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Home My WebLink AboutSW6201202_Plan (Prop. Site)_20201208VICINITY MAP NOT TO SCALE r 1 I 1 /2" EREJ ECM Zk CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C1 41.68 25.00 S44.04'29"W 37.02 C2 21.03 25.00 N64°03'47"W 20.41 C3 51.95 50.00 N69°44'04"W 49.65 C4 54.63 50.00 N49.11'50"E 51.95 C5 55.26 50.00 N13.45'56"W 52.49 C6 21.03 25.00 N67°44'50"E 20.41 C7 36.85 25.00 S45°55'31 "E 33.61 C8 41.67 25.00 N44°05'18"E 37.01 C9 21.03 25.00 S64°03'47"E 20.41 C10 70.45 50.00 N80.20'03"W 64.77 C11 30.47 50.00 S41°50'32"W 30.00 C12 73.98 50.00 S18°00'01 "E 67.41 C13 66.29 50.00 N81 °38'01 "E 61.54 C14 21.03 25.00 S67°44'50"W 20.41 C15 36.87 25.00 N45.54'42"W 33.62 C16 79.34 50.00 S89.06'47"W 71.28 1' 3 N/F ROBERT EARL WILBOURNE & WIFE, LOIS ANN WILBOURNE DB 8376, PG 57 PB 112, PG 169 1 /2" _ ERB N 482,546.162 W W W W W W W W W W W E 2,087,888.145 NC GRID NAD 83 W W W W W W W W W W W W W W W (2011) W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CA1 107,713 SF W W W W W W W W W W W W W W W W W 2.47 AC N/F ERNEST A. BUNCE, JR. DB 2315, PG 329 LEGEND: ECM® ECM -EXISTING CONCRETE MONUMENT EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE ADJACENT PROPERTY LINE TIE LINE RIGHT-OF-WAY - - - - -SETBACK LINE OVERHEAD UTILITY X FENCE LINE TREE LINE 145 MAJOR CONTOUR 141 MINOR CONTOUR x 140.47' SPOT ELEVATION -I- BENCHMARK PP UTILITY POLE C• GUY WIRE wV N WATER VALVE FIRE HYDRANT HARDWOOD TREE ASPHALT 0 BUILDINGS SITE DATA DEVELOPER BEN STOUT CONSTRUCTION MAILING ADDRESS 409 CHICAGO DRIVE - SUITE 103 CITY, STATE FAYETTEVILLE, NORTH CAROLINA 28306 PIN NUMBER 0488-82-9301 TOWNSHIP EASTOVER TOTAL SITE ACREAGE 30.22 AC ACREAGE TO BE DEVELOPED 30.22 AC ZONING R40 EXISTING USE UNDEVELOPED/ RESIDENTIAL PROPOSED USE RESIDENTIAL DISTURBED/DENUDED AREA 5.83 AC IMPERVIOUS CALCS: PRE -DEVELOPMENT 0.2% POST -DEVELOPMENT 24% SETBACKS REQUIRED: FRONT 50 FT SIDE 35 FT REAR 50 FT DENSITY NET DENSITY 0.86 UNITS/ACRE I f 4 N/F IROBERT EARL WILBOURNEI N/F ILOIS DE 8N W1I PG 59NE I SH DPB5102N PG COLLIER 42 SONYA AUTRY MOZINGO PB 112, PG 169 I I TRACT TWO OF DB 10443, PG 298 PB 102, PG 42 1/2" 1/2„ ERB ERB 21 F 20 40,048 SF 40,9116 SF 0:92-AC � � 0.94 AC FAITHWILL COURT-------- 50' PUBLIC R/W 46,845 SF-// -"-"-' �08 AC40,516 - - SF 40278 SF 0.93 0.93 AC� 0..92 AC ECM SITE NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED. 4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER CITY OF CUMBERLAND COUNTY AND STATE REGULATIONS. CD 41,098 SF 0.94 AC 18 40,858 SF 0.94 AC 1 /2" ERB I I TBM f \5 i 4D DISK #1 i N 482,533.399 N/F i E 2,089,546.237 HELEN C. AUTRY ELEV 140.92 DB 10644, PG 546 NCGRID NAD 83 I PB 98, PG 105 i NAVD1188 I 2 EIP 25 F O26 40,442 SF -140,895 SF 0.93 AC 0.94 AC J j L - . _] 1 /2" O ERB I I I I I EIP I WITH 1 /2" ERB f 7 1 N/F SONYA AUTRY MOZINGO TRACT ONE OF DB 10443, PG 298 PB 98, PG 105 I 2" EIP WITH NAIL �\ E SOto,/ 0 O N 00 N 0 N 00 0 a z 0 it 0 0 z 9 N/F BRIAN E. SHIREY, ROBERT L. & JEANET SHIREY DB 7732, PG 782 PB 112, PG 199 F 17 16 -1 1-0-1 IFZ 40,218 SF F 14 � F � 120,21 AC 40,089 SF 40,243 SF1.0 0 11 10 0.92 AC 0.92 AC 40,396 SF 40,550 SF O - I 0.93 AC 0.93 AC 40,704 SF 40,858 SF - - - -J I 0.93 AC I 0.94 AC �40.949 JAMESALLENLANE __50' PUBLIC R/W , 0.96\AC -..