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SW6240802_Plansheet - Proposed Conditions/Site Plan_20240905
Docusign Envelope ID: D4278283-67C2-44F0-8018-39E4EEBB5D47 CONTRACTOR NOTES / \` _ b�9ne.``�0 C R'''',, GENERAL CONTRACTOR MARY D. BALLARD I E�3FF354$%41 „1"""""'PRIOR TO ANY LAND DISTURBANCE OR IMPROVEMENTS, CONTRACTOR TO NOTIFY AND IMA 4141 AL ARD / oFESS/o�y 392 COORDINATE WITH ALL UTILITY PROVIDERS FOR LOCATION OF UTILITIES, REQUIRED PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD PIN: 9691-18-5866.000 'l'y� ; IMPROVEMENTS, OR REMEDIATION IN AFFECTED WORK AREAS. CONTRACTOR IS TO NOTIFY SURVEY SHALL VERIFY LOCATION, DEPTH SIZE I I = SEAL PROJECT ENGINEER OF ANY REQUIRED ADJUSTMENTS TO THE PLANS BASED ON ANY UTILITY MATERIAL, AND CONDITION OF ALL EXISTING UTILITIES. = 055961 PROVIDER'S REQUIREMENTS AND IS TO REMEDIATE OR UNDERTAKE WORK ONLY AFTER CONSULTATION WITH THE UTILITY PROVIDER,OWNER,AND PROJECT ENGINEER. IN CASE OF CONFLICT OR IF DIFFERENT THAN PLAN, _ _ JEAN B. THOMAS Er CONTRACTOR IS TO NOTIFY THE ENGINEER OF ANY CHANGES TO THE PLANS REQUIRED DUE TO y� NGINEE O� NOTIFY ENGINEER. CONTRACTOR TO CONTACT UTILITY AL LL MARK DENT DAVID RANDALL ' S DICKERSON AND DB 3281 PG 108 APPLICABLE CODES, STANDARDS, AND OR PRACTICES WHICH MIGHT TAKE PRECEDENCE OVER OWNER PRIOR TO RELOCATION IF NECESSARY. PIN.- sss1-18-91,1.000 TAYLOR 2AB AND WIFE, WIFE, fLIZABETH LAYTON 4THE DRAWING PLANS PRIOR TO DISTURBANCE AND INSTALLATION OF IMPROVEMENTS. = CATHERINE J. TAYLOR CONTRACTOR WILL BE HELD LIABLE AND WILL INCUR ALL COST ASSOCIATED WITH CORRECTING I DICKERSON TRACT TWO 9 DB 3599 PG 966 MARY D. BALLARD DB 899 PG 438 INSTALLED IMPROVEMENTS IF CONTRACTOR PROCEEDS WITHOUT WITH NOTIFICATION AND/OR -96 PB 2009 PG 596 DB 123 PG 206 PIN. 9691-38-1258.000 DAVID AND WIFE, DO NOT USE FOR -3921.000 I PIN. 9681-98-9378.000 PIN: 9691-08-7169.000 y / TAYLOR AND WIFE, CONSTRUCTION IN VIOLATION OF KNOWN CODES,STANDARDS,OR PRACTICES. ELIZABETH larroN w y y y y y \ TAYLOR / CONTRACTOR IS TO NOTIFY THE PROJECT ENGINEER IF CONFLICTS ARE FOUND WITHIN THE PLAN y y y y y y \ TRACT ONE SET PRIOR TO ANY DISTURBANCE AND INSTALLATION OF IMPROVEMENTS. CONTRACTOR WILL yyyyyyyyyyy y y y y DB 899 PG 438 y y y y y y y y y y PIN: 9691-38-8086.000 I BE HELD LIABLE AND WILL INCUR ALL COST ASSOCIATED WITH RECTIFYING IMPROVEMENTS IF y y 14, y y y y y y y CONTRACTOR PROCEEDS WITHOUT WITH NOTIFICATION. y y y y y y y y y y y y I y y y o •Y Y Y Y y y y y y y y y y ^ U V V V V V V V V� W V V !1 y y •v •v y y y y I �\ 0 C 4, \k y y y y y I y y I I O '_ .n. iccocrtrti I y y�L L •Y L .Y L L Y I TRACT 2 y y I y y I I LU UJ E DB 1051 PG 270 I 54 y y y y y I = z / PIN. 9681-87-0592.000 I I 55 �'.� '.� yy yy y Y yyy yy .� N M I F- 61 J' J' S 6 60 y \ N N y y y y y _ - y 1 y y I I Q 7 57 58 y y V I V y y y y y y y y y y y I I 0 W To c� y y y y y y y y y y y J, y y W U C N BEA ON HEIGHTS ROAD 59 y y y y y y y y y I I 1Y 14 w/ y y y y y y y y y I Q LL co Z ROBBIE HARRINGTON JOHNNY T. HUNTER - - - - - - P A E y y�y y y y y y y y y y y y I JOSHUA C. a LL N DB 2D07 PG 251 y - y y y y y y y y y y y y y y y y y y y y y y I I PATTERSON LIJ 0 0 �'`'1 O CASTLEBERRY - \ 92 M PIN: 9681-87-7406.000 \_ -- y y �. y y y y y y y y y y y y y y y y DB 4085 PG 676 DB 3636 PG 264 � `�' `�' I I � � PS 2017 PG 153 \ --- ------ - u i y i i y y i i u i w 91 y I C7 rn a- PIN. 9681-87-0592.000 49 ` `�' d' \ PIN: 9691-369390.000 ('� H 7 I z 7 y I X U I y y y y y y y 90 - 61 69 y y y y y *41 8-5 86 87 88 89 I I a � M U w I 53 52 1 I 50 48 y� y _ - y y 93 yy yy i z I0� 62 /�� 68 yy / 76 2 84 _ - - y y y I I o ----- -_ 47 �� 79 \� 80 81 - --- - 94 y� i i ~ U) 63 �� �yyy / � � ' � � _ yy � �' yyyW yyyy I � � LU �o ��� 67 yyyyyy 70 77 y- y H S E 3 118 yy I STREAM IMPACTS Ln I I LU SHANNON 37 38 � �� /, 0 64 �. IV 78 ,v i 120 119 1 95 y y i i DEER PARK ROAD I S GFRI o I 39 40 41 42 OPEN 0� `� z /' 46 1 66 y 71 j P ��QP° \122 121 y I i 92 LF TDB 2714 PG 43 44 45 V 41 V �j" oEE� 109 117 y I 276 SF \� PB 2.397 010 PG m li '27 AC / ' w�w�w�w vw�w� yw 65 y /, I \ 1010 \ \ \ / 96 y ` II U) P/N: 36 D --- --- - ������� �� yy 72 - oP� s�AgE 8 116 \ \ 9681-76-1977003 -- __-- ------ --- ---- ----- / +' y`1' yy y -9�\\ \ 107 '80 ACO24 �- \\ 115 ; /- \� yy I I O -- _ _------ - ---- ` \106 tiIV Z I 30 L VERS LEA ROAD y y 73 �N 114 I r" yy yy / v\\,� 105 \ �O. /,% 97 �yy I I o 35 � � 29 I � � ! y y � � 113 yyy y I 13 14 � 110/ �� / � yyyyyyy i ► � I 15 w w � � w y � i � / 2 \ �FZ\ 16 17 y �� / � 98 yyyy I w ..... � I I 31 I � � � � �✓ � � y \ 111 � \ � y y y •Y y / I 28 I I jl y y y •Y 9Q / ��S y y y y y / I I LU LU l I I .