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Home My WebLink AboutSW6220702_Plansheet - Proposed Conditions_Site Plan_20220810VICINITY MAP NOT TO SCALE /� / 100 yFV � ,00 'Iff � NCDOT R/W OQ 1, DISK F o 00[ I I I I I I „ , Im �^ `�.. •� �Ri �,,�,,��♦��♦�♦��•�-� - / �,I III , -_ -_ .NO yi►,�J►►i►�i►�. .,_•art►,.,,�•,►-i�ita♦.,ai�►i►n►iif��;-��i.�3'"'"i',�►- i , �%��rr'♦�•��♦�♦♦♦♦♦♦♦♦ `y _ '' , its,1��,i►�,�i►,>'i3,�►`i,L♦,�,' a�, ,��1► , _ ice• �♦♦ ♦♦♦♦�♦♦♦i �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ �♦♦4• .. ��F.r►�-�•��♦�'��:��♦�'��♦�'��'�� >.'��'��'��►�►��s'�♦�* - '�'� _ . •�.♦�� ♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i��i�i 0 �+♦��a�:♦�♦i�i♦i�i♦i♦i♦i♦♦♦i♦i♦i♦♦♦i►♦i♦i♦�♦♦♦i��i,�i ,�►r► ��,�,i,�,♦,�,?,�,i,�,?,�i,�,♦,�,iai,�,?,ri►,�,?,�i,�♦,�,i,�i,�,?,��,�,♦,�,r,�,i��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦. ,�i,�i► ♦�♦ ♦t♦C� �♦ ♦��♦♦♦♦♦♦ '' ` ,-a♦♦,�J,�►,aiai,�i,�♦,pia♦,a♦,aria♦,ai,�♦,pia♦,a♦,�i♦♦,ai�♦ �iai♦�•`�i r♦,��,a♦,a♦,�iaipia♦,pia♦,a♦,�ia♦,pia♦,�i,�♦,a♦,a�,a♦,pia♦,pia♦,a��♦♦t♦�♦�♦O♦0♦_�.!♦�i'�,a♦i'a�'a♦♦ •. ♦♦♦♦♦ ♦ � ,�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ NCDO R/W I DISK \ TBM I 4D DISK #1 N 549,023.319 E 2,052,827.427 NCDOT, ELEV 115.36 nin nDin ninn oz R/W ' DISK f IMILOWS531. r�r1/2.. ERB EXISTING ' WHEEL HUB IN/F ' PP EXISTING FRANK A. COLLINS & WIFE, WHEEL / CANDIS C. COLLINS ' I HUB N/F DB 3881, PG 30 FRANK A. COLLINS & WIFE, I ZONING Al I CANDIS C. COLLINS I DB 3881, PG 28 ZONING Al / EXISTING WHEEL HUB 1/2" I WITH 1/2" EIP ERB o 1 1/2" EIP NCHED) o 1/2" RIP GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 — — — — — — — 60 59 58 cc 45 46 47 48 CC49 00 CA2 /55 100 yp A ooto100 YF100 YF x1LEGEND: COLLIER GATE STREET 0 DOT DISK 50' R/W (PUBLIC & UTILITY ACCESS) �� EIPO EIP—EXISTING IRON PIPE IR O EIR—EXISTING IRON ROD —————————————————————_ ERBO ERB—EXISTING REBAR o COMPUTED POINT N/F — NOW OR FORMERLY 0 0 OR/W — RIGHT OF WAY 2221 20RCP —REINFORCED CONCRETE PIPE PROPERTY LINE N 548,499.863 ADJACENT PROPERTY LINE E 2,054,920.914 NC GRID NAD 83 f� 2\(2011) RIGHT—OF—WAY �,�� // OVERHEAD UTILITY 1 1/2" N/F — — WETLANDS EIP WITH CAP PLATO M. WILLIAMSDB EASEMENT 9316, PG 218PERMANENT PB 144, PG 63 TREE LINE ZONING Al 270 MAJOR CONTOUR 278 MINOR CONTOUR 30'— 30'— 30' VEGETATED BUFFER X 301.2s'SPOT ELEVATION BENCHMARK 2 PPS UTILITY POLE N F CC GUY WIRE THOMAS GARY PEMBERTONCC52 D4 WATER VALVE DB 395, PG 231 HYDRANT PB 7, PG 26FIRE ZONING AlASPHALT WATER METER WETLANDS UNSUITABLE SOILS SURFACE WATER SITE DATA OWNER STOUT LAND DEVELOPMENT, LLC MAILING ADRESS 1786 