-..-..-..-..-..-..- -..-. 7n-i CA2 1 � 2 O � � - O O 1 1 4 40,229 SF O O 5 7,347 SF F6 40,198 SF O O(D 0.40 AC L 0.92 AC L 0.92 AC I L40.934ACF I 40.937ACF 40,733 SF 40,860 SF u -J �lL L 0.94 AC I 0.94 AC 0.96 SF C u -1 L . - -1 L 0.96 AC 1 - -1 2" EIP 5/8„ (LAID OVER) ERB N/F 1/2 M ROY S. ROBINSON & WIFE, ROY STEPHEN ROBINSON ERB I' A �� D CYNTHIA F. ROBINSON &WIFE, I DB 8912, PG 439 CYNTHIA FLOYD ROBINSON I MoEIP TRACT ONE OF JERRY SAMUEL COLLIER & WIFE, LOIS R. COLLIER I -1 - I _DB 10477, PG 724 - DB 5388, PG 133 1 000 PB 124, PG 178 ROY STEPHEN ROBINSON & WI FE, I Z CYNTHIA FLOYD ROBINSON 70 TRACT TWO OF Q DB 10477, PG 724 �1 2 ERB 1 2 - ■ ERB 0o N rn I ■ I ■ I �3A; ARTHUR JOE DOUGLAS & WIFE, ELVIRA G. DOUGLAS DB 5159, PG 502 PB 105, PG 24 1/2" ERB 41,715 SF 0.96 AC - 1/2„ ERB 3B; I _ ARTHUR JOE DOUGLAS & WIFE, 13C ELVIRA G. DOUGLAS DB 5159, PG 502 I ARTHUR JOE DOUGLAS & WIFE, PB 105, PG 24 ELVIRA G. DOUGLAS DB 5159, PG 502 IPB 105, PG 24 GRAPHIC SCALE 120 0 60 120 240 ( IN FEET ) 1 inch = 120 ft. I I N 4112,445.551 E 2,091,352.546 ECM NC GRID NAD 8 (2011) ECM 11E/RB 480 4Dsite solutions Civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4D site solutions.com y\ CARo sFl. "U suR�: �i�qN1R 11S�� N� b3.25.21 REVISIONS PROJECT NAME FAITHWILL FARMS SUBDIVISION OVERALL SITE PLAN CLIENT - Constr0 uctiota n 409 Chicago Drive - Suite 103 Fayetteville, North Carolina 28306 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1691 DRAWING SCALE HORIZONTAL: 1 "=120' DATE RELEASED MARCH 25, 2021 SHEET NUMBER C-200 VICINITY MAP — NOT TO SCALE — - — — - f \3,� N /F I ROBERT EARL WILBOURNE & WIFE, LOIS ANN WILBOURNE DB 8376, PG 57 I PB 112, PG 169 I - 1�2" � ERB I � ---- ECM S88°19'39"E 530.15' N 482,546.162 E 2,087,888.145 \1/ \1/ \1/ � \11 � \1/ NC GRID NAD 83 — (2011) 41 .y • .y .y �, y — J; -� d.-- 10' UTILITY EASEMENT.1, �, .y — w . 107,713 SF 2.47 AC S9) 86. N60. �L 230) `Y 92� 49 To q� LEGEND: ECM® ECM -EXISTING CONCRETE MONUMENT EIP Oo EIP-EXISTING IRON PIPE ERBO ERB-EXISTING REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE ADJACENT PROPERTY LINE TIE LINE RIGHT-OF-WAY - — — — -SETBACK LINE OVERHEAD UTILITY X FENCE LINE TREE LINE 145 MAJOR CONTOUR 141 MINOR CONTOUR x 140.47' SPOT ELEVATION -I- BENCHMARK PP UTILITY POLE C• GUY WIRE wV N WATER VALVE FIRE HYDRANT HARDWOOD TREE ASPHALT 0 BUILDINGS C2.1 c2z SHEET KEY N /F ERNEST A. BUNCE, JR. DB 2315, PG 329 1/2" ERB 194.46' I\�E Sots � I To O N 1 � N 1 1, 4 - --- N /F I 3 i ROBERT EARL WILBOURNE - ; PP LOIS A N WWILBOURNE I SHARON RENE PG I D DB 8376, PG 59 z PB 112, PG 169 I PB 102, PG 42 I � 1 c� z I I N /F I SONYA AUTRY MOZINGO I TRACT TWO OF DB 10443, PG 298 I PB 102, PG 42 I I I I I 7 JE/R 1/2" S88°19'49"E 535.41' TOTAL ERBECM 240.00' S88°17'32"E 533.01' TOTALw100.95' 114.05' 215.00'ECM 203.95' M. N W1i-• _ M 3 z o= 21 20 x -„ 40,048 SF I = I 19 C � A 0.92 AC !