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Home My WebLink AboutJumping Run Landing_prelim plan set30'' W 30'' W 3 0 ' ' W 12'' W JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y VICINITY MAP SINGLE FAMILY RESIDENTIAL 0503-87-5712, 0503-89-7024, 0503-88-4978, 0503-77-3865 PROPOSED USE: ZONING: PIN: RA-20M JUMPING RUN LANDINGPROJECT: SITE DATA ENGINEER: MIKE ZACCARDO, PE PHONE: 919-532-3281 RALEIGH, NC 27607 5410 TRINITY ROAD, SUITE 102 TIMMONS GROUP FAX: 919-859-5663 EMAIL: MIKE.ZACCARDO@TIMMONS.COM FORGE INVESTMENT GROUP, LLC TOTAL DEVELOPED TRACT AREA:138.7 ACRES 709 CROSWELL COURT PROPERTY LOCATION: DEVELOPER: WHITSETT, NC 27377 TOWNSHIP:ANDERSON CREEK PHONE: 919-842-0334 EMAIL: MARK@FIG.LLC NAD83MARK LYCZKOWSKI JUMPING RUN LANDING PRELIMINARY SUBDIVISION PLAN HARNETT COUNTY, NORTH CAROLINA 0503-87-5712, 0503-89-7024, 0503-88-4978, 0503-77-3865 FIG RAY ROAD LLC 7858 CLINARD FARMS RD HIGH POINT, NC 27265 OWNERS OF RECORD 119 JDE ST, SPRINGS LAKE, NC 28390 APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY OR WASTEWATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER AND WASTEWATER SYSTEM TO MEET FUTURE WATER AND WASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL. LAND USE CLASSIFICATION: SITE N/A C0.0 COVERJDE S T RA Y R O A D SR 1 1 2 1 MCKAY DR SR 1122 AZALEA DR SR 1160 HIGHG R O V E D R SR 25 0 8 AGRICULTURAL, MILITARY CORRIDOR BUFFER & CONSERVATION OVERLAY:MILITARY CORRIDOR OVERLAY DISTRICT PRELIMINARY SUBDIVISION NOTES: SIDEWALKS TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA), PROPERTY OWNERS ASSOCIATION (POA), CONDOMINIUM OWNERS ASSOCIATION (COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY SIDEWALK OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETT COUNTY/ DEPARTMENT OF PUBLIC UTILITIES/ HARNETT REGIONAL WATER OR ITS REPRESENTATIVES, AGENTS, OR CONTRACTORS AS A RESULT OF REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE REPLACED OR REPAIRED BY THE HOME OWNERS ASSOCIATION (HOA), PROPERTY OWNERS ASSOCIATION (POA), CONDOMINIUM OWNERS (COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 EXISTING CONDITIONS C2.0 OVERALL SITE PLAN C2.1 DETAILED SITE PLAN - SHEET 1 OF 2 C2.2 DETAILED SITE PLAN - SHEET 2 OF 2 C3.0 PRELIMINARY OVERALL UTILITY PLAN C3.1 PRELIMINARY DETAILED UTILITY PLAN - SHEET 1 OF 2 C3.2 PRELIMINARY DETAILED UTILITY PLAN - SHEET 2 OF 2 C3.3 OFFSITE UTILITY PLAN C4.0 PRELIMINARY OVERAL GRADING & DRAINAGE PLAN C4.1 PRELIMINARY DETAILED GRADING & DRAINAGE PLAN - SHEET 1 OF 2 C4.2 PRELIMINARY DETAILED GRADING & DRAINAGE PLAN - SHEET 2 OF 2 C5.0 LANDSCAPE PLAN C6.0 LIGHTING PLAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANEXISTING PUMP STATION S 3 0 ' ' W 3 0 ' ' W 3 0 ' ' W 30'' W 30'' W 30'' W30'' WWWWWWWW WWWWWW W W W W W1 2 ' ' W 1 2 ' ' WOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPN/F TRUSTEE OF THE J.D. ELLIOTT REVOCABLE TRUST PIN: 0503-77-3865.000 DB 2979, PG 903 AREA: 6.093 ACRES N/F TRUSTEE OF THE J.D. ELLIOTT REVOCABLE TRUST PIN: 0503-87-5712.000 DB 2979, PG 903 AREA: 91.015 ACRES N/F TRUSTEE OF THE J.D. ELLIOTT REVOCABLE TRUST PIN: 0503-89-7024.000 DB 2979, PG 903 AREA: 40.150 ACRES N/F TRUSTEE OF THE J.D. ELLIOTT REVOCABLE TRUST PIN: 0503-88-4978.000 DB 2979, PG 903 AREA: 1.438 ACRES 1.02' OFF PROPERT Y L I N E ZONE AE ZONE AE ZONE AEZONE XZONE X CENTERLINE OF JUMPING RUN CREEK IS THE PROPERTY LINE CENTERLINE OF JUMPING RUN CREEK IS THE PROPERTY LINE CENTERLINE OF JUMPING RUN CREEK IS THE PROPERTY LINE UTILITY EASEMENT (BLANKET) NO WIDTH DB 510, PG 127 60' PERPETUAL RIGHT OF WAY EASEMENT (PUBLIC) DB 586, PG 125 PC E, SLIDE 98-A60' PERPETUAL RIGHT OF WAY EASEMENT (PUBLIC) DB 586, PG 125 PC E, SLIDE 98-A NC GRID COORDINATES NAD 1983 (2011) N= 537,926.84 FT E= 2,009,738.02 JDE STREET (60' PUBLIC R/W) DB 586, PG 125 RAY ROAD S.R. 1121 (60' PUBLIC R/W) PC F, SLIDE 204-C ZONE X OVER H E A D P O W E R XXX X XX X CANOPY LANEJUMPING RUN CREEK JUMPING RUN CREEK JUMPING R U N CREEK JUMPING R U N CREEK 100' CONSERVATION BUFFER PER HARNETT COUNTY UDO ARTICLE X - NATURAL RESOURCES 100' CONS E R V A T I O N B U F F E R PER HARN E T T C O U N T Y UDO ART I C L E X - NATURA L R E S O U R C E S 100' CON S E R V A T I O N B U F F E R PER HARN E T T C O U N T Y UDO ARTIC L E X - NATURA L R E S O U R C E S L29L30 L32L31L3 4 L33 L35 L36L37 L38L39 L40 L42 L41L43L44L45L46L47L49L48L50L51L52L5 3L54L55L56 N60°10'50 " E 1703.50' N60°15'37 " E 199.65' N60°10'5 0 " E 1373.55'S25°29'10"E411.88' L57 L58L59S4°47'43"W132.95'S5°00'18"W136.79'S4°56'25"W401.97'S8°37'39"W746.39'N80 ° 5 1 ' 5 0 " W 34 5 . 4 6 'S8°17'33"W610.87'S61°33'32" W 2731.44' N/F RYAN J. ADAMS AND S. TODD ADAMS AND WIFE WHITNEY S. ADAMS PIN: 0513-17-9109.000 DB 3183, PG 47 N/F THE STATE OF NORTH CAROLINA PIN: 0503-74-8137.000 DB 2759, PG 44 N/F LIBERTY BAPTIST CHURCH OF SPRING LAKE PIN: 0513-08-4910.000 DB 3268, PG 135 N/F WILLIAM ROBERT AND PATRICIA FNYE S. HAIRE PIN: 0503-99-8778.000 DB 613, PG 41 N/F GORDON ADDISON AND BITHA LOUISE NORRIS MASON PIN: 0504-90-3186.000 DB 2506, PG 970 N/F ALISON KRISTINE MASON GIFFORD AND HUSBAND JAMES WARD GIFFORD, II AND BRITTANY NICOLE GIFFORD PIN: 0504-80-6189.000 DB 2739, PG 738 N/F AYESHA MARTINEZ PIN: 0503-89-0350.000 DB 3586, PG 951 N/F GORDON ADDISON AND BITHA LOUISE NORRIS MASON PIN: 0503-68-9726.000 DB 2506, PG 970 N/F UNITED STATES OF AMERICA C/O DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS PIN: 9593-15-5757.000 DB 1184, PG 403 N/F SOUTH CENTRAL WATER & SEWER DISTRICT OF HARNETT COUNTY PIN: 0503-97-5712.000 DB 2541, PG 756 N/FLIBE R T Y B A P T I S T C H U R C H OF SP R I N G L A K E , I N C PIN: 0 5 1 3 - 0 9 - 0 1 8 5 . 0 0 0 DB 33 2 2 , P G 5 1 8 N/F JOSEP H J . & J A C L Y N M . H A R S H PIN: 0 5 1 3 - 0 9 - 0 2 7 8 . 0 0 0 DB 36 0 5 , P G 8 5 2 N/FWILLI A M R O D N E Y H A I R E PIN: 0 5 1 3 - 0 9 - 0 4 7 1 . 0 0 0 DB 26 5 2 , P G 3 0 290 300 300200210220230 240 250 260270 280170180190200210220230240250260270280170180 190200 210200210220 220 1701801902002102302402502602702 8 0 180190 200 PROPERTY LINE TO BE REMOVED PROPERTY LINE TO BE REMOVED EXISTING WETLANDS EXISTING WETLANDS 100 YEAR FLOOD LINE 100 YEAR FLOOD LINEPROPERTY LINE TOBE REMOVEDPROPER T Y L I N E T O BE REM O V E D APPROXIMATE 30" WATER LINE LOCATION APPROXIMATE 12" WATER LINE LOCATION APPROXIMATE SANITARY SEWER LINE LOCATION SEWER LINE & EASEMENT TO BE REMOVED SEWER LINE & EASEMENT TO REMAIN S S S S S S S S S S 8'' SAN8'' SAN 8'' SAN 8'' SAN EX. SSMHRIM=285.11IN(NE)=263.56- 8 " P V C IN(SW)=28 2 . 0 1 - 8 " P V C OUT(W)=2 6 3 . 5 1 - 8 " P V C EX. SSMHRIM=291.91 OUT(NE)=28 6 . 7 8 - 8 " P V C EX. SSMH RIM=285.7 9IN(E)=262.9 9 - 8 " P V COUT(NW)=2 6 2 . 9 4 - 8 " P V C EX. SSMHRIM=282.66IN(SE)=262.16 - 8 " P V COUT(NW)=262 . 1 1 - 8 " P V C EX. SSMHRIM=281.22IN(SE)=261. 6 2 - 8 " P V COUT(SW)=261 . 5 7 - 8 " P V C EX. SSMHRIM=258.24IN(NE)=252.14- 8 " P V C OUT(NW)=2 5 2 . 0 4 - 8 " P V C EX. SSMHRIM=255.96IN(SE)=248.9 6 - 8 " P V C OUT(SW)=2 4 8 . 