METROMEDICAL DRIVE SITE NOTES CITY, STATE FAYETTEVILLE, NORTH CAROLINA 28304 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE PIN NUMBER 0554-49-0024 BENCHMARK AND MUST BE VERIFIED BY THE GENERAL TOTAL SITE AREA 3,161,332 SF (72.57 AC) CONTRACTOR. �E Sot,,, AREA TO BE DEVELOPED 3,161,332 SF (72.57 AC) 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE 5 EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CURRENT ZONING RA-40 CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL cn EXISTING USE UNDEVELOPED CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO PROPOSED USE SINGLE FAMILY RESIDENTIAL VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING PROPOSED BUILDING LOTS 61 CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL DISTURBED/DENUDED AREA 13.3 ACRES CONTRACTOR'S EXPENSE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. OPEN SPACE REQUIRED 1.14 ACRES 4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OPEN SPACE PROVIDED 31.11 ACRES OTHERWISE NOTED. 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF —SITE IN M SETBACKS REQUIRED: RA-40 ACCORDANCE WITH STATE AND LOCAL LAWS AND 00 FRONT 30 FT REGULATIONS. Q6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER z CORNER SIDE 20 FT CUMBERLAND COUNTY AND STATE REGULATIONS. SIDE 5 FT 7. ALL EXISTING FENCES, STRUCTURES, AND POWER UTILITIESREAR 25 FT WITHIN PROPERTY LINES TO BE REMOVED OR RELOCATED. z 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 `````�y\ CAR, z Q. ......... � G� Zp�FESS /p'•.��i AL r 457 sF�SuR0:: I III 71V/ R i►SE� bl' sll REVISIONS PROJECT NAME COLLIER GATE ESTATES SUBDIVISION (ZERO LOT LINE) OVERALL SITE PLAN CLIENT AGS LAND LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1784 DRAWING SCALE HORIZONTAL: 1 "=100' DATE RELEASED J U LY 18, 2022 SHEET NUMBER C-200 CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C1 48.45 25.00 S38'48'15"E 41.22 C2 63.60 475.00 N81'50'09"E 63.55 C3 214.68 1025.00 S84'00'00"W 214.28 C4 34.80 25.00 N50'07'1 YE 32.06 C5 77.85 425.00 N15°29'17"E 77.74 C6 110.31 425.00 N28°10'17"E 110.00 C7 237.20 425.00 N51'35'45"E 234.13 C19 30.77 25.00 S54'44'08"W 28.87 C20 127.00 50.00 N87'45'52"W 95.51 C21 45.81 50.00 N11'15'00"E 44.23 C22 45.81 50.00 N63'45'00"E 44.23 C23 39.27 25.00 N45'00'00"E 35.36 C24 39.27 25.00 S45'00'00"E 35.36 C30 39.27 25.00 S45°00'00"W 35.36 C31 39.27 25.00 N45'00'00"W 35.36 C32 204.20 975.00 S84'00'00"W 203.83 C33 106.58 525.00 N83'48'56"E 106.39 C34 31.81 25.00 S53'10'32"W 29.71 C35 45.04 25.00 S38'23'37"E 39.19 C47 207.63 375.00 S59'06'33"W 204.99 C48 196.58 375.00 