAINS. CONSTRUCTION EASEMENTS SHALL BE AS REQUIRED AND PERMANENT WATER AND SEWER EASEMENTS SHALL BE 20 FEET WIDE. WATER MAINS AND APPURTENANCES WHICH ARE INSTALLED UNDER NON-DEDICATED STREETS OR PARKING AREAS SHALL BE PRIVATE. WATER MAINS AND APPURTENANCES UNDER PUBLIC STREETS OR IN PUBLIC EASEMENTS OR RIGHT-OF-WAYS MUST BE PUBLIC MAINS. NO WATER MAINS SHALL BE INSTALLED UNDER PRIVATE PAVED AREAS, OR PRIVATELY MAINTAINED AREAS UNLESS THEY ARE PRIVATE MAINS. 4.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. 5.WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18 INCHES, OR THE WATER LINE PASSES UNDER THE SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE AT THE POINT OF CROSSING. THE WATER LINE PIPE SECTION SHALL BE CENTERED AT THE POINT OF CROSSING. IN NO INSTANCE SHALL THERE BE LESS THAN 12” CLEARANCE BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MAINS. 6.ALL PUBLIC UTILITIES INSTALLATION SHALL BE IN CONFORMANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 7.MAXIMUM SPACING OF 500' BETWEEN FIRE HYDRANTS. 8.WATER AND SEWER MAINS SHALL HAVE A MINIMUM OF 3' OF COVER. 9.SANITARY SEWER MANHOLE SPACING SHALL BE A MAXIMUM OF 400'. 10.SANITARY SEWER MANHOLES LOCATED IN FLOODPLAINS OR IN AREAS OF HIGH GROUND WATER SHALL BE WATERPROOFED. 11.TRACER WIRE TO BE INSTALLED ABOVE ALL WATER AND SEWER, INCLUDING SERVICES. WETL WETLWE T L WETL WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLSSSSSSSSSSSSSSSSSSSSWW WWW W W W WWWWWW W W W W W W WWWWWWWWWWWWWWW WWWWWWWWW W W W W W W W W W W WWWWWWWW W W W W W W W 103104 99 100 101 83102 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 565554 53 52 51 50 48 47 46 45 44 43 42 41 686970717273 74 75767778798182 40 39 38 37 36 35 34 32 31 30 PHASE 2 49 80 PHA S E 1 PHA S E 2 PHASE 3PHASE 2DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T AND UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WB E T T E R D A Y C O U R T 5 0 ' P U B L I C R/W & UTILITY EASEMENT GIANNA COURT UTILITY50' PUBLIC R/W & EASEMENTDAY SONG COURT 50' PUBLIC R/ W A N D U T I L I T Y E A S E M E N TCUTTY WAY 50' PUBLIC R/W & UTILITY ESM'TQUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED WESTER PROPERTY SUBDIVISIONSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS S S SS S S SS SS SS SS SS SS SS SS SS SS SSSSSSPROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-2.3 969-19PRELIMINARY DEVELOPMENT PLANSUTILITY PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 5 4 3 21 SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW TYPICAL LOT R/W 4" SS C/O (TYP) (ON LOWEST SIDE OF LOT) TYPICAL LOT TYPICAL LOT 5/8" W/M (TYP) TYPICAL LOT UTILITY SERVICE CONNECTION LEGEND EXISTING PROPERTY LINE ADJOINER PROPERTY LINE PROPOSED WATERLINE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED SANITARY SERVICE PROPROSED CLEANOUT W SS UTILITY NOTES: 1.ALL WATER SERVICES SHALL BE INSTALLED DURING ROADWAY CONSTRUCTION. 2.SANITARY SEWER AND WATER SERVICES SHALL BE STUBBED OUT TO ALL LOTS BEFORE FINAL GRADING. 