9 1 - 8 " P V C EX. SSMHRIM=238.28IN(NE)=232.6 8 - 8 " P V C OUT(SW)= 2 3 2 . 6 3 - 8 " P V C EX. SSMHRIM=229.15IN(NE)=223.15 - 8 " P V C OUT(NW)=2 2 3 . 1 0 - 8 " P V C SAN SAN SAN SANSAN EX. SSMH RIM=276.34 OUT(SW)=263.84-8" PVC LINE TABLE LINE L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 BEARING N2°39'39"W N41°40'07"E N15°17'18"E N0°32'49"W N21°04'54"W N59°27'26"W S64°33'14"W N3°26'54"W N41°14'08"E N21°21'54"E N42°27'42"E N69°47'13"E N29°44'03"E N4°14'54"W N9°03'18"W N48°29'14"E N14°39'44"E N37°44'08"W LENGTH 96.00' 81.26' 168.89' 86.02' 48.98' 46.51' 56.14' 111.95' 179.65' 98.39' 65.61' 126.76' 121.30' 45.81' 112.72' 68.25' 99.73' 15.73' LINE TABLE LINE L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 BEARING N37°44'08"W N26°42'50"W N85°00'52"W N12°21'14"E N20°48'17"W N20°48'17"W N42°10'23"W N17°15'01"W N18°03'16"E N50°11'58"W S85°09'10"E S4°56'25"W S4°55'01"W LENGTH 316.41' 92.71' 37.89' 45.80' 126.48' 69.36' 181.82' 79.37' 76.59' 18.02' 60.77' 75.60' 76.48' JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 1" = 150' C1.0 EXISTING CONDITIONS0 300' SCALE 1"=150' 150' NOTES: 1.BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP, DATED FEBRUARY 25, 2021. 2.TOPOGRAPHIC INFORMATION TAKEN FROM HARNETT COUNTY GIS. 3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND ZONE AE IN ACCORDANCE WITH FIRM MAP NUMBERS 3720050300K WITH AN EFFECTIVE DATE OF JANUARY 5, 2007. 4.WETLANDS AND WATERS DELINEATION BY TIMMONS GROUP, DATED OCTOBER 23, 2020. PROPERTY LINE OVERHEAD POWER POWER POLES LEGEND NAD 83OHP WETLANDS EXISTING EASEMENT 100 YEAR FLOODPLAIN S 3 0 ' ' W 30'' W 30'' W 30'' W30'' W1 2 ' ' WXXX X XX X JUMPING RUN CREEK JUMPING RUN CREEK 100' CONSERVATION BUFFER PER HARNETT COUNTY UDO ARTICLE X - NATURAL RESOURCES IMPROVED OPEN SPACE 1 129,305 SF 2.97 AC OPEN SPACE 4 2,214,559 SF 50.84 AC OPEN SPACE 3 7,824 SF OPEN SPACE 5 297,268 SF 6.82 AC OPEN SPACE 6 21,055 SF 0.48 AC 186 187 188 178 181180 189 193192191190 164 163 162 161 36 35 43 34 42 33 41 32 40 31 39 3038 29 179 173174 176 68 149 150 15 7 14 13 12 11 18 10 17 9 16 8 45 46 102 145 170 103 146 171 104 147 172 47 140 148 48 141 166 49 142 167 50 143 168 51 144 169 122 114121120 128 119 127 118 125 117 124 116 123 115 132 137 131 138 130 139 129 136 135 134 133 108 97 107 96 106 94 105 93 112 101 92 111 100 91 110 99 113109 98 152 160 153 154 155 156 157 66 158 151 159 23 22 21 20 28 19 27 44 26 24 165 126 65 67 25 95 37 177 175 70 79 87 71 80 88 72 81 89 73 82 90 74 83 69 75 84 77 85 78 86 53 54 63 55 64 56 58 59 60 61 62 57 76 1 2 3 4 5 6 JDE STREET JDE S T R E E T OPEN SPACE 2 104,130 SF 2.39 AC52DAFFODIL DR IVE FROG JUMP DRIVEDAFFODIL DRIVEFROG JUMP DRIVELAVENDER COURT WATER BUG ROADTADPOLE DRIVEBLOOMING WA Y SNAPDRAGON DRIVEPS LAR K S P U R C O U R T RAY ROADSR 112160' CANOPY LANE EASEMENTBLOO MI N G W A Y PHA S E 1 PHA S E 2 JDE STR E E T 182 183 184 185 PHASE 1 PHASE 2 PHASE 1PHASE 2PROPOSED IMPROVEMENTS: DOG PARK FIRE PIT COMMUNITY PARK TOT LOT MATCHLINE SHEET C2 .1MATCHLINE SHEET C2.2JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 1" = 150' C2.0 OVERALL SITE PLAN0 300' SCALE 1"=150' 150' LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE PROPOSED BUILDING SETBACK LINENAD 83DEVELOPER: ENGINEER: TIMMONS GROUP MIKE ZACCARDO, PE 5410 TRINITY ROAD, STE. 102 RALEIGH, NC 27607 PHONE: 919-532-3281 SITE DATA OWNER OF RECORD: 965,000 SF MAIL KIOSK & AMENITY IMPERVIOUS AREA ROADWAY IMPERVIOUS AREA IMPERVIOUS DATA IMPERVIOUS WITHIN LOTS (5,000 SF PER 193 LOTS) TOTAL SITE IMPERVIOUS AREA 40,000 SF 343,530 SF 1,348,530 SF 30.96 AC (22.32%) TOTAL EXISTING TRACT = 138.7 acres EXISTING ZONING = RA-20M LAND USE CLASSIFICATION = AGRICULTURAL, MILITARY CORRIDOR BUFFER & CONSERVATION PROPOSED NUMBER OF LOTS = 193 PROPOSED DENSITY = 1.39 du/a MINIMUM REQUIRED LOT WIDTH = 70' MINIMUM LOT SIZE REQUIRED = 12,000 sq.ft. MINIMUM LOT SIZE PROVIDED = 12,000 sq.ft. AVERAGE LOT SIZE PROVIDED = 13,963 sq.ft. 20% REQUIRED OPEN SPACE = 27.74 acres PROVIDED OPEN SPACE = 63.68 acres (45.9%) REQUIRED IMPROVED OPEN SPACE = 27.74 acres(10%) = 2.78 acres PROVIDED IMPROVED OPEN SPACE = 2.94 acres TOTAL LENGTH OF ROADS = 11,895 LF SETBACKS: FRONT: 25' REAR: 20' SIDE: 10' CORNER: 20' 1.BOUNDARY INFORMATION TAKEN FROM SURVEY BY TIMMONS GROUP, DATED FEBRUARY 25, 2021. 2.EXISTING STRUCTURES TO BE REMOVED PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE BEFORE DIGGING. 4.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 5.ALL STREETS SHALL BE PUBLIC. 6.ALL UTILITIES SHALL BE UNDERGROUND. 7.EACH LOT WILL BE SERVED BY HARNETT COUNTY PUBLIC WATER. 8.EACH LOT WILL BE SERVED BY HARNETT COUNTY PUBLIC SEWER. 9.NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. 10.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION. 11.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. 12.STREET NAMES MUST BE APPROVED BY HARNETT COUNTY GIS PRIOR TO FINAL PLAT. 13.DEDICATED OPEN SPACE AREAS AND DRAINAGE EASEMENTS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 14.HOMEOWNERS ASSOCIATION (HOA) IS RESPONSIBLE FOR MAINTENANCE OF THE MAIL KIOSK, SIDEWALKS, ASSOCIATED PARKING AREA AND ALL LANDSCAPE BUFFERING. 15.ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS SHALL REFLECT THIS REQUIREMENT. 16.EXISTING HOMES SHALL BE REMOVED PRIOR TO FINAL APPROVAL. 17.FOUNDATION SURVEY WILL BE REQUIRED ON ALL LOTS THAT ARE LESS THAN 15,000 SQUARE FEET. 18.RAY ROAD IS ON NCDOT THOROUGHFARE PLAN. 19.HARNETT COUNTY ASSUMES NO LIABILITY ASSOCIATED WITH ISSUES RELATING TO THE WATER CONTAINMENT STRUCTURE. GENERAL NOTES AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. ____________________________________________ _____________ OWNER SIGNATURE DATE OWNER CONSENT FORM FORGE INVESTMENT GROUP, LLC 709 CROSWELL CT WHITSETT, NC 27377 PHONE: 919-842-0334 EMAIL: MARK@FIG.LLC MARK LYCZKOWSKI FIG RAY ROAD LLC 7858 CLINARD FARMS RD HIGH POINT, NC 27265 OPEN SPACE TABLE PIN #s = 0503-87-5712, 0503-89-7024, 0503-88-4978, 0503-77-3865 DB: 3880 PG: 013 FIRM MAP = 3720050300K EFFECTIVE 1/5/2007 TYPICAL SECTION FOR 60' ROW STREETS NOT TO SCALE SIDEWALK SHOULDER STANDARD CURB & GUTTER 8" ABC 2 1/2" S-9.5B SLOPE 3:1 MAXSLOPE 3:1 MAX 1/4"/FT.1/4"/FT.1/4"/FT.1/4"/FT. 2.5'5'5'2.5'30' PAVEMENT RIGHT OF WAY 60' C/L 2.5'12.5' SIDEWALK SHOULDER STANDARD CURB & GUTTER **THIS DEVELOPMENT WAS APPROVED USING THE COMPATIBILITY DESIGN CONCEPT. **NO UNPERMITTED DISTURBANCE WILL BE ALLOWED IN DESIGNATED WETLAND AREAS. STREET TABLE TYPICAL SECTION FOR 50' ROW STREETS NOT TO SCALE SIDEWALK SHOULDER STANDARD CURB & GUTTER 8" ABC 2 1/2" S-9.5B SLOPE 3:1 MAXSLOPE 3:1 MAX 1/4"/FT.1/4"/FT.1/4"/FT.1/4"/FT. 1'5'4.5'2.5'24' PAVEMENT RIGHT OF WAY 50' C/L 2.5'10.5' SIDEWALK SHOULDER STANDARD CURB & GUTTER XXXX X X XXX X CANOPY LANE39' 75' 75' 75' 75'75'75'39'36' 75' 75' 75' 75' 75' 75' 75' 75' 64'160'87' 75' 75' 75' 75' 75' 75' 75' 75'160'160'160'75' 75'160'160'160'160'160'160'160'160'158'160'160'160'1 3 7 '59 '2'16'26'35'55'69'42'29'60'39'84 ' 5 1 ' 7 5 '72' 36' 78' 28' 80' 75' 20'129'44' 98'160'153'139'162'23'48'98'88'1 6 0 ' 16 6 ' 170'48'126'75 ' 75 ' 75 ' 75 ' 15 7 ' 39'60'75'75'75'75'75'75'75'75'75'16'133'35'160'2'75'85'1 8 2 '60'75'75'75'75'75'44'37'1'75'75'75'13'125'2'59'3 9 ' 135'141'34'63'42'33'75'15'16'44'75'75'75'75'75'60'39'13 5 ' 13 5 ' 39' 16 0 '75'75'75'75'75'85'16 0 ' 16 0 ' 16 4 '61'41'34'41'84'160' 16 0 ' 1 6 0 ' 16 0 ' 1 6 0 ' 166' 16 0 ' 16 0 ' 16 0 ' 16 0 ' 16 0 ' 16 0 '71'61'14'16 0 ' 16 1 ' 16 0 ' 16 0 '1'56'28'75'52'23'75'75'66'9'31'160'103'128'160' 189'75'75'75'75'75'60'3 9 ' 134'2'75'75'75'75'75'85'75'75'75'75'75'60'39'135'135'39'60'75'75'75'75'75'160'160'75'75'75'75'75'85'160'160' 160'160' 160'160' 160'160' 160'160' 41' 52'67'160'89' 86' 75' 75' 68' 57' 67' 1 4 9 '160' 7'24'207'69' 75' 50'33'96'94'16' 120' 3 8 '59'75'92'85'75'75'75'75'75'53'22'75'63'36'78' 40'44' 98' 101' 26' 160'65'75'91'160'57'75'75'75'75'75'160'91'39'36'75'160' 160'83'41' 160'103'127'206'160'31'145'205'160'188'76' 50' 75'162'203'160'195'192'160'135'175'39' 47 ' 12' 75' 27' 48' 75' 75' 75' 60' 38 '137'134'41'70' 81' 81' 81' 81' 81' 51' 65' 27 ' 47 '39'87' 5'75'1'74' 7'68'13' 79' 81'160'49'17' 78 '160'160'160'194'160'160'162'160'160'160'160'160'156'85'85'70'39' 84 ' 5 1 '131'123'94'63'41'64' 75' 75' 75' 39' 69' 23' 47 '39'160'37'23'15' 75' 75'72'160'16 0 '69'85'91'52 ' 75 '160'16 0 '181'221'160'39' 47 ' 16' 75' 23' 58' 81' 81' 81' 81' 81' 69'38'137'134'41'64' 75' 75' 75' 75' 75' 40' 75'75'75'137'4 7 '61'123'18'216'160'82' 19'56'25'50'31'44'37'38'43'32'49'26' 70' 27' 93' 11'66' 46'160'160'160'160'160'160'169'161'185'162'193'160'202'160'160'160'160'18 0 ' 18 0 ' 18 0 ' 18 0 ' 18 0 ' 18 0 ' 18 0 ' 18 0 ' 18 0 ' 75 ' 75 '73'75'75'75'75'75'75'75'13'258'160' 26 5 ' 26 5 ' 26 6 ' 26 6 ' 26 7 ' 12'87'74'75'135'39'60'75'75'75'75'75'160'85'75'3'72'75'75'75'74' 69'70'75'175'26 7 '163'164'2 6 8 '162'26 8 ' 160' 160' 160' 160' 160'163'160'163'52 14,924 SF 0.34 AC IMPROVED OPEN SPACE 1 129,305 SF 2.97 AC OPEN SPACE 4 2,214,559 SF 50.84 AC OPEN SPACE 3 7,824 SF 193 14,112 SF 0.32 AC 192 13,726 SF 0.32 AC 164 20,123 SF 0.46 AC 163 13,519 SF 0.31 AC 162 13,580 SF 0.31 AC 161 16,012 SF 0.37 AC 36 12,000 SF 0.28 AC 35 12,000 SF 0.28 AC43 12,000 SF 0.28 AC 34 12,000 SF 0.28 AC 42 12,000 SF 0.28 AC 33 12,000 SF 0.28 AC 41 12,000 SF 0.28 AC 32 12,000 SF 0.28 AC 40 13,736 SF 0.32 AC 31 12,000 SF 0.28 AC 39 13,651 SF 0.31 AC 30 12,000 SF 0.28 AC 38 13,655 SF 0.31 AC 29 12,000 SF 0.28 AC 68 12,000 SF 0.28 AC 149 15,314 SF 0.35 AC 150 13,630 SF 0.31 AC 70 12,000 SF 0.28 AC 79 14,889 SF 0.34 AC 87 12,000 SF 0.28 AC 71 12,000 SF 0.28 AC 80 13,241 SF 0.30 AC 88 12,000 SF 0.28 AC 72 12,000 SF 0.28 AC 81 20,135 SF 0.46 AC 89 12,000 SF 0.28 AC 73 12,000 SF 0.28 AC 82 14,256 SF 0.33 AC 90 13,466 SF 0.31 AC 74 12,000 SF 0.28 AC 83 12,000 SF 0.28 AC 69 13,466 SF 0.31 AC 75 12,305 SF 0.28 AC 84 12,776 SF 0.29 AC 77 12,000 SF 0.28 AC 85 12,000 SF 0.28 AC 78 12,072 SF 0.28 AC 86 12,000 SF 0.28 AC 53 17,320 SF 0.40 AC 15 12,000 SF 0.28 AC 7 12,000 SF 0.28 AC 14 12,000 SF 0.28 AC 13 13,466 SF 0.31 AC 12 13,466 SF 0.31 AC 11 12,000 SF 0.28 AC 18 12,000 SF 0.28 AC 10 12,000 SF 0.28 AC 17 12,000 SF 0.28 AC 9 12,000 SF 0.28 AC 16 12,000 SF 0.28 AC 8 12,000 SF 0.28 AC 45 23,415 SF 0.54 AC 46 13,427 SF 0.31 AC 102 13,871 SF 0.32 AC 145 12,000 SF 0.28 AC 103 12,000 SF 0.28 AC 146 12,644 SF 0.29 AC 104 12,033 SF 0.28 AC 147 14,120 SF 0.32 AC 172 15,603 SF 0.36 AC 47 15,502 SF 0.36 AC 140 13,392 SF 0.31 AC 148 18,004 SF 0.41 AC 48 15,405 SF 0.35 AC 141 12,000 SF 0.28 AC 166 14,811 SF 0.34 AC 49 15,350 SF 0.35 AC 142 12,000 SF 0.28 AC 167 14,443 SF 0.33 AC 50 15,145 SF 0.35 AC 143 12,000 SF 0.28 AC 168 15,638 SF 0.36 AC 51 14,053 SF 0.32 AC 144 12,000 SF 0.28 AC 122 13,959 SF 0.32 AC 114 14,138 SF 0.32 AC 121 14,517 SF 0.33 AC 120 12,960 SF 0.30 AC 128 17,715 SF 0.41 AC 119 12,960 SF 0.30 AC 127 17,737 SF 0.41 AC 118 12,960 SF 0.30 AC 125 12,000 SF 0.28 AC 117 12,960 SF 0.30 AC 124 12,000 SF 0.28 AC 116 12,960 SF 0.30 AC 123 12,000 SF 0.28 AC 115 14,601 SF 0.34 AC 132 12,000 SF 0.28 AC 137 13,315 SF 0.31 AC 131 12,000 SF 0.28 AC 138 13,600 SF 0.31 AC 130 13,468 SF 0.31 AC 139 15,006 SF 0.34 AC 129 15,366 SF 0.35 AC 136 17,209 SF 0.40 AC 135 15,590 SF 0.36 AC 134 14,230 SF 0.33 AC 133 12,000 SF 0.28 AC 108 12,960 SF 0.30 AC 97 12,000 SF 0.28 AC 107 12,960 SF 0.30 AC 96 12,000 SF 0.28 AC 106 12,960 SF 0.30 AC 94 14,068 SF 0.32 AC105 15,343 SF 0.35 AC 93 14,635 SF 0.34 AC 112 17,564 SF 0.40 AC 101 13,665 SF 0.31 AC 92 14,551 SF 0.33 AC 111 14,156 SF 0.32 AC 100 12,000 SF 0.28 AC 91 24,320 SF 0.56 AC 110 12,960 SF 0.30 AC 99 12,000 SF 0.28 AC 113 20,468 SF 0.47 AC 109 12,960 SF 0.30 AC 98 12,000 SF 0.28 AC 54 17,068 SF 0.39 AC 63 13,500 SF 0.31 AC 55 13,498 SF 0.31 AC 64 15,166 SF 0.35 AC 56 13,498 SF 0.31 AC 58 14,548 SF 0.33 AC 59 13,500 SF 0.31 AC 60 13,500 SF 0.31 AC 61 13,500 SF 0.31 AC 62 13,500 SF 0.31 AC 152 19,890 SF 0.46 AC 160 17,453 SF 0.40 AC 153 19,923 SF 0.46 AC 154 19,956 SF 0.46 AC 155 19,989 SF 0.46 AC 156 20,021 SF 0.46 AC 157 20,054 SF 0.46 AC 66 12,194 SF 0.28 AC 158 20,087 SF 0.46 AC 151 19,857 SF 0.46 AC 159 25,934 SF 0.60 AC 23 12,000 SF 0.28 AC 22 12,000 SF 0.28 AC 21 12,000 SF 0.28 AC 20 12,000 SF 0.28 AC 28 12,160 SF 0.28 AC 19 12,000 SF 0.28 AC 27 12,585 SF 0.29 AC 44 12,161 SF 0.28 AC 26 12,531 SF 0.29 AC 24 13,466 SF 0.31 AC OPEN SPACE 5 297,268 SF 6.82 AC 165 16,211 SF 0.37 AC 126 13,406 SF 0.31 AC 65 12,244 SF 0.28 AC 67 12,132 SF 0.28 AC 57 13,500 SF 0.31 AC 76 12,004 SF 0.28 AC 25 12,212 SF 0.28 AC 95 12,008 SF 0.28 AC 37 12,914 SF 0.30 AC OPEN SPACE 6 21,055 SF 0.48 AC 1 13,549 SF 0.31 AC 2 12,072 SF 0.28 AC 3 12,072 SF 0.28 AC 4 12,072 SF 0.28 AC 5 12,072 SF 0.28 AC 161' 161' 161' 161' 161' 161' 71' 18 2 ' 75 ' 75' 75' 67 ' 75 ' 8' 6 12,072 SF 0.28 AC 50' PUB L I C R O W & U T I L I T Y - 2 9 ' B - B JDE ST R E E T 50' PUBL I C R O W & U T I L I T Y - 2 9 ' B - B JDE STR E E T OPEN SPACE 2 104,130 SF 2.39 AC50' PUBLIC ROW & UTILITY - 29' B-BDAFFODIL DRIVE50' PUBLIC ROW & UTILITY - 29' B-BFROG JUMP DRIVE50' PUBLIC RO W & UTILITY - 29' B-BDAFFODIL DRIVE50' PUBLIC ROW & UTILITY - 29' B-BFROG JU MP DRIVE 50' PUB L I C R O W & U T I L I T Y - 2 9 ' B - B LAVEN D E R C O U R T 50' PUBL I C R O W & U T I L I T Y - 2 9 ' B - B WATER B U G R O A D50' PUBLIC ROW & UTILITY - 29' B-BTADPOLE DRIVE2'113'75'75'75'17'70'75'75'75'75'75'85'18 0 ' 18 0 ' 18 0 '44'75'75'75'75'75'60'39'15 5 ' 18 0 ' 18 0 ' 18 0 ' 18 0 ' 189' 18 0 ' 18 0 ' 18 0 ' 35' 50 ' P U B L I C R O W & U T I L I T Y - 2 9 ' B - B L A R K S P U R C O U R T RAY ROADSR 112160' CANOPY LANE EASEMENT BLOOMIN G W A Y PHAS E 1 PHAS E 2 50' PUBLIC R O W & U T I L I T Y - 2 9 ' B - B 60' PUBLIC ROW & UTILITY - 35' B-B JDE STREET 13'98' 98'97' PHASE 1 PHASE 2 PHASE 1PHASE 230' STREETSCAPE BUFFERMATCHLINE SHEET C2.1MATCHLINE SHEET C2.2TEMPORARY TURNAROUND & EASEMENT TEMPORARY TURNAROUND & EASEMENT MAIL KIOSK SIGN EASEMENT WETLAND TO BE IMPACTED BY ROAD CONSTRUCTION AND WILL BE REMOVED FROM LOT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT TEMPORARY TURNAROUND & EASEMENT 20' PUBLIC UTILITY EASEMENT S41°48 ' 4 4 " W 125.01' R=500.0 0 ' L=41.59' S46°34'42 " W 359.94' R=500.00' L=305.99'S29°56'53"E494.62'R=230.00'L=140.08'S4°57'00"W122.90'R=230.00'L=14.76'S8°37'39"W 1329.93'R=230.00'L=148.80'S28°26'28"E27.19'N 8 1 ° 2 2 ' 2 1 " W 13 3 . 