� y y / y y y y \ �4 H SE OPEN SPACE y40 75 112 / 100 99 yyyyyyyy w I j,%%%% W 101 y 41J 4,730,101 SFy y y y y y y \ // y y y y y y / 0 108.59 AC EXISTING POND \ OPEN SPACE 102 y y y y y / / II I O 32 27 / j Cn W .� y y 1.99 AC / y y y DATE W � � � � Ji � Ji � yy, •' yyyy 103 u' y y I I I > yyyy y y y y y yy I I nC 104 I 0712512024 a y , w .i. y y y y O \ \ \ \ 26 \\ 1 0 �/ / P HA- 1- `7� y y I i DRAWN BY :3 3\ I N I N � � � /124 yyyy` � � , -�� � � L � �� 331 1 2 5 P. z 12 �L � y y y y y I I 123 / y i y wy I I DESIGNED BY / "y2 �\\ / 1 I / / y y y I I • 24 / / 8 a Q\ - , 133 y 191 y�Wyy i i 331 _ - 2 0 / 2 2 -- \ 125 149 y 190 y y I I - • \\ 3 --- 132 y y • CHECKED BY / 7 131 126\ MAT E+y y Wy y yyy I I 22 \ / EXISTING y y y I I JRW \ / / 6 / POND yy y W� MATCHLINE C \,\ 130 127 0 150 AT- y y y yy yyy I I • 21 \\ � y yy IV y y �'� \_ \ �li� _/ y yyvy y y y 1 89 \� yW yW y I I SCALE i , �j� y y * c (Q y y y y y y y y 1 250 5 �����/ yyy OPEN SPACE Wy yyyyy 129 �,v /% 1 51 yyyyy yyyyyyyy � yy \ 202 yyy • 20 \ ' % y y y y y y y y �i / y y y y y y y y 188 y� y • 4 \ y y 17.30 AC y y y y y y y y 134 \ 0� 128 / /' y y y y y y y \ y y y y y y y y y y y y y y ,(� - - - N. .. .\ •Y y .y y y y y - y y 135 !-09 /\ 1 52/ yyyyyyyyyyy I y y 201 y yyy I y I • y y y y y y y y y y y y y 19 / •\ •Y •Y •Y y .y y y y y .y y y \ 0 153 y y y y / 186\ 187 y yy i ��y yy,j, <Y-Y. • �' \ \ y y y y • \ // 2 •Y y y y y y y y y y y y y y y y y y \ •L yyyyy y y y yyyy •� 136 •\� yyyyy / ��( y yyy I I yyyyyyyyyy \ � 154 y y 185 0 / // d' I I y I I y y y y y WILLIAM & CA 1 y 156 � � THOMAS \\ ✓• - / y 4' \� N 200 I I y I I y y y y DB 4215 PG 2134 155 5 yy I I yy y yyyyy PIN: 9681-75-642Z000 / 137 , 157 F WILLIAM & CATHr F41 \ \ �\\ Z y yy I I yy yy o DB 4215 PG 2134 I RONNIE T. PAGE AND _ _ 169 158 `S \ 184 yy'M _ y / y I I yy I = PIN. 9681-75-7312.000 \ 1 / JAMES WARREN / JUDY MCNE- PAGf I 1 59 \ - /// 192 y yy / , I yy I I y yy _ DB 774 PG 906 1 60 \ \ y 198 y y N \\ TRACT PIN: ss81-95-8029.000 138 y �� DB 2576 PG 767 DANIEL S. MCLE00 <C/ ' \ IN: 9681-85-7260.000 AND WIFE, \ 168 161 P PAMELA B. G 828 \ 1178 179 180 181 182 183 I 193 y y DB 692 PG 626 167 y *-*1 197�� y y I I JAMES WARREN / PC D SLIDE 123A 139 I y y y y I I o SADGETT PIN: 9691-05-3045.000 � P` JAMES WARREN DB 2576 PG 767 / ` 165 162 _ y y , - y y y I I r BADGETT PIN: 9681-74-7436.000 I 164 y Y y y y y ----- - --- ---- DB 2576 P7 767 166 194 216 N Q OPEN SPACE TABLE 968,-74.7436.000 / �140 y \ DE PGAP RIVE yy I L z P, �� AM�D��T � 141 V�, 163 \ �y 196 i 214 215 �p Q = - DB 418D P 223 / \ - ---- --- - _I 172 173 174 175 176 \ / 195 212 213 z 0 m 977.000 CPBJ SPACE 1 4,730,101.37SF 1108.59AC JUD' PAGE / DANIEL MC EOD 142 177 I -- --- - - -- r �� U o DB J34 PG 54.3 PAM A B.WIFE, BLUE RIDGE ROAD ___ _ U 119,599.77 8F 2.75AC PIN: s"-94-4497.000 DB 755 PG 124 \ I - \� p _ - ------ - ---- - ------------ ---- - o PIN. 9691-94-9774.000 4 -- --- --- -- --- --- V / = z CPI3�1 SPACE 3 86,777,81 SF 1.99AC / � ANDREA FAIRCLOTH PHASE TABLE DB 3045 PG 191 143 144 145 146 147 148 I 171 1 SF DEEP GAP DRIVE Oz U) � Q 15' 20' 15' CPBVSPACF4 25�511.344� 0.59AC � � / PIN: 9691-04-6633.000 59A 205 206 207 208 209 EN SPAC 5 z J^ � CPEN SPACE 5 31,972.26 SF 0.73AC Fbase Lots Area CPENSl�6 704.744.12St= 16.18AC 1 1-45 46.30A�C I _ 170 I 203 4 21® 31,972SPA 211 W O • E N 50 R/W C�1 SPACE 7 753.521.98 SF 17.30 AC 2 46-69 21-44 AC O 0.73 AC v, LU SPP4CE 8 35,023.89 SF 0.80 AC 3 70 122 E40.17 AC � I I _ LU Z) [-.