3.ALL WATER MAINS SHALL BE WITHIN DEDICATED STREET RIGHT-OF-WAY OR EASEMENTS, FOR PUBLIC WATER MAINS. CONSTRUCTION EASEMENTS SHALL BE AS REQUIRED AND PERMANENT WATER AND SEWER EASEMENTS SHALL BE 20 FEET WIDE. WATER MAINS AND APPURTENANCES WHICH ARE INSTALLED UNDER NON-DEDICATED STREETS OR PARKING AREAS SHALL BE PRIVATE. WATER MAINS AND APPURTENANCES UNDER PUBLIC STREETS OR IN PUBLIC EASEMENTS OR RIGHT-OF-WAYS MUST BE PUBLIC MAINS. NO WATER MAINS SHALL BE INSTALLED UNDER PRIVATE PAVED AREAS, OR PRIVATELY MAINTAINED AREAS UNLESS THEY ARE PRIVATE MAINS. 4.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. 5.WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18 INCHES, OR THE WATER LINE PASSES UNDER THE SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE AT THE POINT OF CROSSING. THE WATER LINE PIPE SECTION SHALL BE CENTERED AT THE POINT OF CROSSING. IN NO INSTANCE SHALL THERE BE LESS THAN 12” CLEARANCE BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MAINS. 6.ALL PUBLIC UTILITIES INSTALLATION SHALL BE IN CONFORMANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 7.MAXIMUM SPACING OF 500' BETWEEN FIRE HYDRANTS. 8.WATER AND SEWER MAINS SHALL HAVE A MINIMUM OF 3' OF COVER. 9.SANITARY SEWER MANHOLE SPACING SHALL BE A MAXIMUM OF 400'. 10.SANITARY SEWER MANHOLES LOCATED IN FLOODPLAINS OR IN AREAS OF HIGH GROUND WATER SHALL BE WATERPROOFED. 11.TRACER WIRE TO BE INSTALLED ABOVE ALL WATER AND SEWER, INCLUDING SERVICES. SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWW WWWWWWWW W W W W W W W W W W W W W W W W W W W WWWWWWWWWW100 FPWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW 103104105106107108109110111112113114115116117118119120 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 102 PHASE 3 QUAIL GLEN SUBDIVISION APPLESEED DR 50' PUBLIC R/W & UTILITY ESM'TDAY SONG COURT 50' PUBLIC R/W AND UTILITY EASEMENTDAY PARK CT 50' PUBLIC R/W & UTILITY ESM'TCUTTY WAY 50' PUBLIC R/W & UTILITY ESM'TQUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED RUN OF BRANCH IS PROPERTY LINE WWWSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-2.4 969-19PRELIMINARY DEVELOPMENT PLANSUTILITY PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 5 4 3 21 SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW TYPICAL LOT R/W 4" SS C/O (TYP) (ON LOWEST SIDE OF LOT) TYPICAL LOT TYPICAL LOT 5/8" W/M (TYP) TYPICAL LOT UTILITY SERVICE CONNECTION LEGEND EXISTING PROPERTY LINE ADJOINER PROPERTY LINE PROPOSED WATERLINE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED SANITARY SERVICE PROPROSED CLEANOUT W SS UTILITY NOTES: 1.ALL WATER SERVICES SHALL BE INSTALLED DURING ROADWAY CONSTRUCTION. 2.SANITARY SEWER AND WATER SERVICES SHALL BE STUBBED OUT TO ALL LOTS BEFORE FINAL GRADING. 3.ALL WATER MAINS SHALL BE WITHIN DEDICATED STREET RIGHT-OF-WAY OR EASEMENTS, FOR PUBLIC WATER MAINS. CONSTRUCTION EASEMENTS SHALL BE AS REQUIRED AND PERMANENT WATER AND SEWER EASEMENTS SHALL BE 20 FEET WIDE. WATER MAINS AND APPURTENANCES WHICH ARE INSTALLED UNDER NON-DEDICATED STREETS OR PARKING AREAS SHALL BE PRIVATE. WATER MAINS AND APPURTENANCES UNDER PUBLIC STREETS OR IN PUBLIC EASEMENTS OR RIGHT-OF-WAYS MUST BE PUBLIC MAINS. NO WATER MAINS SHALL BE INSTALLED UNDER PRIVATE PAVED AREAS, OR PRIVATELY MAINTAINED AREAS UNLESS THEY ARE PRIVATE MAINS. 