6 9 'R=400.00 'L=426.89 'N20°13'31"W856.59'N72°52' 5 0 " E 380.17' R= 2 3 0 . 0 0 ' L=1 0 3 . 3 5 ' S 8 1 ° 2 2 ' 2 1 " E 97 . 4 4 ' N72°52' 5 0 " E 578.69' R= 2 3 0 . 0 0 ' L=1 0 3 . 3 5 ' S 8 1 ° 2 2 ' 2 1 " E 97 . 4 4 ' S8 1 ° 2 2 ' 2 1 " E 63 0 . 0 0 'S29°56'53"E615.09'R=230.00'L=140.08'S4°57'00"W 239.19'R=600.00'L=38.51'S8°37'39"W 528.87'N45°59'49"W25.00 ' N44°00'1 1 " E 263.77' R=500.00' L=252.00' N72°52' 5 0 " E 699.99' R=800.00' L=179.11' N60°03'12"E 824.40' R=300.00' L=75.60' N45°36'4 9 " E 26.42' R=360.00' L=76.88' N57°50'56"E 416.57' JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 1" = 100' C2.1 DETAILED SITE PLAN - SHEET 1 OF 20 SCALE 1"=100' 200'100' LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE PROPOSED BUILDING SETBACK LINENAD 83PROPOSED IMPROVEMENTS: DOG PARK FIRE PIT COMMUNITY PARK TOT LOT 39' 75' 75' 75' 75'75'75'39'36' 75' 75' 75' 75' 75' 75'160'87' 75' 75' 75' 75' 75' 75'160'160'160'75' 75'160'160'160'160'160'160'160'160'158'160'4 5 ' 5 2 ' 41'154'142'86' 67' 95'160'143'182' 1 3 7 ' 59 '2'16 '26'142'29'4 5 ' 45'45'55'160' 132'28'83'75'22'80'60'39' 80' 151'31'152' 2 1 '40'24'75'75'75'112'24'39'27'19'59' 2' 13' 2 8 '156'76' 21'35'55'69'42'29'60'39'84 ' 5 1 ' 7 5 '72' 36' 78' 28' 80' 75' 20' 55' 75' 63' 39'24'133'33'57'75'160'73'129'44' 75' 17'64' 98'160'160'160'153'139'162'23'48'98'88'16 0 ' 166 ' 170'48'126'75'75'75'75'75'75'16'133'35'41' 52'67'160'89' 86' 75' 75' 68' 57' 67' 1 4 9 ' 160' 7'24'207'69' 75' 50'33'96'94'16' 120' 3 8 '59'75'92'85'75'75'75'75'75'53'22'75'63'36'78' 40' 44' 98' 101' 26' 59' 135'39'60'75'75'23'160'65'75'91'160'57'75'75'75'75'75'160' 160'91'39'36'75'85'160' 160' 160'83'160' 41' 160'103'127'206'160'31'145'205'160'188'76' 50' 75'162'203'160'195'192'160' 75' 27' 48' 75' 75' 75' 60'38'137'134'41'70' 81' 81' 81' 81' 87' 5'75' 1'74'7'68'13' 79'160'160'160'160'160'162'160'160'160'156'85'85'70'39' 84 ' 5 1 '13 1 '123'94'63'41'64' 75' 75' 75' 39' 69' 23 '160'37'23'15' 75' 75'72'160'1 6 0 '69'85'91'52 ' 75 '160'16 0 '181'221'160'81' 81' 81' 81' 69'38'137'134'41'64' 75' 75' 75'160'82' 19'56' 25'50'31'44' 37'160'160'160'160'160'160'160'75'75'13'258'160' 106'30'15' 160' 160' 26 7 '175'2 6 7 ' 26 8 ' 26 8 ' OPEN SPACE 4 2,214,559 SF 50.84 AC 178 12,902 SF 0.30 AC 181 13,229 SF 0.30 AC 180 12,023 SF 0.28 AC 189 14,270 SF 0.33 AC 193 14,112 SF 0.32 AC 192 13,726 SF 0.32 AC 191 12,462 SF 0.29 AC 190 12,000 SF 0.28 AC 164 20,123 SF 0.46 AC 163 13,519 SF 0.31 AC 162 13,580 SF 0.31 AC 161 16,012 SF 0.37 AC 36 12,000 SF 0.28 AC 35 12,000 SF 0.28 AC43 12,000 SF 0.28 AC 34 12,000 SF 0.28 AC 42 12,000 SF 0.28 AC 33 12,000 SF 0.28 AC 41 12,000 SF 0.28 AC 32 12,000 SF 0.28 AC 40 13,736 SF 0.32 AC 31 12,000 SF 0.28 AC 39 13,651 SF 0.31 AC 38 13,655 SF 0.31 AC 179 23,387 SF 0.54 AC 173 15,625 SF 0.36 AC 174 16,102 SF 0.37 AC 176 12,223 SF 0.28 AC 45 23,415 SF 0.54 AC 46 13,427 SF 0.31 AC 102 13,871 SF 0.32 AC 145 12,000 SF 0.28 AC 170 12,000 SF 0.28 AC 103 12,000 SF 0.28 AC 146 12,644 SF 0.29 AC 171 12,000 SF 0.28 AC 104 12,033 SF 0.28 AC 147 14,120 SF 0.32 AC 172 15,603 SF 0.36 AC 47 15,502 SF 0.36 AC 140 13,392 SF 0.31 AC 148 18,004 SF 0.41 AC 48 15,405 SF 0.35 AC 141 12,000 SF 0.28 AC 166 14,811 SF 0.34 AC 49 15,350 SF 0.35 AC 142 12,000 SF 0.28 AC 167 14,443 SF 0.33 AC 50 15,145 SF 0.35 AC 143 12,000 SF 0.28 AC 168 15,638 SF 0.36 AC 51 14,053 SF 0.32 AC 144 12,000 SF 0.28 AC 169 13,466 SF 0.31 AC 122 13,959 SF 0.32 AC 121 14,517 SF 0.33 AC 120 12,960 SF 0.30 AC 119 12,960 SF 0.30 AC 118 12,960 SF 0.30 AC 125 12,000 SF 0.28 AC 117 12,960 SF 0.30 AC 124 12,000 SF 0.28 AC 123 12,000 SF 0.28 AC 132 12,000 SF 0.28 AC 137 13,315 SF 0.31 AC 131 12,000 SF 0.28 AC 138 13,600 SF 0.31 AC 130 13,468 SF 0.31 AC 139 15,006 SF 0.34 AC 129 15,366 SF 0.35 AC 136 17,209 SF 0.40 AC 135 15,590 SF 0.36 AC 134 14,230 SF 0.33 AC 133 12,000 SF 0.28 AC 108 12,960 SF 0.30 AC 107 12,960 SF 0.30 AC 106 12,960 SF 0.30 AC 105 15,343 SF 0.35 AC 101 13,665 SF 0.31 AC 100 12,000 SF 0.28 AC 99 12,000 SF 0.28 AC 98 12,000 SF 0.28 AC 160 17,453 SF 0.40 AC 155 19,989 SF 0.46 AC 156 20,021 SF 0.46 AC 157 20,054 SF 0.46 AC 158 20,087 SF 0.46 AC 159 25,934 SF 0.60 AC 44 12,161 SF 0.28 AC OPEN SPACE 5 297,268 SF 6.82 AC 165 16,211 SF 0.37 AC 126 13,406 SF 0.31 AC 37 12,914 SF 0.30 AC 24' 19'59' 2' 54' 160' 160'40'75'53'28' 106'85'160' 160' 186 12,024 SF 0.28 AC 187 12,000 SF 0.28 AC 188 12,383 SF 0.28 AC 177 12,071 SF 0.28 AC 175 14,747 SF 0.34 AC 71' 75' 75' 50' PUB L I C R O W & U T I L I T Y - 2 9 ' B - B JDE ST R E E T 50' PUB L I C R O W & U T I L I T Y - 2 9 ' B - B JDE STR E E T 50' PUB L I C R O W & U T I L I T Y - 2 9 ' B - B LAVEND E R C O U R T 50' PUB L I C R O W & U T I L I T Y - 2 9 ' B - B WATER B U G R O A D50' PUBLIC ROW & UTILITY - 29' B-BTADPOLE DRIVE50' P U B L I C R O W & U T I L I T Y - 2 9 ' B - B BLO O M I N G W A Y 50' PUBLIC ROW & UTILITY - 29' B-BSNAPDRAGON DRIVEBLOOMIN G W A Y PHAS E 1 PHAS E 2 50' PUBLI C R O W & U T I L I T Y - 2 9 ' B - B 182 13,631 SF 0.31 AC 183 12,000 SF 0.28 AC 184 12,000 SF 0.28 AC 185 12,000 SF 0.28 AC54'75'75'75'160' 160' 98' 98'97' 57' 23'72'15'MATCHLINE SHEET C2.1MATCHLINE SHEET C2.2TEMPORARY TURNAROUND & EASEMENT TEMPORARY TURNAROUND & EASEMENT PROPOSED PUMP STATION 10' GRAVEL DRIVE & 20' PUBLIC UTILITY EASEMENT 20' PUBLIC UTILITY EASEMENT WETLAND TO BE IMPACTED BY ROAD CONSTRUCTION AND WILL BE REMOVED FROM LOT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 100' CONSERVATION BUFFER PER HARNETT COUNTY UDO ARTICLE X - NATURAL RESOURCES 100' CONSERVATION BUFFER PER HARNETT COUNTY UDO ARTICLE X - NATURAL RESOURCES 20' PUBLIC UTILITY EASEMENT N81° 3 8 ' 3 1 " E 25.0 0 'S8°21'29"E356.73'R=500.00'L=175.26'S28°26'28"E247.25'S41°48' 4 4 " W 125.01' R=500.00 ' L=41.59 ' S46°34'42 " W 359.94' R=500.00' L=305.99' S81 ° 3 8 ' 3 1 " W 429. 6 2 'R=230.00'L=148.80'S28°26'28"E27.19'N 8 1 ° 2 2 ' 2 1 " W 13 3 . 6 9 'R=400.00 'L=426.89 'N20°13'31"W856.59'N72°52' 5 0 " E 380.17' R=2 3 0 . 0 0 ' L=1 0 3 . 