- OPEN Q CUL-DE-SAC DETAIL 4 123-194 QD.17AC IMPERVIOUSDATA O I O U O Total 6,4$7,263SF 1I49AC GARY G. BUFFKIN JEFFREY . THOMAS o C/L 5 195-216 19.6 AC I AND WIFE, AND WIFE, '-' U I DELORES M. BUFFKIN J 0 35' 6' S' 4' IMPERVIOUS WITHIN LOTS (MAX 5,000 SF PER 216 1,080,000 SF _MY& REBECC UGENE CLYDE L. PATTERSON CLYDE L. PATTERSON DB f077 PG 461 WANDA THOMAS [EDWARD JAMES AMOS MAYNARD J o O THOMAS �I I CLARK A D WIFE, I AND AND PIN: 9.000 DB 82 PG 404 _I ACK AND WIFE THORNS AND PENNY L LOTS) 3540 PG 944 DEL DEVELOPMENT, ROBBIE MBLESS MOSS OAK I MOSS OAK PIN: 9691 4-7177000 DOROTHY THOMAS Q W J 3 SLOPE AS REQUIRED STREET TABLEHRONE WARD m MAIL KIOSK AND PARKING IMPERVIOUS AREA 5,371 SF �691-044385.00 LLc c RK INVESTMENrs INClNc INVESrMENrs, INClNc ' woMACK DB 3558 PG 711 7 z -fCTIttBCS( j( rg 1 �J77 L� �I O DB 1612 PG 845 DB 107 PG 523 DB 2758 PG 238 DB 2937 PG 809 DB 801 PG 192 I PIN: 9691-44-0074.000 L Q 3• E ROADWAY IMPERVIOUS AREA PIN. 9691-04-9359.000 M8201 PG 684 PIN. 9691-14-5323.000 PIN: 9691-14-8390.000 PIN: 9691-34-2171.000 i--i \� SLOP 498,810 SF PIN. 969-14-2375.000 I CY) J 5 Q 3 0 DELORES M BUFFKIN 0(n Price Lake lane 805 LF 1,582,720 SF o 0 Lu 2 o 8" CABCGARY G. BUFFKIN 00 = Q� a 2" SF9.5A 1" PER FT. TOTAL SITE IMPERVIOUS AREA AND WIFE, � Q � O 00 Pleasant view Drive 1,339 LF 36.3 AC (16.2%) DB 27 1 PG 666 Q z SECTION A-A VYr*Gap Court: 378 PB 20 0 PG 684 z Q OWNER CONSENT FORM PIN: ss 1-24-0471.000 OVERALL SITE DATA Q o O >.- N Lowers Leap 2,470 LF GENERAL NOTES U Q LU M LO VAR. 6'-0" 8'-0" 5'-0" Beacon Heights 1,435 LF 1. EXISTING ACCESSORY BUILDINGS TO BE REMOVED PRIOR TO CONSTRUCTION. EXISTING DEVELOPER/OWNER: SCALE 1"=250' w E N AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED = J PAVEMENT SHOULDER Maw CarriaW Court 532 LF HOUSE ON SITE TO REMAIN. BLUE SNOW, LLC O @ DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND o WIDTH WIDTH Deer ParkFbad 1,646 LF REQUIREMENTS of THE HARNETT COUNTY ORDINANCES. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE 114 HAWKINS AVE 0 250' 500' o - RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SANFORD, NC 27330 0 a +.16 Ac Mountain Ibad +� LF a +25 SERVICE BEFORE DIGGING. PHONE: 919-842-0334 LEGEND z U) U 3 0.02 -0.02 + �$ BlueRdgeFbad 2,372 LF OWNER SIGNATURE DATE N -0.08 1g Flat Rock 2.2fi$ LF 3. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND MARK LYCZKOWSKI o U) NCDOT STANDARDS AND SPECIFICATIONS. EMAIL: MARK@FIG.LLC PROJECT BOUNDARY Q _ UrwilieFallsRbad 1.374 LF 4. SITE IS WITHIN 1 MILES OF THE VOLUNTARY AGRICULTURE DISTRICT. - - - - - - PHASE LINE 19 5'-0" 25 D�eVGapDnve 2,350 HARNETT CO SITE DATA BROADWAY SITE DATA 5. ALL STREETS SHALL BE PUBLIC. ENGINEER: PROPOSED RIGHT-OF-WAY o w Glassrr>rne0rive 1,004 LF 6. ALL UTILITIES SHALL BE UNDERGROUND. TIMMONS GROUP -- PROPOSED LOT LINE m Cra�yGardensDrive • 779 PROPOSED NUMBER OF LOTS = 173 PROPOSED NUMBER OF LOTS = 43 7. EACH LOT WILL BE SERVED BY HARNETT COUNTY PUBLIC WATER. RYAN WADSWORTH, PE - PROPOSED BUILDING SETBACK LINE 2.3 DRIVEWAY TURNOUT GRADES F�attlesnakeDrive 2 555 MINIMUM LOT WIDTH = 100' MINIMUM LOT WIDTH = 70' 8. EACH LOT WILL BE SERVED BY INDIVIDUAL SEPTIC. 5410 TRINITY ROAD, SUITE 102 - - UTILITY EASEMENT " SUBJECT TO STANDARDS OUTLINED ON MINIMUM LOT SIZE REQUIRED = 25,000 SF MINIMUM LOT SIZE REQUIRED = 40,000 SF 9• NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL RALEIGH, NC 27607 OPEN SPACE Total: 23,615 LF REGULATIONS WILL BE COMPLIED WITH. EXISTING WETLANDS 5 o PAGE 23 OF THE NC SUBDIVISION ROADS MINIMUM LOT SIZE PROVIDED = 25,000 SF MINIMUM LOT SIZE PROVIDED =40,030 SF PHONE: 919-866-4516 x o C/L MINIMUM CONSTRUCTION STANDARDS AVERAGE LOT SIZE = 36,020 SF AVERAGE LOT SIZE =45,214 SF 10. CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION. EMAIL: RYAN.WADSWORTH@TIMMONS.COM w 50' AND ENGINEERED FIELD SOILS TESTS. 11. SIGNAGE SHALL BE PLACED AT LEAST 20' FROM THE INTERSECTION RIGHT-OF-WAY. SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE. PROPOSED NUMBER OF LOTS = 216 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH m o � RIGHT OF WAY SETBACKS: FRONT: 35' SETBACKS: FRONT: 30' 12. STREET NAMES MUST BE APPROVED BY HARNETT COUNTY GIS PRIOR TO FINAL PLAT. PH 1: 45 LOTS ALL HARNETT COUNTY AND NCDOT STANDARDS, o 8 6-SIDE: 10' SIDE: 10' PH 2: 24 LOTS SPECIFICATIONS, AND DETAILS. E T SHOULDER 13. DEDICATED OPEN SPACE AREAS AND DRAINAGE EASEMENTS WILL BE OWNED AND MAINTAINED 3 c a 20' REAR: 25' REAR: 30' BY THE HOMEOWNERS ASSOCIATION. PH 3: 53 LOTS 0 Q PAVEMENT 6' DITCH CORNER: 20' CORNER: 30' 14. HOMEOWNERS ASSOCIATION (HOA) IS RESPONSIBLE FOR MAINTENANCE OF THE MAIL KIOSKS, PH 4: 72 LOTS �I 1/4" PER FOOT RECREATION AREAS, ASSOCIATED PARKING AREAS AND ALL LANDSCAPE BUFFERING. PH 5: 22 LOTS • ° 15. ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS SHALL REFLECT THIS PROPOSED DENSITY = 0.59 DU/A Know what's below. JOB No. ° o SCOPE ;" CABC 4 7�k:-)\Oe PORTION OF 9 81PIN #s 196-930256, 1 PORTION OF-07-7381, PIN PIN #s = PORTION OF 9681-96-9302, PORTION OF REQUIREMENT. AVERAGE LOT SIZE = 37,850 SF ° , 0 L 9- 0PER FT. 2" SF9.5A 1" PER FT. 9681-97-3457, 9691-26-4869, 9681-85-4416, 9681-97-3457, 9681-76-4875, 9681-76-8760, 16. SIGN SHOULD BE SETBACK AT LEAST 10' FROM NCDOT ROW OR 20' FROM AN INTERSECTION, TOTAL OPEN SPACE PROVIDED = 149 ac (40/°) Mall before yo!! dig. 49183 U) o V-DITCH AND WILL REQUIRE AN ADDITIONAL PERMIT AND REVIEW. TOTAL LENGTH OF ROADS = 23,515 LF 2 U 9681-97-7650, 9691-16-7968 9681-85-4416, 9681-76-7218 SHEET NO. 0- 0 co TYPICAL STREET SECTION EXISTING ZONING = RA-30 EXISTING ZONING = RA 17. NO ADDITIONAL ACCESS TO SR 1280 SEMINOLE ROAD SHALL BE APPROVED FOR LOTS 1, 19-25, FIRM MAP =#3710968000J EFF. DATE 10/03/06 ri 33-34. ITOTAL TRACT ACREAGE = 368.08 acres C2.0 r Docusign Envelope ID: D4278283-67C2-44F0-8018-39E4EEBB5D47 PB2017 PG 153 DocuSigned by: PIN: 9681-87-0592.000 166 „11� 3FF35 45 .-ESS/o, I I I I SEAL 055961 LO 52 0 51 0 50 NG E � F INE � �,r,, c�i 60.38 AC m 51 18 AC r> 30� ACF coLo 41.03 AC F WAD �`''''' II ��nninuu,'��/2024 TEMPORARY ' I DO NOT USE FOR TURNAROUND I I I ' / / CONSTRUCTION &EASEMENT ------ i --- 1 E ------- --- _ - --- i - _ _ - ____- - - - - - - - ------ - ----- I----- o ----- _253' - -- -- -1- _ _ - - - - -- - _- r' �4#� 2 110, � o 60' - - ---- -- N E PROJECT BOUNDARY I J I I21 139' 160'- _ _ - _ 1 so ,�/ LU z 7143' - 17' 160' �\ �\ / H a 3: 37 I I I I I 160, - M �\ F- - � I I� 43,120 SF I I 209' J ' / 0.99 AC I I I I I I /O W U COO N I I w 38 SHANNON I 40,355 SF 39 I I I I I ^0� O� C� / � p � O THOMAS 0.93 AC 40,160 SF N 40 41 I V Q /\ �, 0o SIEGFRIED 0.92 AC a0.927 C 0 42 I Q /\ I 0.92 AC N 40,095 SF O o 43 (, / ` z W m DB 27 4 PG 250 I 0.92 AC N 40,063C o 44 �/ U OPEN SP EO \ e� X 0.92 AC N 40 92 AC0,043 F N 40,030 SF LO � 45 119,60 /� (L\ ��QJ a< U- W I 0.92 AC N 52,270 SF LO 2.7 �/ P� ���c p 1 I 39 7 I I I I 1.20 AC N �` y�J `'O� cr Ln Z I PB 20 10 PG 36 N �s_ 40,500 SF I -121' 86 �? 0.93 AC / ' -160' I I / ---- -160' --- I Lin rn CD LU - -- PIN: ---- � ---- � � �160'- 5'UTILITY EASEMENT ------ - -160' / LU 9681-76-1977.000 ---- _ \ I _ m �� -257' -- LOVERS LEAP 250' (X ---- -237' I-- ----_ ---___- ' 1 I 10'X 7U S T- 122'- 5'UTILI EASEMENT 146' U) 6 - --- 1 w? 30 128' �, �� O \ 35 N QI 42,167 SF 29 I I PROPOSED = 0.97 AC I O \ \ 40,500 SF W 0D 42,243 SF I I I I TRAIL \ \ ro 0.93 AC U I 0.97 AC ^ I I i ' \ \ Ira I I I �° MAIL KIOSK \V \ v, - - _ ,n 40,366 SF r- O 1 5 Q > W N 40,224 SF r` \ \ \ 250' 262' - N 0.93 AC O 16 �/ < \ I I N 40,224 SF r` Q 0.92 AC r- 1 7 I 2 Q \ \\ \\ I I I 0.92 AC N a0.92 AC 0,224 F N 42,100 SF I I_ UU 0 \\ \ \ I I o 31 I I 0.97AC N 43,028 SF 28 I r�l I I I I U) DATE .,9 \ 34 / 0.99 AC 41,551 SF I I I I ' > 07/25/2024 40,117 SF �°� / 0.95 AC ZI I I \ \ \ 0.92 AC I m 14T - - - I OPEN SPACE 1 DRAWN BY _ I \ / 4,730,101 SF 2\ � v I 262' - - � � II I`l 146 130' - �16' - - - i 108.59 AC 331 146' \\V A \ t. :r mI I / DESIGNED BY \ \ I A2' �_ 45,882 SF h 331 II 1.05AC L 44,023 SF / J • 1.01 AC 41,960 SF ILO , N / I I _ 0.96AC / p3 / I ' • CHECKED BY \\\ + / \ I 1 Leo EXISTING HOUSE JR W \ _�\ENTRY SIGN \ i / I • / \ EASEMENT � I � i I TO REMAIN \ \� ` , S2g9, �/ �/ �/ • • SCALE 43,927 SF 6 s/ 6�i 18 I • 1„ = 100' 1.01 AC 3,74 I • \\ M �/ A/ I (33 41,053 SF \ \ \ 63,626I 0.94 AC / �� / a1,590 0.95 AC I 1 46 ACF O. / 5'NO ACCESS EASEMENT FLAT ROCK RD ' L_ =- - ---- \ \ 46,158 SF \ \\ \ \ \ I 1.06AC / \ 39'- j oe 0 O I �,� ' PER \ 41,668 SF 0.96 AC / I U L) 40,157 SF / \ \ \o 84 I () \ 0.92 AC Ln 40,527 SF / - N Q LL \ \\ + \ \ 92 ��� 0.93 AC /__, / / / Ln r n J O n 23 �� �� / ' vCL 40,285 SF / "? �!y ,--I z O �..