4.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. 5.WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18 INCHES, OR THE WATER LINE PASSES UNDER THE SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE AT THE POINT OF CROSSING. THE WATER LINE PIPE SECTION SHALL BE CENTERED AT THE POINT OF CROSSING. IN NO INSTANCE SHALL THERE BE LESS THAN 12” CLEARANCE BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MAINS. 6.ALL PUBLIC UTILITIES INSTALLATION SHALL BE IN CONFORMANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 7.MAXIMUM SPACING OF 500' BETWEEN FIRE HYDRANTS. 8.WATER AND SEWER MAINS SHALL HAVE A MINIMUM OF 3' OF COVER. 9.SANITARY SEWER MANHOLE SPACING SHALL BE A MAXIMUM OF 400'. 10.SANITARY SEWER MANHOLES LOCATED IN FLOODPLAINS OR IN AREAS OF HIGH GROUND WATER SHALL BE WATERPROOFED. 11.TRACER WIRE TO BE INSTALLED ABOVE ALL WATER AND SEWER, INCLUDING SERVICES. SS SS SSSSSSSSSSSSWETL WETLSSSSSSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSS WETLW E T L W E T L WETLWETLWETLWE T L WETLWETLWETLWETLWETLWETLWETLSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWW WW W W W W WW WW W W 100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP10 0 F P 100 FP 100 FP100 FP100 FP100 FP100 F P 100 FP100 FP 1 0 0 F P 100 FP100 F P 100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FPW W W W W W WW W118119120121122123124 125 126 127 128 129 130 131 132 133 134 135 QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED RUN OF BRANCH IS PROPERTY LINE SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS OLD RUN OF NEILLS CREEK IS PROPERTY LINE20.0' PUBLIC SANITARYSEWER EASEMENT (TYP)EX. 40.0' PU B L I C S A N I T A R Y SEWER EAS E M E N T ( T Y P ) PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-2.5 969-19PRELIMINARY DEVELOPMENT PLANSUTILITY PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 5 4 3 21 SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW TYPICAL LOT R/W 4" SS C/O (TYP) (ON LOWEST SIDE OF LOT) TYPICAL LOT TYPICAL LOT 5/8" W/M (TYP) TYPICAL LOT UTILITY SERVICE CONNECTION LEGEND EXISTING PROPERTY LINE ADJOINER PROPERTY LINE PROPOSED WATERLINE PROPOSED WATER VALVE PROPOSED FIRE HYDRANT PROPOSED SANITARY SERVICE PROPROSED CLEANOUT W SS UTILITY NOTES: 1.ALL WATER SERVICES SHALL BE INSTALLED DURING ROADWAY CONSTRUCTION. 2.SANITARY SEWER AND WATER SERVICES SHALL BE STUBBED OUT TO ALL LOTS BEFORE FINAL GRADING. 3.ALL WATER MAINS SHALL BE WITHIN DEDICATED STREET RIGHT-OF-WAY OR EASEMENTS, FOR PUBLIC WATER MAINS. CONSTRUCTION EASEMENTS SHALL BE AS REQUIRED AND PERMANENT WATER AND SEWER EASEMENTS SHALL BE 20 FEET WIDE. WATER MAINS AND APPURTENANCES WHICH ARE INSTALLED UNDER NON-DEDICATED STREETS OR PARKING AREAS SHALL BE PRIVATE. WATER MAINS AND APPURTENANCES UNDER PUBLIC STREETS OR IN PUBLIC EASEMENTS OR RIGHT-OF-WAYS MUST BE PUBLIC MAINS. NO WATER MAINS SHALL BE INSTALLED UNDER PRIVATE PAVED AREAS, OR PRIVATELY MAINTAINED AREAS UNLESS THEY ARE PRIVATE MAINS. 4.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. 