3 5 ' N72°52' 5 0 " E 578.69'N45°59'49"W25.00' N44°00'1 1 " E 263.77' R=500.00' L=252.00' N72°52' 5 0 " E 699.99' JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 1" = 150' C2.2 DETAILED SITE PLAN - SHEET 2 OF 20 SCALE 1"=100' 200'100' LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE PROPOSED BUILDING SETBACK LINE NAD 83TEMPORARY HAMMERHEAD TURNAROUND 50' RIGHT-OF-WAY B-B WIDTH ROWSIDEWALKHEAVY DUTY CONCRETE SIDEWALK 28' R A D. PROPERTY/PHASE LINE 5' TEMPORARY CONSTRUCTION EASEMENT (FOR MAINTENANCE AND FUTURE CONSTRUCTION) GRAVEL 5'CURB & GUTTER 29' 30" STANDARD 60' PROPERTY/PHASE LINE SIDEWALKROW5'20'HEAVY DUTY CONCRETE SIDEWALK VAR. PAVEMENT WIDTH 6'-0" SHOULDER WIDTH DRIVEWAY TURNOUT GRADES 5'-0" -.18 0.02 -0.02 -0.08 8'-0" +.08 -.25 5'-0" +.16 +.25 SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANEXISTING PUMP STATION S 3 0 ' ' W 3 0 ' ' W 30'' W 30'' W 30'' W30'' WWWWWWWW WWWWWW W W W W W1 2 ' ' WXXX X XX X JUMPING RUN CREEK JUMPING RUN CREEK 100' CONSERVATION BUFFER PER HARNETT COUNTY UDO ARTICLE X - NATURAL RESOURCES MATCHLINE SHEET C3.1MATCHLINE SHEET C3.2IMPROVED OPEN SPACE 1 129,305 SF 2.97 AC OPEN SPACE 4 2,214,559 SF 50.84 AC OPEN SPACE 3 7,824 SF OPEN SPACE 5 297,268 SF 6.82 AC OPEN SPACE 6 21,055 SF 0.48 AC 186 187 188 178 181180 189 193192191190 164 163 162 161 36 35 43 34 42 33 41 32 40 31 39 3038 29 179 173174 176 68 149 150 15 7 14 13 12 11 18 10 17 9 16 8 45 46 102 145 170 103 146 171 104 147 172 47 140 148 48 141 166 49 142 167 50 143 168 51 144 169 122 114121120 128 119 127 118 125 117 124 116 123 115 132 137 131 138 130 139 129 136 135 134 133 108 97 107 96 106 94 105 93 112 101 92 111 100 91 110 99 113109 98 152 160 153 154 155 156 157 66 158 151 159 23 22 21 20 28 19 27 44 26 24 165 126 65 67 25 95 37 177 175 70 79 87 71 80 88 72 81 89 73 82 90 74 83 69 75 84 77 85 78 86 53 54 63 55 64 56 58 59 60 61 62 57 76 1 2 3 4 5 6 OPEN SPACE 2 104,130 SF 2.39 AC52 PS PHA S E 1 PHA S E 2 182 183 184 185 PHASE 1 PHASE 2 PHASE 1PHASE 28''W 8''W 4''W 6''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W 8''W 4''W 4''W6''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8' 'W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W SANSAN SAN SANSANSANSANFMFM FM FM FM FM FMFMFM FMFMFMFM FM FM FM8''W 8''W 8''W 8''W 8''W S SS SSSSSS SSS SSSSSSSSSSS SSSSSSSS SSS SS SS SSSS SS S SS S S S S 8''W 8''W 8''W 8''W 8''W S 8''W8''W8''W8''W8''W8''WS 1''W JDE STREET JDE S T R E E T DAFFODIL DRIVEFROG JUMP DR IVE DAFFODIL DRIVEFROG JUMP DRIVELAVENDER COURT WATER BUG ROADTADPOLE DRIVEBLOOMING W A Y SNAPDRAGON DRIVE LAR K S P U R C O U R T RAY ROADSR 112160' CANOPY LANE EASEMENTBLOO MI N G W A Y JDE STR E E T S S S 8'' SAN SAN SAN SAN SANSAN EX. SSMH RIM=276.34 OUT(SW)=263.84-8" PVC JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 0 300' SCALE 1"=150' 150'NAD 831" = 150' C3.0 PRELIMINARY OVERALL UTILITY PLANALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL HARNETT COUNTY AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. 8''W UTILITY LEGEND PROPOSED SEWER LINE PROPOSED FORCE MAIN PROPOSED WATER LINE WATER LINE TEE FIRE HYDRANT REDUCER GATE VALVE. BLOWOFF ASSEMBLY FM SAN 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 10 FT. WATER AND STORM SEWER MAINS - 5 FT. SANITARY SEWER AND STORM SEWER MAINS - 5 FT. GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT. 3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 24 IN. WATER AND STORM SEWER MAINS - 24 IN. SANITARY SEWER AND STORM SEWER MAINS - 24 IN. 4.THE DESIGN OF THE WATER AND SEWER MAINS AND PROPOSED PHASING SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER ORDINANCES AND THE UTILITY MASTER PLAN. 5.HARNETT COUNTY ASSUMES NO LIABILITY ASSOCIATED WITH THE WATER CONTAINMENT STRUCTURE. UTILITY NOTES LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE PROPOSED BUILDING SETBACK LINE EXISTING GRAVITY SEWER AND WATER MAIN WILL BE AVOIDED OR REMAIN SAN SAN SAN SAN SAN SANSANSAN SAN SAN SAN SAN SAN SANSAN SAN S 30'' W30'' W30'' W30'' W 30 ' ' W 30'' W 30'' W 30'' W30'' W30'' WW W W W W W W W W W W WWWW W W 12'' W 1 2 ' ' W 12 ' ' W WXXX X X X XXX X MATCHLINE SHEET C3.1MATCHLINE SHEET C3.2IMPROVED OPEN SPACE 1 129,305 SF 2.97 AC OPEN SPACE 3 7,824 SF OPEN SPACE 6 21,055 SF 0.48 AC 164 163 162 161 36 35 43 3442 33 41 32 40 31 39 30 38 29 68 149 150 15 7 14 13 12 11 18 10 17 916 8 46 102 145 103 146 104 147 47 140 148 48 141 49 142 50 143 51 144 122 114 121 120 128 119 127 118 125 117 124 116 123 115 132 137 131 138 130 139 129 136 135 134 133 108 97 107 96 106 94 105 93 112 101 92 111 100 91 110 99 113 109 98 152 160 153 154 155 156 157 66 158 151 159 23 22 21 20 28 19 27 26 24 165 126 65 67 25 95 37 70 79 87 71 80 88 72 81 89 73 82 90 74 83 69 75 84 77 85 78 86 53 54 63 55 64 56 58 59 60 61 62 57 76 1 2 3 4 5 6 OPEN SPACE 2 104,130 SF 2.39 AC52PHASE 1 PHASE 2 PHASE 1PHASE 28'' W 8''W8''W 4''W 6''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 8'' W 8'' W 8'' W SANSANSAN SAN SAN SAN SANSANSANSANSANSAN SAN SAN SANSANSANFM FM FMF M FM FMFM F M FMFM FMFMFMFM FM FM FM FMFMFMFM8''W 8''W 8''W 8''W 8''W 8''W 8''WS SS SSSSS SS SSSSS SSSSSSSSS SS SS SS SSSS S S S 8''W 8''W 8''W 8''W 8''W 8'' W 8''W 8''W 8''W 8'' W8''W8''W8''W8''W8''W8''W8''W8''W8''WS 8" PVC 8" Ductile Iron 8" Ductile Iron 8" Ductil e I r o n 8" Ductile Iron 8" PVC 8" PVC 8" PVC 8" Ductile Iron 8" Ductile Iron 8" PVC8" PVC8" PVC8" Ductile Iron 8" Ductile Iron8" PVC8" PVC8" PVC8" PVC8" Ductil e I r o n 8" Ductile Iron 8" PVC 8" PVC 8" PVC 8" Ductile Iron 8" PVC8" Ductile Iron 8" PVC8" PVC8" PVC8" PVC 8" P V C 8" PVC 8" Ductile Iron 8" Ductile Iron 8" PVC8" PVC8" Ductile Iron MH 40 MH 17 (5' DIA.) MH 16 (5' DIA.) MH 23 MH 39 MH 22 MH 27MH 38 MH 21 MH 20 MH 14 (5' DIA.) MH 18 MH 37 MH 26MH 42 MH 44 MH 36 MH 33 (5' DIA.) MH 25 MH 32 (5' DIA.) MH 13 (5' DIA.) MH 24 (5' DIA.) MH 34 MH 31 MH 41 (5' DIA.) MH 35 MH 11 (5' DIA.) MH 43 MH 30 MH 12 (5' DIA.) MH 29 MH 19 MH 28 MH 10 MH 9MH 8 MH 28A MH 15 (5' DIA.) JDE ST R E E T JDE STR E E T DAFFODIL DRIVEFROG JUMP DRIVEDAFFODIL DRIVEFROG JU MP DRIVE LAVEN D E R C O U R T WATER B U G R O A DTADPOLE DRIVEL A R K S P U R C O U R T RAY ROADSR 112160' CANOPY LANE EASE MENT BLOOMIN G W A Y JDE STREET S S S 8'' SAN 8'' SANSAN SAN SAN SAN SAN SAN SAN EXISTING SANITARY SEWER LINE TO REMAIN APPROXIMATE LOCATION OF EXISTING 30" WATER MAIN FIRE HYDRANT, TYP. PROPOSED FORCEMAIN FIRE HYDRANT, TYP. (2) 3/4" WATER SERVICES IN (1) SLEEVE (2) 3/4" WATER SERVICES IN (1) SLEEVE (2) 3/4" WATER SERVICES IN (1) SLEEVE (2) 3/4" WATER SERVICES IN (1) SLEEVE (2) 3/4" WATER SERVICES IN (1) SLEEVE SANITARY CLEANOUT, TYP. SANITARY CLEANOUT, TYP. SANITARY CLEANOUT, TYP. SANITARY CLEANOUT, TYP. SANITARY CLEANOUT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. 8"X8" CROSS (4) GV 8"X8" CROSS (4) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV (1) TEMPORARY BV (1) GV (1) PERMANENT BV (1) TEMPORARY BV (1) GV 6"X4" REDUCER (1) GV 8"X6" REDUCER (1) GV (1) TEMPORARY BV (1) GV (1) TEMPORARY BV (1) GV PROPOSED FORCEMAIN PROPOSED FORCEMAIN PROPOSED FORCEMAIN EXISTING MH TO TIE IN TO PROPOSED EXISTING PUMP STATION 45° BEND 45° BEND 45° BEND 45° BEND (2) 45° BEND (2) 45° BEND (2) 45° BEND (2) 45° BEND APPROXIMATE LOCATION OF EXISTING 30" WATER MAIN APPROXIMATE LOCATION OF EXISTING 12" WATER MAIN TIE TO EXISTING 12" WATERMAIN JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 0 SCALE 1"=100' 200'100'NAD 831" = 100' C3.1 PRELIMINARY DETAILED UTILITY PLAN - SHEET 1 OF 2ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL HARNETT COUNTY AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. 