� c�- 0.92 AC / \ Q Fyn ` Q o 30'STREETSCAPE \ �\ \ \ \�iL , / / / U �� U BUFFER �10 I \\ \ / s\ \ \ 40,309 0,93 C / O w \ F LU 'o ao,3sOo sF / ��, \ ♦ EXISTING z `r i Oz o \\ \ \ 0.93 AC / �� \ © / POND // w O N 41,722 SF / ,,^^ 0.96 AC \ ` \ � / / ♦ v U o z Q \ \ \ 40,583 SF / �/ H U Q 2 \ \ 0.93 AC 1-1 \ 7d J o 0 A A V \ �p So, 05 �� cM Q LLJ 3 \ \ �L 72,501 SF �� 0 in 50'PRIME VIEWS&VISTAS \ \\ " \, 90- / 0� \ 2So 1.66 AC Q \ > = w � z J ° G co \ 40,906 SF / 2 � Z N \ 0.94 AC / \ 29,631 SF < U) � zo \ �� co V 0.68 AC \ U C) g 0 / No� >, - \ \ \ \ L oo� h� \ SCALE 1"=100' Z J E O J @N o \ 25,5000 SF \ �g 30'HARNETT Z I--I 0- o 0 - \ \ \ \ / 40,564 SF 0.59 AC \ \�UNTY RIPARIAN 0 100 200 , o a \ \ \ 0.93 AC `�S BUFFER Y SIGNLU ASEMENT / S �/ �/ �/ Z U) 3 - - `\\\ `\ \ , ��� \� LEGEND o o 2 ZN � Q \ \ \ \ \ 9s,la4SF \ �o° ' . . PROJECT BOUNDARY °' 1.98 AC PROPOSED RIGHT-OF-WAY °,y PROPOSED LOT LINE M \ \ \ g \ o° ' PROPOSED BUILDING SETBACK LINE 2'§ WILLIAM & CATHY \ \ \ \ 54,411 SF \ - - UTILITY EASEMENT N 0) _ - THOMAS \\\\ \ - 1.25 AC \� y� 20'DRAINAGE EASEMENT W W W W Y �� . OPEN SPACE ! ' DB 4275 PG 2 /34 \�\\ / °' 333 EXISTING WETLANDS C o PIN: 968 1-75-6427.000 � N \ 338' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH N o WILLIAM & CATHY �\ \c\ �\ ' ALL HARNETT COUNTY AND NCDOT STANDARDS, o THOMAS SPECIFICATIONS, AND DETAILS. E co DB 4275 PG 21,34 PIN: 968 -75-73�2.000 _ _ \ \ \ DAMES WA\ \ Know what's below. JOB NO. cn 2 N - M - _ _ - + \ \\ \\\ BADGETT Call before you did. 49183 m - _ � \ \\\ TRACT i @ o co - _ ` `\ \\\ DB 2576 PG 767 SHEET NO. n o �; _ \ + IN: 968 1-85-7260.000 C2. 1 E Docusign Envelope ID: D4278283-67C2-44F0-8018-39E4EEBB5D47 DocuSigned by'. W W W W W W W W W ��N ` %,,11111 9olt,ln, W W W W W W W W W W W W 1 3FF3``+'145 �.Q�ESV/O --�i Q �< 171' 49' _ SEAL _ 055961 RESERVED FOR OFFIE SEPTIC IIWAD list's�( 4 177,279 F 155 407 AC DO NOT USE FOR 1 ' 54 �o� 100' 29, 71 . 00 ` CONSTRUCTION N 54,445 SF 126' \� NI CM 00 N 1.25 AC I U U 55 ♦ 34, LU w E 71,020 1.63 ACF I I I I I, I ' Z I Z ^ U \ N I W W TEMPORARY I I 56 I 60 J J ko o TURNAROUND 41,350 SF 57 5$ 30,559 SF ` U U N E &EASEMENT o.s5AC N 26,519SF N 2s,s4sSF o 59 0.70AC ��40 �/ �/ 30'HARNETT ` Q Q w U ILI 0.61 AC 0.61 AC N 26,002 SF COUNTY RIPARIAN 278' �1 z 0.60AC �' �\I/� BUFFER 61' -I, "� 01 3 5'UTILITY EASEMENT ` I I `+' �� `+' `Y \ Q W 7 c 170' 295' LU U C2 14 NTC R _ _ _ _ _ _ _ _ _ _ BEACON HEIGHTS ROAD _ _ _ __- ?, /� a- r O 25 50'PUBLIC R W&PUBLIC UTILITY 1 I I U O O sor o- - 81' 64 0 \1/ \1/ \li \Ir \!r \Ir \!r \!r a _ 66 a 1 72' 148' F UTILITY E SEMENT 110' 108'�fo'' -63' -80'. a, _ � -100' �1/ \ z J cn X U 06.000 � 9 �,o,X,o'BUS �� 1 ( -1 QQ'S',UTILITY ASEMENT 1 QQ, _ -97' -6' �g2 \li \l/ \1/ \1/ \1/ \l/ \1/ \1/ \1/ / Q w \ 0 0 8Q cr I'n Z \ \ 33,323 SF 10' �, g0' . m O 5'UTILITY EASEMENT- � ' � _ - � H \ \ I I 0.76 AC � 29T- � I sor I 3Q' °�'�' s ^ mil/ �/ 9 ~ U) - 61 9 > - 3 ' CD LU - - N 33,579 SF ^ I 99 \V \V \ 0.77 AC i J i 99 43,339 AC �� 100 1 \ Ln rn (53) 0 52 0 51 0 50 48 �� 323 _ 1LU 1T 100 \ 1 \ M 60,083 SF M 51,8 F m 38, SF p�j 44,651 SF 31,734 SF �0 58' 1.38 AC 1.19 AC 0. AC 1.03 AC - - 0.73 AC I 102'EO \ 62 � �O \ � 0 20'bRAINAGE EASEMENT 1 I I `O 27,158 SF `� 0.62 AC 42,567 SF \ 37,470 SF N 26 1 SF O 0.98 AC 0.86 AC \\\ 81 Q 0 AC 26,069 SF U / 47 L0 \ ^� � ^O 33,28888 SF SO 0.60 AC \ O 1 O / SF 20.598 C 39,094 SF 63 \ �2/ y� � \�/ /1g5 � 0.76 AC \ 0.59 AC i 0.90 AC 27,127 SF �`�� ,��m / - 247, h ,71 \ \ 0.62 AC \ W W l 172' 148' PHAS 2 1' ego oro � ^ � / � .. �� 77 \ > r i#� / \ 25,302 SF \\ \ 100 1- 0.58 AC \ 2 < 27,221 SF \ \ \ EM\ Q O 0.62 AC � � � � 38,028 SF � TY 9 E" ; 0.87 AC 33 5,�1j A PU c 01 0 42,830 SF / ^O ^ \1/ \1/ \1/ 2i\ so 2 -? 66 5 P�e`c%& > DATE OV 46 0.98 AC OQ 0- � '/ 6 PERM Dd1<NT WETLAND IMPACT 07/25/2024 /�O a / 63,424 SF 842 SF, 0.02 AC 25 9O F o\ \ 25,193 SF 12a O /O / 1.46 AC / 0.58 AC - 6' 1 DRAWN BY 9' 0.59 AC / \ 2� O � 25,378 SF %� � /....... 56 45 OPEN SAP EO� �V \ 0.58 AC /1g1 331 52,27700SSF LO 27 V JO��/ L �/ �/ �/ N �� 6 2 / 'oo \ � \ ` \ DESIGNED BY 1.20 AC N �� 1 �o� `�� 65 31 39' / 26,849 SF CID \ /' 15p 1 • 0.62 AC \ 331 � %`s 31,235 SF o w LN SPACE 8 CHECKED BY 0.72 AC / �o va (1 77 N 1 30.80 AC F • JRW 47,841 SF / `I / o' / 106 \ 1.10 AC • SCALE 36,417 SF \ 1 / 31,674 SIF \ \ �\ 0.84 AC • 1 = 100' mmmmum • PROPOSED 64 1024 SF • I 1 TRAIL / 1.47AC 1 MAIL KIOSK I-- O ry � 33,376 SF 0.77 AC 17 Q N 42,100 SF _I I I- o 0.97 AC N 30'HARNE f G ��VV I '`,, ` s � � � � � � � \J/ CO FIFER RIPARIAN 2 o, I I 69,061 SF \ 1 1.59 AC 'oo > IIOPEN SPACE 1 / V \1/ e-1 0 4,730,7073F '\ I \ 1 � m 108.59 AC LL N 153' Aj, 2� \ \ OPEN SPACE 3 1 z Q I EXISTING POND s�3 J Q 81.99 AC -i CL C \1, 1 ° N I m z U � w � � � � � � /' � vV vV v►, � 'o � 1 � z � � LU o 2 LU L 3,74LU co 0 co v z U OU z o Q o I I / ti 124 Q w 3 o i t z Q z a 49,253 SF a a I Q W o J FLAT ROCK RD - - � `� I J -a 1.13 AC - - - I -- - - / / I SCALE 1"=100' 0 = o 38� - I'-^I 0) U) N I \\ /� PROPTRAIL 11 0 160, 200' Q O v, z I PER ANENT TLAND IMPACT 2 - U Q o o �Iry 8,682 SF; 0.20 AC i 123 3� _ \' U N 76,144663SF 00 I J w o I U) 1.75 AC I I I � o I z I-I a o Q O c 0 84 I I U \-� / / \ / 0 LU U 3 sQ' 120' .