5.WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18 INCHES, OR THE WATER LINE PASSES UNDER THE SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE AT THE POINT OF CROSSING. THE WATER LINE PIPE SECTION SHALL BE CENTERED AT THE POINT OF CROSSING. IN NO INSTANCE SHALL THERE BE LESS THAN 12” CLEARANCE BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MAINS. 6.ALL PUBLIC UTILITIES INSTALLATION SHALL BE IN CONFORMANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 7.MAXIMUM SPACING OF 500' BETWEEN FIRE HYDRANTS. 8.WATER AND SEWER MAINS SHALL HAVE A MINIMUM OF 3' OF COVER. 9.SANITARY SEWER MANHOLE SPACING SHALL BE A MAXIMUM OF 400'. 10.SANITARY SEWER MANHOLES LOCATED IN FLOODPLAINS OR IN AREAS OF HIGH GROUND WATER SHALL BE WATERPROOFED. 11.TRACER WIRE TO BE INSTALLED ABOVE ALL WATER AND SEWER, INCLUDING SERVICES. SS SS SS SS SS SSSSSSSSSSSS SSSS SS SS SS WETLWETLWETLWETLWETLSSSSSSSS WETLWETLWETLWETLWE T L WE T L W W W WWWWETLWETLWETLWW W W W W W W WWWWW W W W W W W W W W W W 103104105106107108109110111112113114115116117118119120121122123124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 99 100 101 83102 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 565554 53 52 51 50 48 47 46 45 44 43 42 41 58 59 60 61 62 63 67686970717273 74 75767778798182 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 1817 16 11 57 65 5 4 3 2 1 66 WWWW10 15 14 13 12 9 8 7 WPHASE 2 PHASE 3 49 80 WET L WET LWETLWETLWETLWET L WETLWETLWETLWETLW E T L WETLWETLWETLWETLWETLWETLPHA S E 1 PHA S E 2 PHASE 2PHASE 1PHASE 3PHASE 264 QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED RUN OF BRANCH IS PROPERTY LINE PEACH GROVE WAY LITTLE BRANCH DRIVEPHASE 1 WSSSS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SSSS SS SSSSSS S S SS SS SS SS SS SS SSOLD RUN OF NEILLS CREEK IS PROPERTY LINE20.0' PUBLIC SANITARYSEWER EASEMENT (TYP)BUS ST O P & KIOS K LESTANA C O U R T 50' PUBLIC R / W & UTILITY ES M ' T DAY F A R M D R I V E 5 0 ' P U B L I C R / W & U T I L I T Y E S M ' T & UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WB E T T E R D A Y C O U R T 50' P U B L I C R / W & UT I L I T Y E S M ' T GIANNA COURT UTILITY50' PUBLIC R/W & ESM'TDAY SONG COURT 50' PUBLIC R/W & UTILITY ESM'T APPLESEED DR 50' PUBLICR/W & UTILITY ESM'TDAY SONG COURT 50' PUBLIC R/W & UTILITY ESM'TDAY PARK CT 50' PUBLICR/W & UTILITY ESM'TQUAIL GLEN SUBDIVISION DAY F A R M D R I V E 5 0 ' PUBL I C R / W A N D U T I L I T Y ESM' T EX. 40.0' PUB L I C S A N I T A R Y SEWER EAS E M E N T ( T Y P ) WESTER PROPERTY SUBDIVISION PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-3.0 969-19PRELIMINARY DEVELOPMENT PLANSOVERALL STORM DRAINAGE PLANTHIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 200 GENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. 