S28'13'49"W 194.33 I 1 1 I I 1 TB M 4D DISK #1 N 549,023.319 E 2,052,827.427 ELEV 115.36 1 NC GRID NAD 83 1 (2011) NAVD 88 REMOVE EXISTING CROSS PIPE 1 I I 1 N. I NCDOT R/W DISK / APPROXIMATE LOCATION OF EXISTING WATERLINE / I / 1 Q Nl PF to tU 0 U oQ m ~ W W J � m Q 41 a o 0) o CO to co o 1 m N z z 0 0 0 NCDOT R/W DISK e - e - � -�-�-�� GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 FEW 0+6 N NO IN Ow ON IN IN OWN i 0 00„E 7s•0p0 E S3, 014 5.68 , • N90'00'00" E� 1 ♦ 125.00' TIE i k G'1� J0 � o „E 1p2 g1' / / i LA can A7 CA 9' 3 GE EASEMENT \SSA' � � 10, ORA�NA F,P / /OSOO / / / W 843,339 SIF (19.36 AC) cp 20,868 SF 20,617 SF I `V (0.48 AC) (0.47 AC) N90'00'00"E 250.00' TOTAL ' / / ��'� / // / / 99�R 69. �8 S's, � � w 2.2� •, � O oW ♦ 0 Ld . w o 0 LLJf w l Q w • 0 0 0 00 0 Of o0 0 20,349 SF 0 o cO -0 o 0 (0.47 AC) 00 20,000 SF z 20,000 SF N z / 21,642 SF 0o (0.46 AC) (0.46 AC) / / / / (0.50 AC) z 2 L- - - - - - - - -- - - - - - - - - - - - - - - - - - j L - - - - - - - 10' UTILITY EASEMENT s - 125.00' - - - - - - 125.00' - - _i I - - - 125.07' - - - �� 0 / R30' `�� - _ 98.96' N90°00'00"W 375.07' TOTAL N90°00'00"E 664.01' TOTAL _ VEGA LANE S03°4111"W 0 20' 100' 2050' R/W (PUBLIC & UTILITY ACCESS) 04 50.10' TIE 0`1- so<& ,i NMAIL KIOSK AREA N90'00'00"W 228.10' R30' N90°00'00"E 673.28' TOTAL _ T� _ _ N90°00'00"E _ �� R30' C32 S70'32'24"E 100.00' -- �� /C!hp- - - 105.- - - 21.01' N70'42'36"E , 10' UTILITY EASEMENT 416 I NLLJ I r o • ♦ ♦ • I W U I oo z a Co • ♦♦ ( m z ♦ J w 0 • ♦ o uj o m ♦ O -d O rTl ,ri Q 20,666 SF 0 v zm (0.47 AC) 00 = z D o c� 0 0 H o F- N 20' DRAINAGE o l � l o EASEMENT N90'00'00"W 358.56' TOTAL ♦ o^ �-N90'00'00"E- - - cV cV 103.56' ♦ - 125.00 - �130.00' w w --130.00' - - - 0I\ i i 0 LEGEND: oI I o EIR Qo EIP-EXISTING IRON PIPE o I I o EIR EIR-EXISTING IRON ROD `'�O ♦ I I ERBO ERB-EXISTING REBAR I� o COMPUTED POINT � o N/F - NOW OR FORMERLY 'o w o 0 w w Q o o6- coo R/W - RIGHT OF WAY O^ / 26 00 0 00 o w I \ RCP - REINFORCED CONCRETE PIPE v 27 o 0I - 29 o PROPERTY LINE Op 20,602 SF o I O \ OP 20,000 SF I 0 I 20,666 SF ~ 20,666 SF o ADJACENT PROPERTY LINE o OI i'I.47 AT Ek I I i I (0.46 AC) (0.47 AC) (0.47 AC) oo - - RIGHT-OF-WAY OR z // OVERHEAD UTILITY tis . I WETLANDS • rj �I N'i --125.00' - _ 105.00' _ 25 N90'00'00"W 230.00' TOTAL R �0,602 SF COLLIER GATE STREET (0.47 AC) 50' R/W (PUBLIC & UTILITY ACCESS) Y Y C20 10'X10'_ U 364. . PERMANENT EASEMENT TREE LINE 20' 10' UTILITY EASEMENT 270 MAJOR CONTOUR c`R - - - - 105.00' 278 MINOR CONTOUR _ R30' �� - - - 30' 30' - 30' VEGETATED BUFFER N90'00'00"E 821.73' TOTAL