8''W UTILITY LEGEND PROPOSED SEWER LINE PROPOSED FORCE MAIN PROPOSED WATER LINE WATER LINE TEE FIRE HYDRANT REDUCER GATE VALVE. BLOWOFF ASSEMBLY FM SAN LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE PROPOSED BUILDING SETBACK LINE 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 10 FT. WATER AND STORM SEWER MAINS - 5 FT. SANITARY SEWER AND STORM SEWER MAINS - 5 FT. GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT. 3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 24 IN. WATER AND STORM SEWER MAINS - 24 IN. SANITARY SEWER AND STORM SEWER MAINS - 24 IN. 4.THE DESIGN OF THE WATER AND SEWER MAINS AND PROPOSED PHASING SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER ORDINANCES AND THE UTILITY MASTER PLAN. 5.HARNETT COUNTY ASSUMES NO LIABILITY ASSOCIATED WITH THE WATER CONTAINMENT STRUCTURE. UTILITY NOTES SEE SHEET C3.3 FOR OFFSITE FORCEMAIN W WMATCHLINE SHEET C3.1MATCHLINE SHEET C3.2OPEN SPACE 4 2,214,559 SF 50.84 AC OPEN SPACE 5 297,268 SF 6.82 AC 186 187 188 178 181 180 189 193192 191 190 164 163 162 161 36 35 43 3442 33 41 32 40 31 39 30 38 179 173 174 176 45 46 102 145 170 103 146 171 104 147 172 47 140 148 48 141 166 49 142 167 50 143 168 51 144 169 122 121 120 119 127 118 125 117 124123 132 137 131 138 130 139 129 136 135 134 133 108 97 107106 105 101 100 99 109 98 160 154 155 156 157 158 159 44 165 126 37 177 175 PHAS E 1 PHAS E 2 182 183 184 185 PHASE 1 PHASE 2 8'' W 8''W 8' 'W 4''W 6''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W 8''W 8''W 8''W 4''W 4''W6''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''WSAN SAN SAN SANSANSAN SAN SANSANSANSANFMFM FM FM FM FM FM FMF M FM FMSSSSSS SSSSSSSSSSSSSSS SS SS SSSS S SAN 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W S 8''W8''W8''W8''W8''W8''W8''W8''W8''WS 1''W 1''W 8" Ductile Iron 8" PVC 8" PVC 8" PVC 8" D u ctil e Ir o n 8" Ductile Iron8" Ductile Iron8" PVC8" PVC 8" D u ctil e Ir o n 8" Ductile Iron 8" Ductile Iron8" PVC8" PVC8" PVC8" PVC8" Ductil e I r o n 8" Ductile Iron 8" PVC 8" PVC 8" PVC 8" Ductile Iron 8" PVC8" Ductile Iron8" PVC8" Ductile Iron8" Ductile Iron 8" PVC 8" Ductile Iron 8" Ductile Iron 8" Du ctil e Ir o n 8" PVC8" PVCMH 44 MH 36 MH 33 (5' DIA.) MH 32 (5' DIA.) MH 34 MH 31 MH 41 (5' DIA.) MH 35 MH 11 (5' DIA.) MH 43 MH 30 MH 29 MH 28 MH 10 MH 51 MH 50 MH 49 MH 9 MH 48 MH 8 MH 46 (5' DIA.) MH 6 (5' DIA.) MH 7 MH 47 MH 45 MH 1 (5' DIA.) MH 5 MH 2 (5' DIA.) MH 4 MH 3 (5' DIA.) MH 3A MH 28A JDE ST R E E T JDE STR E E T LAVEND E R C O U R T WATER B U G R O A DTADPOLE DRIVEBLO O M I N G W A Y SNAPDRAGON DRIVEBLOOMIN G W A Y PROPOSED FORCEMAIN FIRE HYDRANT, TYP. (2) 3/4" WATER SERVICES IN (1) SLEEVE (2) 3/4" WATER SERVICES (2) 3/4" WATER SERVICES IN (1) SLEEVE (2) 3/4" WATER SERVICES IN (1) SLEEVE (2) 3/4" WATER SERVICES IN (1) SLEEVE (2) 3/4" WATER SERVICES IN (1) SLEEVE SANITARY CLEANOUT, TYP. SANITARY CLEANOUT, TYP. SANITARY CLEANOUT, TYP. SANITARY CLEANOUT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. FIRE HYDRANT, TYP. 8"X8" CROSS (2) 8"X6" REDUCERS (4) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV 8"X8" TEE (3) GV (1) PERMANENT BV (1) GV (1) PERMANENT BV (1) GV (1) TEMPORARY BV (1) GV (1) TEMPORARY BV (1) GV 6"X4" REDUCER (1) GV 8"X6" REDUCER (1) GV 6"X4" REDUCER (1) GV 6"X4" REDUCER (1) GV (1) PERMANENT BV (1) GV 20' PUBLIC SANITARY SEWER EASEMENT 20' PUBLIC SANITARY SEWER EASEMENT PUMP STATION ACCESS EASEMENT PROPOSED FORCEMAIN 45° BEND 45° BEND 45° BEND 45° BEND (2) 45° BEND (2) 45° BEND 1" CORP. STOP 1" WATER METER 1" RPZ ASSEMBLY IN HOT BOX 1" PVC WATERLINE 22.5° BEND JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 0 SCALE 1"=100' 200'100'NAD 831" = 100' C3.2 PRELIMINARY DETAILED UTILITY PLAN - SHEET 2 OF 28''W UTILITY LEGEND PROPOSED SEWER LINE PROPOSED FORCE MAIN PROPOSED WATER LINE WATER LINE TEE FIRE HYDRANT REDUCER GATE VALVE. BLOWOFF ASSEMBLY FM SAN LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE PROPOSED BUILDING SETBACK LINE 10' GRAVEL DRIVE & 20' PUBLIC UTILITY EASEMENT PORPOSED PUMP STATION ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL HARNETT COUNTY AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS. 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 10 FT. WATER AND STORM SEWER MAINS - 5 FT. SANITARY SEWER AND STORM SEWER MAINS - 5 FT. GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT. 3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 24 IN. WATER AND STORM SEWER MAINS - 24 IN. SANITARY SEWER AND STORM SEWER MAINS - 24 IN. 4.THE DESIGN OF THE WATER AND SEWER MAINS AND PROPOSED PHASING SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER ORDINANCES AND THE UTILITY MASTER PLAN. 5.HARNETT COUNTY ASSUMES NO LIABILITY ASSOCIATED WITH THE WATER CONTAINMENT STRUCTURE. UTILITY NOTES SAN SAN SAN SANSAN S S WWWWWW W 30'' W 30'' W 30'' W 30'' W 30'' W 30'' W 30'' W 30'' W 30'' W 30'' W 30'' W 30'' W 30'' WWWWWWWWWWWWWWW W W W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' WXX 186 187 188 178 181180 189 193192191190 164 163 162 161 36 35 43 34 42 33 41 32 40 31 39 30 38 29 179 173174 176 68 149 150 15 7 14 13 12 11 18 10 17 9 16 8 45 46 102 145 170 103 146 171 104 147 172 47 140 148 48 141 166 49 142 167 50 143 168 51 144 169 122 114 121120 128 119 127 118 125 117 124 116 123 115 132 137 131 138 130 139 129 136135 134133 108 97 107 96 106 94 105 93 112101 92 111100 91 110 99 113 109 98 152 160 153 154 155 156 157 66 158 151 159 23 22 21 20 28 19 27 44 26 24 165 126 6567 25 9537 177 175 70 79 87 71 80 88 72 81 89 73 82 90 74 83 69 7584 77 85 78 86 53 54 63 55 64 56 58 59 60 61 62 5776 1 2 3 4 5 6 52 182 183 184 185 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8' 'W8''W8''W8''W8''W8''W8''W8''W 8' 'W8''W8''W8''W8''W FM FM FM FMFMFMFM F M FM FM FM FM FM FM FM 8''W 8''W S SS SSSSS S SSS SSSSSSSS S S SSSSSS SS SSSS S SSSS SS S SS S S S S 8''W 8''W S 8''W8''W8''W S FM FMFM FM S S S SAN SAN JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y UTILITY LEGEND PROPOSED SEWER LINE PROPOSED FORCE MAIN PROPOSED WATER LINE WATER LINE TEE FIRE HYDRANT REDUCER GATE VALVE. BLOWOFF ASSEMBLY FM SAN TIE TO EXISTING SEWER MANHOLE 0 SCALE 1"=300' 600'300'NAD 831" = 300' C3.3 OFFSITE UTILITY PLAN8''W LAKEVIEW DR SR 1151 L O U S C H A P E L R D S R 1 1 4 2 CREE K S V I L L E C H U R C H R D SR 11 2 3 PROPOSED FORCEMAIN R A Y R D SR 1 1 2 1 PROPOSED 20' PUBLIC UTILITY EASEMENT APPROXIMATE LOCATION OF EXISTING 12" WATERMAIN APPROXIMATE LOCATION OF EXISTING 30" WATERMAIN IMPROVED OPEN SPACE 1 129,305 SF 2.97 AC OPEN SPACE 4 2,214,559 SF 50.84 AC OPEN SPACE 3 7,824 SF OPEN SPACE 5 297,268 SF 6.82 AC OPEN SPACE 6 21,055 SF 0.48 AC 186 187 188 178 181180 189 193192191190 164 163 162 161 36 35 43 34 42 33 41 32 40 31 39 3038 29 179 173174 176 68 149 150 15 7 14 13 12 11 18 10 17 9 16 8 45 46 102 145 170 103 146 171 104 147 172 47 140 148 