5 4 3 21 STORM DRAIN LEGEND CATCH BASIN FLARED END SECTION STORM MH/ JUNCTION BOX STORM DRAINAGE PIPE W W W W W W W W W WWWWWWWWWWWWWWW W W W W W W W 85 84 5655 42 41 58 59 60 61 62 63 67686970 40 39 38 31 30 1817 16 11 57 65 5 4 3 2 1 66 WWWWWWWWWWWWWWWW10 15 14 13 12 9 8 7 WW WWWWWWSHELT E R BUS S T O P & K I O S K WETLWETL WETLWETLW E T L WET L WETL WETLWET L WETLWETLWETLWETLWETLWETLWETLWETLWE T L WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWE T L WE T L WE T L WE T L WET L WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLPHA S E 1 PHA S E 2 PHASE 2PHASE 164 DELCARSO COURT 50' PUBLIC R/W AND UTILITY ESM'TDAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T AND UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WR/W & UTILITY EASEMENT DAY SONG COURT 50' PUBLIC R/W A N D U T I L I T Y E A S E M E N T PHASE 1SSSSSSSSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSPROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-3.1 969-19PRELIMINARY DEVELOPMENT PLANSSTORM DRAINAGE PLANTHIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 GENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. 5 4 3 21 UTILITY NOTES: 1.ALL WATER SERVICES SHALL BE INSTALLED DURING ROADWAY CONSTRUCTION. 2.SANITARY SEWER AND WATER SERVICES SHALL BE STUBBED OUT TO ALL LOTS BEFORE FINAL GRADING. 3.ALL WATER MAINS SHALL BE WITHIN DEDICATED STREET RIGHT-OF-WAY OR EASEMENTS, FOR PUBLIC WATER MAINS. CONSTRUCTION EASEMENTS SHALL BE AS REQUIRED AND PERMANENT WATER AND SEWER EASEMENTS SHALL BE 20 FEET WIDE. WATER MAINS AND APPURTENANCES WHICH ARE INSTALLED UNDER NON-DEDICATED STREETS OR PARKING AREAS SHALL BE PRIVATE. WATER MAINS AND APPURTENANCES UNDER PUBLIC STREETS OR IN PUBLIC EASEMENTS OR RIGHT-OF-WAYS MUST BE PUBLIC MAINS. NO WATER MAINS SHALL BE INSTALLED UNDER PRIVATE PAVED AREAS, OR PRIVATELY MAINTAINED AREAS UNLESS THEY ARE PRIVATE MAINS. 4.WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. 5.WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18 INCHES, OR THE WATER LINE PASSES UNDER THE SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE AT THE POINT OF CROSSING. THE WATER LINE PIPE SECTION SHALL BE CENTERED AT THE POINT OF CROSSING. IN NO INSTANCE SHALL THERE BE LESS THAN 12” CLEARANCE BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MAINS. 6.ALL PUBLIC UTILITIES INSTALLATION SHALL BE IN CONFORMANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 7.MAXIMUM SPACING OF 500' BETWEEN FIRE HYDRANTS. 8.WATER AND SEWER MAINS SHALL HAVE A MINIMUM OF 3' OF COVER. 9.SANITARY SEWER MANHOLE SPACING SHALL BE A MAXIMUM OF 400'. 10.SANITARY SEWER MANHOLES LOCATED IN FLOODPLAINS OR IN AREAS OF HIGH GROUND WATER SHALL BE WATERPROOFED. 11.TRACER WIRE TO BE INSTALLED ABOVE ALL WATER AND SEWER, INCLUDING SERVICES. STORM DRAIN LEGEND CATCH BASIN FLARED END SECTION STORM MH/ JUNCTION BOX STORM DRAINAGE PIPE WETLWETLWETLW W W W W W W WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W WWWWWWW54 53 52 51 50 48 47 46 45 44 43 42 41 58 59 60 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 1817 16 11 57 1 WWWWWWWWWWWWW10 15 14 13 12 9 8 7 SHELT E R BUS S T O P & K I O S K 49 WETLW E T L WET L WETL WETLWETL WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETL WETLWETLW E T L WETLWETL WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLPHA S E 1 PHA S E 2 DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T LESTANA C O U R T 5 0 ' P U B L I C R / W & UTILITY E S M ' T DAY F A R M D R I V E 5 0 ' P U B L I C R / W A N D U T I L I T Y E