� 40,986 SF w I rn I 18 z 0 0.94 AC CN I 41,098 SF I 91 r ) 1 0.94 AC 40,858 SF cD o? r •u0i I o iv 0.94 AC o 092� %% \ \ z z I I PP z I n 0 3 /0 __j \ z � I s6. ri �C10 —� A D rn S72°3321819' N68'52'04"W / _ 74.04' — — ' ' — ' 21.19' / 10'X70' SIGHT N II r -- - 182.50' .—..—..—..— — —..— TRIANGLE o z 10' UTILITY EASEMENT 182.50' " — " — " — — — — - — . . N88°09'28"W 256.54' TOTAL _ _ 195.0_0' G� 0 J FAITHWILL COURT ^ —� — N88.09'28"W 377.50' TOTAL Ln I i 4M 50' PUBLIC R LO N88.09 28 W UTILITY LINE TO C1 22 I :. N �W - 25.00' TOTAL N BE REMOVED/ o m 1� m 46,845 SF G1� — 108.69' - - - - - - ___KIOSK N88°09'28"W 708.69' TOTAL MAILRELOCATED rnI00 w �yq0 rr1 \ — .. — .. — , • — —10' UTILITY EASEMENT 210_00 — — AREA - - - - - - - - - - - w = 1.08 AC 210 00' T �S > I —I D o� F— I \ 1h w 10'X70' SIGHT Iv / I BUILDING TO °� wl BE REMOVED TRIANGLE 00 • h� I I 24 °�' w ' I y I �(b 40,516 SF I 25 N 0.93 AC 40.928ACF N 40,442 SF I 13 I 26 I r7 0.93 AC I 40,895 SF — o I I o I o• 0.94 AC o mp 00 3 cn Zo °° Cm c� 70 8263 — — — —1 I_ _ — _ \ o • g � 184.81' / 70 210.00' ECM \ 210.00' 00 N N87°56'43"W 826.20' TOTAL 221.39' rn V5/8" \ 2" EIP (LAID OVER)RB \ I A ; 1 \ JERRY SAMUEL COLLIER & WIFE, I \ LOIS R. COLLIER \ DB 5388, PG 133 1 PB 124, PG 178 1 \ \ I \ I \ 1 \ I I �1 I I I 1 1 GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com �CARO �Z// �2:pFSS0% • SEA02 G I NE .•:�� U3 -25 =21 REVISIONS PROJECT NAME FAITHWILL FARMS SUBDIVISION DETAILED SITE PLAN CLIENT M OLff Construction 409 Chicago Drive - Suite 103 Fayetteville, North Carolina 28306 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1691 DRAWING SCALE HORIZONTAL: 1 "=60' DATE RELEASED MARCH 25, 2021 SHEET NUMBER C-201 o LEGEND: HOPE 0 ECM® ECM -EXISTING CONCRETE MONUMENT o y(iQcy EIP 00 EIP-EXISTING IRON PIPE D SITE A ERGO ERB-EXISTING REBAR z o COMPUTED POINT oD N/F - NOW OR FORMERLY R/W - RIGHT OF WAY PROPERTY LINE ADJACENT PROPERTY LINE OPT - TIE LINE RIGHT-OF-WAY -SETBACK LINE OVERHEAD UTILITY eiC X FENCE LINE 1/2" OERB SOG E BETHgNY pR TREE LINE 0 Q 2 145 MAJOR CONTOUR N NORTH 141 MINOR CONTOUR x 14a•47' SPOT ELEVATION I BENCHMARK VICINITYMAP DID 0UTILITY POLE C• GUY WIRE wV NOT TO SCALE WATER VALVE FIRE HYDRANTco I I N HARDWOOD TREE I 00 `1 0 ASPHALT I z 5 �� 0 BUILDINGS N/F I 7 HELEN C. AUTRY N/F I - z DB 10644, PG 546 I PB 98, PG 105 SONYA AUTRY MOZINGO TRACT ONE OF DB 10443, PG 298 PB 98, PG 105 TB M N/F 4D DISK #1 I I BRIAN E. SHIREY, N 482,533.399 ROBERT L. & JEANET SHIREY E 2,089,546.237 DB 7732, PG 782 ELEV 140.92 I I PB 112, PG 199 NCGRID NAD 83 (2011) NAVD 88 I 2 