� 125 / Uj z N o> w / / -FLAT ROCK R(� �/ / 73,079 1 68 ACF / �6' \ \ 61,4 02 5 AC / � axi 19 T � o -� 26,232 SF o 0.60 AC oMo pj \ - N 33,534 SF / \ 31,686S F \ / 1 .� v ti°j / \1/ MATCHLINE C2.2 0.77AC 0.73AC \ / o EXISTING \_ m m M� M � m m m d� M M M C6�, m m m m L ■ X o h o POND i MATCHLINE C2.4 �- e- sF V 7201 s'�n l 130 127 �� r°' 2 c / ^ti i \ ASFM\ / 33,940SF \ 29ss8SF \ .° ALL CONSTRUCTION TO BE IN ACCORDANCE WITH m o , � �,. v-� 100, \ / 0.78AC �os� 0.68AC \ �`� ALL HARNETT COUNTY AND NCDOT STANDARDS, o 1 / \I/ , v �i vI / �I/ _ ��, _cS E LEGENDa SPECIFICATIONS, AND DETAILS. -06 PROJECT BOUNDARY , o PROPOSED RIGHT-OF-WAY 0 a -- PROPOSED LOT LINE , W�lat�5 a o . JOB No. 3 PROPOSED BUILDING SETBACK LINE 49183 = a before you dig. M N 00 - - UTILITY EASEMENT o OPEN SPACE SHEET NO. 0- 0 N EXISTING WETLANDS C2,2 a) Docusign Envelope ID: D4278283-67C2-44F0-8018-39E4EEBB5D47 DocuSigne by'.`IIIIIII /II E3FF35`45 .Q�EJV/O SEAL = \' -Ij / = 055961 Coo 1 o � � � � %�yti N OQ'���• I I/Iq/unua,'��/2024 DO NOT USE FOR RESERVED FOR OFF#E SEPTIC / �/ I CONSTRUCTION 177,279SF 4.07 AC I I u ' 30'HARNETTcli I I ^o c N N cl� COUNTY RIPARIAN �/ �/ I ko o W'W �/ BUFFER �j LU v E U U \ -� I �' 0 LU Of I a aL U. co z I z i E3 o LU \V \V � 65 46,639 SF I ► o a o `� o 54 104' 106' 1.07 AC n z 106' 29,480 SF N I I f- I 0.68 AC I I o W � � 60 N� I I � rn gg, � - U DR,,�IJVAGEAS MENTLU ' \ N 85 86 87 $8 :m 25,150 SF NI 2558 C C14 0.58 AC 20'DRAINAGE SEMENT I 26,064 SF 20.61 AC F N 25,270 SF �� 20.58 AC F M 0.58 AC I I \ 222 0.60 AC 0.58 AC I 71 93 I I oc 37,176 SF I I O I I z GE EASEMENT 26,448 SF I 46 2 ti a 0.85 AC / I I (D 0 N 26 82 SF 0.61 AC \ 84 N 105'- 36' 47,, / I O 25,273 SF I =81 0. AC 0.58 AC _107' 5 UTILITY ASEMENT I � 26,069 SF 0.60 AC \ �\\ -100' w 39' -- --- �� o'X70 I I w LLJ i104 / 5$_ -------- 18T- ion"sm �'�, I 32,712 SF �/ �l/ �/ I I = Q -133' S'UTILITY SEMENT 1 I 0.75 AC b� 100' -105' � I I Q i1p0 /' O �°'S0 (118 I I O �/ �/ I I DATE 31,399 SF I I Y PSEMEN/ / i75 10'X 70'SDT \ I I 0.72 AC �" `� I i ,--, / I i j 07/25/2024 /-&per G�w �100 119 I o c 5o PUgL\G DRAWN BY al 25,779 SF 225_ ` 41,976 SF / z E �MENi \ 122 120 N I 0.59 AC I 0.96 AC I 331 S UT\ OD I 121 N 26,564 SF ��, I V cQ 31,137 0.71 AC cN° 25,453 SF 0.61 AC � J 0 0.58 AC 292 _ I DESIGNED BY I 331 27,995 SF • \ w 30,506 SF \ I 0.64 AC °� I 20'DRAINAGE EASEMENT I • CHECKED BY 0.70 AC � ass � � � � I 96 I JR W w 32,768 SF \ 33 \ 43,728 SF I • 0.75 AC 5 116 Q \ 1.00 AC I w EN SPACE 8 \ \ -' 36 \� 27,462 SF / I SCALE 6\ 35,024 SF CS \ 5$ 0.63 AC / 0.80 AC \ `p \ 1" = 100' 47,841 SF \ \ 6� \ 25,926 SF / \ / I • 1.10 AC ' \, 0.60 AC 27,275 SF / / 97 � � / I • \ s� 0.63 AC g2 �O� \ I (1 1 3 \ 41.00 AC 3,737 F I / 110 QGo 33,000 SF 0.76 AC �03 36,200 SF ' 0.83 AC SD / ���«I \ 45,445 SF �/ �/ �/ �/ I 0 O, n 36,067 SF / 3g / �p9 5J \ 1.04 AC `I ' , ' \ 0.83 AC `Y / o 362 o5oj - pg �100) 99 �/ v/ �/ �/ ,rP I Ln r o� 41,981 SF \ Q' I 3 �o / / 112 27,239 SF 0.96 AC / I fN Q LL o ' C3 0,63 AC ( I� O 36,066 AC C`V,eJ \GJ�\�\ ��� \ 101 \ \ ,�� ' SCALE 1"=100' V Q 0 •eJe°�G� 20�63 AC487 \ \ � � � � �/ ' I OPEN SPACE 3 ' / / 102 I 0 100' 200' U Q M o 86,778 SF - 1.99 AC \ moo / // / 27,279 SF \ � � � � \ ' cy)I CD � ( ■ , = w 3 0.63 AC o z z c / �,\ 2p'62AC059 F °j� �,2,. LEGEND "�-' 0 z (n N 1041 ��\ 53 PROJECT BOUNDARY i U) �/ m t / 40,453sF � I . . PROJECT BOUNDARY LU 0.93 AC 61 ' / I PROPOSED RIGHT-OF-WAY U O ' / \ � � � PROPOSED LOT LINE U U z o o - -� / / I PROPOSED BUILDING SETBACK LINE J Q o log UTILITY EASEMENT L o � I/ I OPEN SPACE Q LU a m 'S \ , . ,,245' `� _�/ PH 14/ 4 I z a T _J /� PHASE ' i EXISTING WETLANDS J > Q LU 20'DRAINAGE EASEMENT P/1gS _ a rn I �/ �/ E 4 30'HARNETT �/ �/ 0 ° 00 COUNTY RIPARIAN Q ''~^^ v Z N / BUFFER