A S E M E N T AND UTILITY EASEMENTVENTASSO DRIVE 50' PUBLIC R/WB E T T E R D A Y C O U R T 5 0 ' P U B L I C R/W & UTILITY EASEMENT SSSSSSSSSSSSSS SS SS S S SSSS S S SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-3.2 969-19PRELIMINARY DEVELOPMENT PLANSSTORM DRAINAGE PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 5 4 3 21 STORM DRAIN LEGEND CATCH BASIN FLARED END SECTION STORM MH/ JUNCTION BOX STORM DRAINAGE PIPE WETL WETLWE T L WETL WETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLWETLSSWW WWWWW W W W W W W WWWWWWWWWWWWWWW WWWWWWWWW W W W W W W W W W W WWWWWWWW W W W W W W W 103104 99 100 101 83102 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 565554 53 52 51 50 48 47 46 45 44 43 42 41 686970717273 74 75767778798182 40 39 38 37 36 35 34 32 31 30 PHASE 2 49 80 PHA S E 1 PHA S E 2 PHASE 3PHASE 2QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED WESTER PROPERTY SUBDIVISIONSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS S S SS S S SS SS SS SS SS SS SS SS SS SS SSSSSSPROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-3.3 969-19PRELIMINARY DEVELOPMENT PLANSSTORM DRAINAGE PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 5 4 3 21 STORM DRAIN LEGEND CATCH BASIN FLARED END SECTION STORM MH/ JUNCTION BOX STORM DRAINAGE PIPE 100 FPWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW 103104105106107108109110111112113114115116117118119120 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 102 PHASE 3 QUAIL GLEN SUBDIVISION QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED RUN OF BRANCH IS PROPERTY LINE WWWSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-3.4 969-19PRELIMINARY DEVELOPMENT PLANSSTORM DRAINAGE PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 5 4 3 21 STORM DRAIN LEGEND CATCH BASIN FLARED END SECTION STORM MH/ JUNCTION BOX STORM DRAINAGE PIPE SS SS SSSSSSSSSSSSWETL WETLSSSSSSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSS WETLW E T L W E T L WETLWETLWETLWE T L WETLWETLWETLWETLWETLWETLWETL100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP10 0 F P 100 FP 100 FP100 FP100 FP100 FP100 F P 100 FP100 FP 1 0 0 F P 100 FP100 F P 100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FP100 FPW W W W W W WW W118119120121122123124 125 126 127 128 129 130 131 132 133 134 135 QUAIL GLEN PHASES 4-6 CONDITIONALLY APPROVED RUN OF BRANCH IS PROPERTY LINE SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS OLD RUN OF NEILLS CREEK IS PROPERTY LINE20.0' PUBLIC SANITARYSEWER EASEMENT (TYP)EX. 40.0' PU B L I C S A N I T A R Y SEWER EAS E M E N T ( T Y P ) PROJECT NUMBER DRAWING SHEET PROJECT SURVEYOR:PROJECT DESIGNER:PREPARED FOR :DATE :PROJECT ENGINEER:SEAL:REVISIONNO.DATEPARTRIDGE VILLAGE, LLC10305 PENNY ROADRALEIGH, NC 2760704-24-2020TOM SPAULDINGIRIS A. MITCHELLSTANCIL & ASSOCIATESHARNETT COUNTY, NORTH CAROLINAS&N FIRM CERTIFICATION #: C-1875PARTRIDGE VILLAGE SUBDIVISIONC-3.5 969-19PRELIMINARY DEVELOPMENT PLANSSTORM DRAINAGE PLANGENERAL NOTES 1.BOUNDARY PROVIDED BY CE GROUP, INC., STANCIL & ASSOCIATES PROFESSIONAL LAND SURVEYORS, PA. EXISTING UNDERGROUND STRUCTURES AND UTILITIES ARE BASED UPON FIELD SURVEYS AND BEST AVAILABLE INFORMATION. 