I EIP EIP WITH I 1/2" ERB 218.35' 207.00' 0 S88°21'48"E 1807.15' TOTAL 2" EIP 207.00' WITH NAIL 207.00' 207.00' 207.00' 207.00' 346.79' cli rn I O 15 N - 1v- 40,218 SF I = I 0)"' O - 0.92 AC !u 40,089 SF I I 0)I 14 I` I IrnN .,IO I I 0.92 AC 40,396 SF o I rn 4 0.93 AC 40,550 SF o o = 1� 0.93 AC N 40,704 SF z o I :0 I I 0 I ,0 0.93 AC N 40,858 SF w z o :n o r� 0.94 AC N 40,149 SF 1 10'X70' SIGHT I z Z o I I o I o 0.92 AC / �htx / TRIANGLE z z I p I �� - - - • - MAIL 177.00,-..-..-..-..-..6-o .-..---.. KIOSK _ 207.00' UTILITY EASEMENT 207.00' - " - -7. i ' C16 O o S88°09'28"E 1458.11' TOTAL - - - .. - • . - .. - 207.00' � 41 0o- - •- •-•.-..-••-•. 207.00' __ __ ( 41,665 SF sss°o9'2s"E JAMES ALLEN LANE - - - - 39.11' G6 0.96 AC J N - - - - - - - _ _ .. - .. - .. - 25.00' TOTAL - LO 50' PUBLIC R/W 453.67' TOTAL i• D 72.17' - ..207.00' 174.50' .. - .. _ 65 - _ _ �"`s" ` - •- - •. - .. - - _ _ - S88°09'28"E 929.75' TOTAL _ S68°52'04"E 12.50' 12.50'-21.19' '08"E - . 174.50, - - - 10' UTILIT 207.00'ENT - - - _ _ r 21.19' N72*3-..-..-..-..-.0o'ENT .-..-..-..-..-..-..-.. 207.00' ..-. -- \ z SIGN -..-..-.. -..-..-..-. 207.00' -- / I EASEMENT ..-..-.. 134.25'• I 10'X70' SIGHT C2 / TRIANGLE W = W N m 17,347 SF n 0.40 AC C� J 0 INFILTRATIOIN N N BASIN 209.18' I . I 40,229 SF 0.92 AC I� 2 0 N I I 40,198 SF 0.92 AC I 210.00' N87°59'21 "W 419.18' TOTAL I 1/2„ ERB N/F I N/F I ROY S. ROBINSON & WIFE, I ROY STEPHEN ROBINSON I CYNTHIA F. ROBINSON & WIFE, DB 8912, PG 439 CYNTHIA FLOYD ROBINSON I TRACT ONE OF I DB 10477, PG 724 1" EIP � - I I N/F IROY STEPHEN ROBINSON & WI FE, CYNTHIA FLOYD ROBINSON I TRACT TWO OF DB 10477, PG 724 I _ 1/2„ -b ERB 1/2 - ERB - 1 1 c2.1 C2.2 SHEET KEY 01 001 00 3 0 3 o I I 40,324 SF 0.93 AC 210.00' 00 (D 40,607 SF rN� 0.93 AC 0 0 fn 207.00' �3A; ARTHUR JOE DOUGLAS & WIFE, ELVIRA G. DOUGLAS DB 5159, PG 502 PB 105, PG 24 I I IN 482,445. E 2,091,352. INC GRID NAD ECM1 (2011) o a LO ~ o r7 ifl N LO p 0 0 o 0 I ► I 0 M 40,733 SF O O 0 0.94 AC C' 40,860 SF 3 LA 0.94 AC 41,610 SF o 41,715 SF 0.96 AC I 0.96 AC cn I o ;n 03 Oq 207.00' 207.00' i` 1/2" N87°59'21 "W 1338.72' TOTAL 207.00' ERB 300.71' 1/2„ ERB I I ECM 1/2" N88°50'17"W ERB I14.15' I � 313 ARTHUR JOE DOUGLAS & WIFE, ELVIRA G. DOUGLAS 3C DB 5159, PG 502 PB 105, PG 24 I ARTHUR JOE DOUGLAS & WIFE, ELVIRA G. DOUGLAS DB 5159, PG 502 PB 105, PG 24 I I I I I GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. 4Dsite solutions Civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, INC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com \Ik \A CARO �Z// SEA 02 •G I NE .•: ja�� 11i I I110N U3 -25 =21 REVISIONS PROJECT NAME FAITHWILL FARMS SUBDIVISION DETAILED SITE PLAN CLIENT - Constrota uction 409 Chicago Drive - Suite 103 Fayetteville, North Carolina 28306 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1691 DRAWING SCALE HORIZONTAL: 1 "=60' DATE RELEASED MARCH 25, 2021 SHEET NUMBER C-202