Q QO V l D 0 02 \ J w o o I I _ _ �Y �Y ��� �Y 13� �Y �Y L.L ~ a o M 0 LU I I \ / ^� , z � w Z N M , / \ / \ Q 0 149 190�LU x 39,968 SF U 95,176 SF 49,699 SF 0.92 AC 1 n w M 2.18 AC o/ 1.1a AC o .3 cy) CD E o / / Mo 334, / �/ �/ �f/ I �/ X o U ' ° w2 Cn MATCH .3 �227' `I' `I' ALL CONSTRUCTION TO BE IN ACCORDANCE WITH m o 0 150 INE 2. M �g S 174' ALL HARNETT COUNTY AND NCDOT STANDARDS, o za SPECIFICATIONS, AND DETAILS. r \ 94,263 SF o U 20'DRAINAGE EASEMENT 30,772 SF know what's below. JOB No. � .2 a �ga�\\ . _ 167' / L 267' �, I � � � � ��a. � � �� , 4 9183 = N cl) Call before you dig. U U 00 v SHEET NO. n o co M �; C2.3 CD Docusign Envelope ID: D4278283-67C2-44F0-8018-39E4EEBB5D47 DocuSigne by``IIIIIIIIIII/IIII/II�i E3FF35`45 .Q�ESS/O i Q�- �� - / �.�o.., a5"� i i SEAL 1.45 AC / / / 1.14 AC 1 �� = 055961 o� CD �',`�.s. FNGINEE� - - -- 26,232 SF S' \ � 131 \ 126 \ � � � � 0.60 AC co / ^� 334, WADSS d� ` / 33,534 SF \ 31,686 SF \ / \ / ,' 11 ///1111111„NY�/Z�Z 0.73 AC MATCHLINE C2.2 0.77AC \ MATCHUNE_ .3 \227. HLI�PE C2. � �� �� S ��� DO NOT USE FOR MATCHLINE C2.4 v �72p, s / �� 130 127 00 150 3 CONSTRUCTION UT/L�r O / 94,263 SF \` \y gSFMery 33,940 SF \ 29,568 SF \ �� \ 2.16 AC �700' / 0.78 AC 70 0.68 AC V 0 A7y) 70) �\ 20'DRAINAGE EASEMENT I 30,772 SF sUr 33. 0.71 AC E _ �� V o �2� /0 srSV 16T C o o V A �+ T-- 26T ^ vLU zs \ 700 25 o3s�sF goo co E / V O os c / �e ti 151 / a� 188 F_ � 33,162 SF / cP 25,76677 SF _o �/ Q 7, � 0.59 AC -_5 W m 134 �,0 128 o.7s ac o LU U a aL z \V �/ W 47,640 SF \ Soo A- 27,766 SF / �o / 226' m �/ a 11 cs 1.09 AC S �� 0 o -, O 0.64 AC o / 152 2 a 33,146 SF ^W \ I m z H 5 28,485 SF sec 0.76 AC M �� W m �< 39' 153 `� N a � a< W a J (n U 0.65 AC �r O O ' / 187 g � a X � 54,967 SF / �/ / � 27,618 SF 738 ��/ �- \ 39 j 1 srj\ , / 1.26 AC /0�'b 1 a6 ��� 0.63 AC j~/ cn m O �° o, 31,406 SF 2 100\_ 0.72 AC rn U) 6), CD LU 29,763 SF 5a�M �� 97' / � 0.68 AC O� �3; s'� ry / 154 185 / � �� 28, � �SF,bF,yr / 62,200SF � � � ��� \ 46,391 SF � � � O 1.43 AC I 1.07 AC \ / \ / 33,599 SF o.n AC / 709, � o � � � � 16 vi 137 157 �ry ASFM\ \ \ cy- 97 � � 95,428 AC F 3oO"\ � / 00 / � M O 57,348 SF / / \ 30,031 SF 1.32 AC / 7S2\ 0.69 AC '\ \ j I O I 40,187 SF / 8 26,342 AC 0.92 AC N W I 29,829 SF O \ ^ ^ 192 1 J W 3� 0.68 AC i ) 26,704 SF Oj '_ - 102' 30,371 SF WW 2 Q 0.61 AC ^ C161 102' 102' 10� - - 1 0.70 AC -3 Z V� U�33 '0 y 1 J7' / - y y z 26,495 SF \ I �/ �/ O 40,383 SF 17 0.61 AC � '90 N N� Q U) DATE N� ~ �6 0.93 AC 168 30, j 161 \ \ I oP > DANIEL S. MCLEOD s `� ' \8\ 26,366SF \ 0 246' D i 29,719 SF � 07/25/2024 6: 0.68 AC J I � � �' 0.61 AC I 178 AND WIFE, / ��6 O �I 179 01 180 w O ` 26,023SF O oI 181 1 182 I I O DRAWN BY \ I N 20.59 AC5,500 F NI 25,500 SF N 25,5000 SSF N 25 50 F oI 183 28,3002 SF \ I 331 PAMELA B. MCL EOD / 1671 > 0.60 AC 1 0.59 AC I N 30,189 SF I I DB 892 PG 828 \ / 31,420 SF I 9 c0 0.59 AC 1 0.59 AC I I 0.65 AC 139 0.72 AC / I 230' N I 0.69 AC10 �a DESIGNED BY PC D SLIDE 123A '��- 39,3�F V I X _ _ 0.90 AC 'oo- ti�� 1 162 225' • 331 PIN: 969 05 3045.000 "' 20'DRAINAGE EASEMENT \ 0 I CO O • / 30,695 SF 25,070 SF o CHECKED BY 0 0.70 AC 164 o.s6 AC j I -8T - --_102' • 5'UTILITY ASEMENT_ `1, `I, / 140 \ N N 27,252 SF 102' ---- --102' - -102'- R MW W • JRW _ ------_- -_--- -5T_ o24°'S3 / C194) 36' > 0.63 AC 20.57 AC 5,000 F �O- O �s 35,698 SF 1 - ------ --- ----_- ^230' / U'6;,, 3 .73 C • SCALE + 0.73 AC \ ` / 0.82 AC I I I 1 �� -112' 115' UTILITY S MENT 115'- \ °s 46 V /`y5� �o �. O I 163 -115'� -95 24 �'� �06 � 1„ - 100' r` '30,103 SF � ' � 725. � 25,000 SF �7)9 0.69 AC 0.57 AC ��S �� 1 9 5 3 / 37' 100'- I 172 39,291 SF •O 105' S'UTILITY EASEMENT 20cJ 3� I - I 1 73 1 174 \ 0.90 AC 058 \707' 50'PUBLIC R/W 8,PUBLIC UTILITY -------_- 30.69 AC NI 0.58 AC 041 25,520 SF N 25,530 0 F N 1 176 9g, \ ' ____ _o N 25,475 SF N N I 175 -_ N 25,919 SF N60 AC I '177 0.59 AC 1 0.59 AC I \ / C14 � 52'- -100' 27,ao2 SF 35,315 SF 100' 5'UTILITY EASEMENT 100- - -95' I 0.63 AC 0.81 AC �- I � 24 - -154'- 0 _ _ --- / ANDREA FAIRCLOTH 144 1 145 14 I I 171 115' 76' I 115� g4' / 4 \ 'O� 51' 49 29 N O o --- DB 3045 PG l9I I 0 I 147 1 148/ G, N 31,177 SF N 25,000 SF N 25,000 SF N 25,000 SF O 32,557 SF / / 5 1 c i PIN: 9691-04-6633.000 143 0'72 1 0.57 AC I 0.57 AC I N 20.s82 C 0.75 AC / '^^ N 43,652 