2.EXISTING TOPOGRAPHICAL INFORMATION SHOWN IS BASED ON INFORMATION PROVIDED BY HARNETT COUNTY GIS. 3.THE CONTRACTOR SHALL CONTACT " NORTH CAROLINA ONE CALL" AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 4.THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONFLICTS INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL BE RESOLVED TO THE SATISFACTION OF HARNETT COUNTY. 5.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 6.H/C RAMPS AND PARKING SPACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. 7.THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SOIL CONDITIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY UNSUITABLE MATERIAL UPON FIRST CONTACT. 8.ALL PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. SIGNAGE FOR THIS SITE MUST COMPLY WITH HARNETT COUNTY. 9.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY MUNICIPAL WATER AND SEWER. ANY UTILITIES NOT LOCATED IN THE 50' UTILITY EASEMENTS SHALL B PUBLICLY DEDICATED ON THE RECORDED MAPS. 10.ALL WATER AND SANITARY SEWER ON THIS SITE SHALL BE PUBLIC. 11.ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. THE MAINTENANCE OF ALL SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. 12.REFER TO APPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGE LOCATIONS. 13.ALL OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. 14.THE HOA SHALL BE RESPONSIBLE FOR MAINTAINING THE STREETSCAPE BUFFER, SIDEWALKS, AND STREET TREES. STREET TREES MAY NOT BE REMOVED. 15.CLEAR CUTTING MUST BE IN COMPLIANCE WITH HARNETT COUNTY CLEAR CUTTING & PROTECTION OF HERITAGE TREE REGULATIONS. CLEAR CUTTING AND PROTECTION OF HERITAGE TREES TO BE SHOWN IN DETAIL AT CONSTRUCTION DRAWING PHASE. 16.ANY DEVELOPMENT WITHIN THE HARNETT COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE CONDUCTED BY LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE HARNETT COUNTY PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. NO FLOOD HAZARD SOILS WILL BE LOCATED ON LOTS FOR THE PROPOSED SUBDIVISION. 17.ANY LOTS IMPACTED BY FLOOD HAZARD AREAS WILL REQUIRE AN ELEVATION CERTIFICATE PRIOR TO CONSTRUCTION. 18.PORTIONS OF LOTS SHOWN ON THIS PLAT ARE LOCATED WITHIN THE FEMA 100 YEAR ZONE "AE" FLOOD HAZARD AREA PER FEMA PANEL MAP NUMBER 3720064200J DATED 10/03/2006. 19.MAINTENANCE OF THE DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOA. 20.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETT COUNTY REGULATIONS. 21.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 22.THIS DEVELOPMENT WAS PLANNED USING THE "COMPATIBILITY DESIGN CONCEPT". 23.NC 210 N IS ON THE NC DOT THOROUGHFARE PLAN. 24.NO UNPERMITTED DISTURBANCE SHALL BE PERMITTED WITHIN THE 30' STREAM BUFFERS. THIS DRAWING IS THE PROPERTY OF: and is not to be reproduced or copied in whole or in part without permission from The Spaulding Group, PA. This drawing is not to be used on any other project and is to be returned to The Spaulding Group, PA, upon request. The Spaulding Group, PA 60 5 4 3 21 STORM DRAIN LEGEND CATCH BASIN FLARED END SECTION STORM MH/ JUNCTION BOX STORM DRAINAGE PIPE