48 141 166 49 142 167 50 143 168 51 144 169 122 114121120 128 119 127 118 125 117 124 116 123 115 132 137 131 138 130 139 129 136 135 134 133 108 97 107 96 106 94 105 93 112 101 92 111 100 91 110 99 113109 98 152 160 153 154 155 156 157 66 158 151 159 23 22 21 20 28 19 27 44 26 24 165 126 65 67 25 95 37 177 175 70 79 87 71 80 88 72 81 89 73 82 90 74 83 69 75 84 77 85 78 86 53 54 63 55 64 56 58 59 60 61 62 57 76 1 2 3 4 5 6 JDE STREET JDE S T R E E T OPEN SPACE 2 104,130 SF 2.39 AC52DAFFODIL DRIVEFROG JUMP DRIVEDAFFODIL DRIVEFROG JUMP DRIVELAVENDER COURT WATER BUG ROADTADPOLE DRIVEBLOOMING W A Y SNAPDRAGON DRIVEPS LAR K S P U R C O U R T RAY ROADSR 112160' CANOPY LANE EASEMENTBLOO MI N G W A Y PHA S E 1 PHA S E 2 JDE STR E E T 182 183 184 185 PHASE 1 PHASE 2 PHASE 1PHASE 2OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXX X XX X SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANEXISTING PUMP STATION S 3 0 ' ' W 30'' W 30'' W 30'' W30'' WWWWWW WW WWWWWW W W W W1 2 ' ' WMATCHLINE SHEET C4.1MATCHLINE SHEET C4.2230235 24 0 265 285 2 8 1 28228328 4 245250255260190195 20 0 2052102152202252302352 3 5235 23 5 240 245 240 245 250 255 260 265 270 275280285290285270 275 245 250 2 5 5 2 6 0 2 6 5235240245250255260265225230235 235240245250255 220225230235 255260265270275270275280285290240245250255260265270275280175 180 185 190195 200 205 210 215220 215220225230240245250255260245 250 255 26026527026527027527 5 28 0 28 5 2 2 5 2 3 0 2 3 5 2 4 0 220225 205210215220 190 195190 195180185190 190 20020520 0 205 170180190200190200210210 200 24025024025 0 2 6 02302402 5 0 2 6 0260180190200210220230 200 240250 25026027 0 2 8 0 280 280290240280 22 5 22 0 2302252 3 0 240JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 0 300' SCALE 1"=150' 150'NAD 83SITE BOUNDARY EXISTING PROPERTY LINE PROPOSED LOT LINE PROPOSED EASEMENT EXISTING CONTOUR PROPOSED CONTOUR PROPOSED ROW LINE EXISTING WETLANDS LEGEND 100 100 GRADING AND DRAINAGE NOTES: 1.ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. 2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A FINE. 3.ALL FINAL STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR. 4.SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. 5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). 6.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. 7.FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN A BENCHED PATTERN. 8."AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH COUNTY ORDINANCE. 9.ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. 10.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. SEE DETAIL. 11.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. 1" = 100' C4.0 PRELIMINARY OVERAL GRADING & DRAINAGE PLAN IMPROVED OPEN SPACE 1 129,305 SF 2.97 AC OPEN SPACE 3 7,824 SF OPEN SPACE 5 297,268 SF 6.82 AC OPEN SPACE 6 21,055 SF 0.48 AC 164 163 162 161 36 35 43 3442 33 41 32 40 31 39 30 38 29 68 149 150 15 7 14 13 12 11 18 10 17 916 8 45 46 102 145 103 146 104 147 47 140 148 48 141 49 142 50 143 51 144 122 114 121 120 128 119 127 118 125 117 124 116 123 115 132 137 131 138 130 139 129 136 135 134 133 108 97 107 96 106 94 105 93 112 101 92 111 100 91 110 99 113 109 98 152 160 153 154 155 156 157 66 158 151 159 23 22 21 20 28 19 27 44 26 24 165 126 65 67 25 95 37 70 79 87 71 80 88 72 81 89 73 82 90 74 83 69 75 84 77 85 78 86 53 54 63 55 64 56 58 59 60 61 62 57 76 1 2 3 4 5 6 JDE ST R E E T JDE STR E E T OPEN SPACE 2 104,130 SF 2.39 AC52DAFFODIL DRIVEFROG JUMP DRIVEDAFFODIL DRIVEFROG JUMP DRIVE LAVEN D E R C O U R T WATER B U G R O A DTADPOLE DRIVEL A R K S P U R C O U R T RAY ROADSR 112160' CANOPY LANE EASEMENTBLOOMIN G W A Y JDE STREET PHASE 1 PHASE 2 PHASE 1PHASE 2OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHP OHP OHP XXXX X X XXX X MATCHLINE SHEET C4.1MATCHLINE SHEET C4.2230 23 5 24026 5 28 5 2812822832 8 4 2452502552601901 9 5 2 0 0 2052102152202252302352352352 3 5 240 245 240 245 250 255 260 265 270 275280285290285270 275245 250 255260265235240245250255260265225230235 235 240 245 250 255 220 225 230 235 255260265 270275270275280285290240245250255260265270275280175 180 185 190 195 200 205 210 215 220 215220225230240245250255260245 250 255 260265270265270 275 2 7 5 2 8 0 2 8 5 225230235240220 225 22 0 210 240250240 250 260230240250260260180 190 200 210 220 230 200 240250 25026027028 0 280 280 290 2 4 0 28 0 2 2 5 2 2 0 230225230240RETAINING WALL DESIGNED BY OTHERS RETAINING WALL DESIGNED BY OTHERS RETAINING WALL DESIGNED BY OTHERS JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 0 SCALE 1"=100' 200'100'NAD 83SITE BOUNDARY EXISTING PROPERTY LINE PROPOSED LOT LINE PROPOSED EASEMENT EXISTING CONTOUR PROPOSED CONTOUR PROPOSED ROW LINE EXISTING WETLANDS LEGEND 100 100 GRADING AND DRAINAGE NOTES: 1.ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. 2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A FINE. 3.ALL FINAL STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR. 4.SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. 5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). 6.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. 7.FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN A BENCHED PATTERN. 8."AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH COUNTY ORDINANCE. 9.ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. 10.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. SEE DETAIL. 11.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. 1" = 100' C4.1 PRELIMINARY DETAILED GRADING & DRAINAGE PLAN - SHEET 2 OF 2 OPEN SPACE 4 2,214,559 SF 50.84 AC OPEN SPACE 5 297,268 SF 6.82 AC 186 187 188 178 181 180 189 193192 191 190 164 163 162 161 36 35 43 3442 33 41 32 40 31 39 30 38 179 173 174 176 45 46 102 145 170 103 146 171 104 147 172 47 140 148 48 141 166 49 142 167 50 143 168 51 144 169 122 121 120 119 127 118 125 117 124 116 123 132 137 131 138 130 139 129 136 135 134 133 108 97 107 96 106 105 101 100 99 109 98 160 153 154 155 156 157 158 159 44 165 126 37 177 175 JDE ST R E E T JDE STR E E T LAVEND E R C O U R T WATER B U G R O A DTADPOLE DRIVEBLO O M I N G W A Y SNAPDRAGON DRIVEBLOOMIN G W A Y PHAS E 1 PHAS E 2 182 183 184 185 PHASE 1 PHASE 2 W W W WMATCHLINE SHEET C4.1MATCHLINE SHEET C4.21901 9 5 2 0 0 2052102152202252302352 3 5 240 245 240 245 250 255 260 265235240245225230220 225 230 235 175 180 185 190 195 200 205 210 215 220 215220225230240245250255260245 250 255 225230235240220 225 20521021522 0190195190 195180185190 1 9 0 2002052 0 0 205 170180 190200190 200 210210 200 240250240 250260230240250260180 190 200 210 220 230 200 2502 4 0 2 2 5 2 2 0 230225230240RETAINING WALL DESIGNED BY OTHERS RETAINING WALL DESIGNED BY OTHERS RETAINING WALL DESIGNED BY OTHERS RETAINING WALL DESIGNED BY OTHERS RETAINING WALL DESIGNED BY OTHERS JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y 0 SCALE 1"=100' 200'100'NAD 83SITE BOUNDARY EXISTING PROPERTY LINE PROPOSED LOT LINE PROPOSED EASEMENT EXISTING CONTOUR PROPOSED CONTOUR PROPOSED ROW LINE EXISTING WETLANDS LEGEND 100 100 GRADING AND DRAINAGE NOTES: 1.ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. 2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A FINE. 3.ALL FINAL STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH INSPECTOR. 4.SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. 5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). 6.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. 7.FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN GREEN S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN A BENCHED PATTERN. 8."AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH COUNTY ORDINANCE. 9.ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. 10.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. SEE DETAIL. 11.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. 1" = 100' C4.2 PRELIMINARY DETAILED GRADING & DRAINAGE PLAN - SHEET 1 OF 2 186 187 188 178 181180 189 193192191190 164 163 162 161 36 35 43 34 42 33 41 32 40 31 39 3038 29 179 173174 176 68 149 150 15 7 14 13 12 11 18 10 17 9 16 8 45 46 102 145 170 103 146 171 104 147 172 47 140 148 48 141 166 49 142 167 50 143 168 51 144 169 122 114121120 128 119 127 118 125 117 124 116 123 115 132 137 131 138 130 139 129 136 135 134 133 108 97 107 96 106 94 105 93 112 101 92 111 100 91 110 99 113109 98 152 160 153 154 155 156 157 66 158 151 159 23 22 21 20 28 19 27 44 26 24 165 126 65 67 25 95 37 177 175 70 79 87 71 80 88 72 81 89 73 82 90 74 83 69 75 84 77 85 78 86 53 54 63 55 64 56 58 59 60 61 62 57 76 1 2 3 4 5 6 JDE STREET JDE S T R E E T 52DAFFODIL DRIVEFROG JUMP DRIVEDAFFODIL DRIVEFROG JUMP DRIVELAVENDER COURT WATER BUG ROADTADPOLE DRIVEBLOOMING W A Y SNAPDRAGON DRIVEPS LAR K S P U R C O U R T RAY ROADSR 112160' CANOPY LANE EASEMENTBLOO MI N G W A Y JDE STR E E T 182 183 184 185 EXISTING PUMP STATION XXX X XX X JUMPING RUN CREEK JUMPING RUN CREEK 100' CONSERVATION BUFFER PER HARNETT COUNTY UDO ARTICLE X - NATURAL RESOURCES 30' STREETSCAPE BUFFERJOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE ARCHITECT. IF STAKING IS NECESSARY, USE TWO OPPOSING STAKES WITH SEPARATE FLEXIBLE TIES. REMOVE STAKING AT END OF FIRST GROWING SEASON. 3" (5 CM) PINE STRAW MULCH. DO NOT PLACE MULCH IN CONTACT WITH TRUNK. 4" (10 CM) RAISED RING OF SOIL TO DIRECT WATER INTO ROOT BALL. ESPECIALLY IMPORTANT IF TOP OF ROOT BALL IS RAISED ABOVE GRADE. BEFORE PLANTING, ADD 3-4" (7-10 CM) OF WELL-COMPOSTED LEAVES, RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO TOP 6" (15 CM) OF PREPARED SOIL. ADD COMPOST AT 20-35% BY VOLUME TO BACKFILL. EXTEND STAKES INTO UNDISTURBED SOIL. 4-6" (10-15 CM) DEEPER THAN ROOT BALL FOR LOWERED PLANTING HOLE AS NEEDED WITH POOR DRAINAGE. PACK BACKFILL SOIL AROUND BASE OF ROOT BALL TO STABILIZE. ALLOW REST OF BACKFILL TO SETTLE NATURALLY OR TAMP LIGHTLY. IF PLANTING HOLES ARE DUG WITH A LARGER AUGER, BREAKING DOWN THE SIDE WITH A SHOVEL CAN ELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SIDE. SET BALL ON UNDISTURBED SOIL MOUND TO PREVENT SETTLING. CUT BURLAP, ROPE, WIRE BASKET AWAY FROM TOP AND SIDES OF ROOT BALL. DIG WIDE PLANTING HOLE WITH TAPERED SIDES. WIDTH OF PLANTING HOLE IS 3 TIMES ROOT BALL DIAMETER IN HIGHLY COMPACTED OR CLAY SOIL, 2 TIMES MINIMUM IN ALL OTHERS. TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL DRAINED SOIL, UP TO 4 INCHES (10 CM) ABOVE GRADE IN POORLY DRAINED SOILS. DO NOT WRAP TRUNK. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD. TYPICAL TREE PLANTING NO SCALE WIDTH OF THE TOP OF THE HOLE TO BE 3 TIMES THE ROOT BALL WIDTH IN CLAY SOILS 1.STREET TREES SHALL BE SPACED EVENLY EVERY 50' ALONG RIGHTS-OF-WAY. 2.TREES SHALL NOT BE PLANTED WITHIN THE RIGHTS-OF-WAY. STREET TREES SHALL BE PLANTED BETWEEN 5 AND 10 FEET BEHIND THE RIGHT-OF-WAY. 3.PLACEMENT OF TREES SHALL AVOID DRIVEWAYS, WATER AND SEWER SERVICES, AND OTHER UTILITIES. CHOOSE LOCATION TO MINIMIZE DISTURBANCE TO EXISTING TREE ROOTS. 4.TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW. 5.TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF ACCEPTANCE. 6.HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN OPEN SPACE PARCELS. 7.ALL LANDSCAPING RESPONSIBILITY IS LOCATED WITHIN THE HOMEOWNERS ASSOCIATION COVENANTS. 8.EXISTING TREES WILL BE PRESERVED IN BUFFERS WHERE POSSIBLE. PLANTINGS WILL BE ADDED AS NEEDED TO MEET BUFFER REQUIREMENTS. NOTES NAD 830 300' SCALE 1"=150' 150' 1" = 150' C5.0 LANDSCAPE PLANLEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE PROPOSED BUILDING SETBACK LINE PLANT NAME ALLOWABLE STREET TREE PLANT LIST SIZE CHIONANTHUS RETUSUS CHINESE FRINGE TREE QUERCUS RUBRA NORTHERN RED OAK BETULA NIGRA RIVER BIRCH 2" CAL 6' HT 2" CAL 6' HT 2" CAL 6' HT CLADRASTIS KENTUKEA AMERICAN YELLOWWOOD CERCIS CANADENSIS EASTERN REDBUD QUERCUS PHELLOS WILLOW OAK ACER SACCHARUM SUGAR MAPLE 2" CAL 6' HT 2" CAL 6' HT 2" CAL 6' HT 2" CAL 6' HT 2-QP PROPERTY LINE Cont24" Ht.Otto LaurelPrunus laurocerasus 'Otto Luyken' QUAN. 1010 SIZE Cont24" Ht. ROOTKEY PLANT LIST (100' SECTION) AGOL BOTANICAL NAME Abelia grandiflora x 'Rose Creek' COMMON NAME Rose Creek Abelia QP 6' Ht.B&B or Cont 3Willow OakQuercus phellos 5-AG 5-OL 5-AG 5-OL ACER RUBRUM RED MAPLE 2" CAL 6' HT OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXX X XX X EXISTING PUMP STATION IMPROVED OPEN SPACE 1 129,305 SF 2.97 AC OPEN SPACE 4 2,214,559 SF 50.84 AC OPEN SPACE 3 7,824 SF OPEN SPACE 5 297,268 SF 6.82 AC OPEN SPACE 6 21,055 SF 0.48 AC 186 187 188 178 181180 189 193192191190 164 163 162 161 36 35 43 34 42 33 41 32 40 31 39 3038 29 179 173174 176 68 149 150 15 7 14 13 12 11 18 10 17 9 16 8 45 46 102 145 170 103 146 171 104 147 172 47 140 148 48 141 166 49 142 167 50 143 168 51 144 169 122 114121120 128 119 127 118 125 117 124 116 123 115 132 137 131 138 130 139 129 136 135 134 133 108 97 107 96 106 94 105 93 112 101 92 111 100 91 110 99 113109 98 152 160 153 154 155 156 157 66 158 151 159 23 22 21 20 28 19 27 44 26 24 165 126 65 67 25 95 37 177 175 70 79 87 71 80 88 72 81 89 73 82 90 74 83 69 75 84 77 85 78 86 53 54 63 55 64 56 58 59 60 61 62 57 76 1 2 3 4 5 6 JDE STREET JDE S T R E E T OPEN SPACE 2 104,130 SF 2.39 AC52DAFFODIL DR IVE FROG JUMP DRIVEDAFFODIL DRIVEFROG JUMP DRIVELAVENDER COURT WATER BUG ROADTADPOLE DRIVEBLOOMING W A Y SNAPDRAGON DRIVEPS LAR K S P U R C O U R T RAY ROADSR 112160' CANOPY LANE EASEMENTBLOO MI N G W A Y JDE STR E E T 182 183 184 185 STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. STREET LIGHT, TYP. JDE ST R E E T JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165211/17/2021 JUMPING RUN LANDINGJDE STREET, HARNETT COUNTY, NORTH CAROLINA46603 331 B. BLACKMON M. ZACCARDOFOR REVIEWONL Y LIGHTING PLANC6.0 0 300' SCALE 1"=150' 150' LED STREET LIGHTS (9,500 LUMENS LED 75 ROADWAY LIGHT) ALUMINUM POLE - HEIGHT 30' LIGHTING LEGENDNAD 831" = 150' LEGEND PROPERTY LINE UTILITY EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE PROPOSED BUILDING SETBACK LINE