SF 0.57 AC 1 0.69 AC N I I ' u , L 327' 3 1.00 AC - - - - N Q LL 0 co I ` N N 25,919 SF J a _ os, I 170 ��'� (203� 204 IN 205 j Ln ( n Z O 0- / 35,059 SF 278 SF I 0.60 AC I v Q 137' 148' _ 32,921 SF o 0.80 AC E63 AC m 100, 100' =00' - 0.76 AC / I Q o � U � � 121' 220' = w o PROJECT BOUNDARY I I co 6 � -7213' 0 V / pC w o v i I 157' 125' z Q I 1 I I TEMPORARY I LU Z I 1 O �/ _00 TURNAROUND I &EASEMENTLU I I z - - I GARY G. BUFFKIN ' U U Q z _ - _ AND WIFE, I JEFFREY �. THOMAS J Q U) I _ _ I� _ 1 I DELORES M. BUFFKIN I AND WIFE, Q Uj J JEREMY �c REBECC I I X UGENE ICL YDE L. PA TTERSON CL YDE L. PA TTERSON I - _ DB 7077 PG 461 WANDA THOMAS Q a I CLARK A D WIFE AND I AND I I DB 825 PG 404 ¢ W , o THOMAS O P1N 969 -2 9.000 J = oQ� DB 3540 PG 944 I �L► DEL DEVELOPMENT, ROBBIE C AMBLESS MOSS OAK MOSS OAK I - _ PIN: 969��4-7�77.000 p o 0 Z 00 lcl� 0 LLC CL RK INVESTMENTS lNC INVESTMENTS INC Q o (n o 0 PIN: 969 -04-4385.00® Z DB l07 PG 523 DB 2758 PG 238 DB 2937 PG 809 - - U Q 0 p 0 _ _ pl DB 7612 PG 845 1 I w @ o _ _ I PIN: 969 -04-9359.000 1 MB2 0 / b PG 68 4 I PIN: 9691-14-5323.0001 PIN: 9691-14-8390.000 0 o J 0 oc pC � � D_ 0 8 w _ _ I PIN: 969y-�4-2375.000 I �I GA RY G. BUFFKIN , Q O o � � 1 z � � 3 wU) Z n °' O 2 7 Q Q LU � o o w o �� 0 U CL m o .3 M 0- 0) m N C ,2 > Y N 7 N O in 0 O U m '� L 2 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH m o o ALL HARNETT COUNTY AND NCDOT STANDARDS, "' LEGEND SPECIFICATIONS, AND DETAILS. D U M Q PROJECT BOUNDARY z PROPOSED RIGHT-OF-WAY , o I U) -- PROPOSED LOT LINE Know what's below. JOB NO. 0 c a SCALE 1"-100' PROPOSED BUILDING SETBACK LINE , .L M - - UTILITY EASEMENT 49183 ,2 111119= OPEN SPACE a before you did. 0 1OO' 200' SHEET NO. 2 o EXISTING WETLANDS M M �; C2.4 r Docusign Envelope ID: D4278283-67C2-44F0-8018-39E4EEBB5D47 DocuSigne by``IIIIIIIIIII/IIII/II�i E3FF35`45 .Q�ESS/O i SEAL 055961 Coo FNGINE��OQ�`�.��• /WA omts D I ,��%z o z 4 DO NOT USE FOR W W 39,968 SF \/`/�/ i i CONSTRUCTION � � 0.92 AC N C I I - � I I E I N/ 1�/ o� - c I N E LU v E I I a� I I 0 LU c0 I I Q LL o Z I I W C o M I I ax ' co H . I I ¢ a LL. w 202 I I o cr 60,170 SF 2! o F � 1.38 AC F- - o uJ a L rn J LU W m 1-21 N 58,065 SF °) I I uj 3F / ' �/ 1.33 AC 6 �l N > w LU 28,162 SF q �/ cn 0.65 AC 00 of cn DATE 0712512024 O0 DRAWN BY I I 331 \ 26,154 SF j {C%4 L 0.60 AC I DESIGNED BY S I I I � 2 f ' • 331 25,546 SF 0.59 AC ti 8 21 CHECKED BY moo° j I 70' CP&L ' \ JRW POWERLINE �� • EASEMENT �� \ • • SCALE I 197 j� / • 1" = 100' 31,058 SF �6'\ \ 0.71AC 36' a / 36' / / I 160' I/ i 216 MI 177' - 133' 48' i I I I 92.17 AC F o �J/ ti°h I 214 1 in C NI 96 I N 33,450 SF N 41,364S F 0 195 v 30,245 SF C21 ) O_ I 0.77 AC 0.95 AC w 0.69 AC 213 I 0 39,291 SF 31,627 SF of 0I 1 0.90 AC 0.73 AC 32,797 F 75 AC I I / 1 I ^ 0 Ln m 74' ,o'x�o' I _ 3 N z 0 Ln ° 24' - 149'- I i O Q 154'— � -181' 5'UTILITY EASEMEN -117' I—I -10T —1— —110' 145'- l0 J CL _ - - - - - _ _ - - z Ln m - --- Q o 50'PUBLIC R/W&PUBLIC UTILITY —- -— U H� U 29" -81' -16, —101' —101' —101' -—-—_—_—_— � (!) � w _ 100' 101' 5'U I I EASEMENT -- - 3 --�, —49' -420' O / r) w �' i z \,/ J °C O = o LLJ O z V) �� *OD6 �� 207 a� 208 209 u 0 O 210 I TEMPORARY z z N 25,919 SF h 26,137 0.60 AC NI 25,247 SF N 25,242 SF N 25,237 SF cO l0 211 o TURNAROUND LU ( l m SF N 78 SF 0.60 AC 0.58 AC 0.58 AC N 25,232 SF N OPEN SPACE 5 N N &EASEMENT U v z 106,130 SF I-1 U 0 ,C 3 AC 0.58 AC 0.58 AC I 31,93 AC I U 2.44 AC Q LU o Q z z � a ITT125' I '-' Q LJJ D O 86' 101, 101, 101, 101' I J _ -0 � _ O 00 I 91 3— 0 Q Vl mzp cliz U < C) ° � 21 LU LU E I JEFFREY THOMAS I PROJECT BOUNDARY O O J AND WIFE I SCALE V=100' ~ ° I WANDA N THOMAS I I EDWARD JAMES I 0 Q DB 825 PG 404 AMOS MAYNARD o 100, 200' z � 3 Ul/OMACK AND WIFE, THORNE AND PENNY LU Z N PIN: 969��4-7�77.000 — — THOMAS THRONE WARD 0 0- w IDOROTHY lA A .4A bl' � 19 ow 0 U CL m 2 .3 M 0- 0) m N C ,2 Y N d7 7 N U N O L 2 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH m o ALL HARNETT COUNTY AND NCDOT STANDARDS, o SPECIFICATIONS, AND DETAILS. a LEGEND 06 .0 Q PROJECT BOUNDARY , o N PROPOSED RIGHT-OF-WAY Know what's below. JOB NO. � o — — PROPOSED LOT LINE , M PROPOSED BUILDING SETBACK LINE Call before you dig. 49183 m — — UTILITY EASEMENT o v OPEN SPACE SHEET NO. n 0 C2.5 u) � E M EXISTING WETLANDS N