x 301.25' SPOT ELEVATION BENCHMARK S00'00'00"E 50.00' TIE PPS UTILITY POLE C• GUY WIRE wv N90'00'00"E 1081.02' TOTAL D4 WATER VALVE ZY-FIRE HYDRANT LoJ WATER METER 0 ASPHALT 0 WETLANDS 0 UNSUITABLE SOILS ♦ SURFACE WATER D C� _ z m I • °° C/) m N w Cn = O O M m o 0 � • o c� • N fV fV 47 0.13' TOTAL S83°39'12"W 1390.90' ■ 4 sl e solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com . N CAR9� %��i e aAL ; i � 457 - S�: • S URv�:' •Q,�� Rilin bi' lsll REVISIONS PROJECT NAME COLLIER GATE ESTATES SUBDIVISION (ZERO LOT LINE) DETAILED SITE PLAN CLIENT AGS LAND LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1784 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED J U LY 18, 2022 SHEET NUMBER LEGEND: 0 DOT DISK EIP 00 EIP-EXISTING IRON PIPE EIR 00 EIR-EXISTING IRON ROD ERBO ERB-EXISTING REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY RCP - REINFORCED CONCRETE PIPE PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY OVERHEAD UTILITY WETLANDS PERMANENT EASEMENT TREE LINE 270 MAJOR CONTOUR 278 MINOR CONTOUR - 30' - 30' - 30' VEGETATED BUFFER x 301.25' SPOT ELEVATION -O� BENCHMARK PP UTILITY POLE C• GUY WIRE wv N WATER VALVE FIRE HYDRANT ❑❑ WATER METER 0 ASPHALT WETLANDS 0 UNSUITABLE SOILS = SURFACE WATER 0 M 00 0 z 0 Of C7 U Z CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C15 28.32 255.00 S42.04'42"W 28.31 C16 85.40 255.00 S54.51'15"W 85.00 C17 85.40 255.00 S74°02'32"W 85.00 C18 28.32 255.00 S86-49'05"W 28.31 C25 73.17 205.00 N79°46'31"E 72.78 C26 109.68 205.00 N54.13'25"E 108.37 C27 39.27 25.00 N06.06'13"W 35.36 C39 39.27 25.00 N83.53'47"E 35.36 ICI_\[y:■III I�lMMcl7INar<�II►.l■1 r- - - - 125.00' - - - -1 r- - - - 125.00' - - - -1 r- - -N90°00'00"E 125.00'- - -1 r- - - - 125.00' - - - r- - --125.00'- - - 0 0 30 O0 0; 31 O 0; 0 32 O 0; 0 33 O 0 0 0 34 O 0 0 0 0 C° tO 0 10 20,000 SF o Z 1 20,000 SF 0- Z 1 20,000 SF 0- Z 1 20,000 SF 0- Z 1 20,000 SF 0 I Z (0.46 AC) (0.46 AC) (0.46 AC) i i (0.46 AC) (0.46 AC) Iz L - - - - - - - - J L - - - - - - J L L - - - - - - - - J - - - - - - - I 4 10 10' UTILITY EASEMENT �- - - - -- - - - - -- 125.00- - - -- - -- -- 125.00'� - -- 125.00'- -- - -- - - - - -- 125.00- - -- - -- - - - - -- 125.00- - -- -� NN w� c c U10 D W O W10 = o Cn sl W w Cn zl Q i q 5.77' - 1 1 1 1 1 1 GRAPHIC SCALE 1 50 0 25 50 100 200 1 ( IN FEET ) 1 1 inch = 50 ft. 1 N /F THOMAS GARY PEMBERTON DB 395, PG 231 PB 7, PG 26 ZONING Al 5. / I TOTAL S83-39'12"W 1390.90' \ 41( \ ��,,N47 26'15"E \ Rf) r.G:' TIC \ , <<50'; ` ---\ C 20' DRAINAGE \ -EASEMENT \ / AO w 0 / o , A, o PGG o 1 / /C^ CD �� / Z1 \ \ 2U'U/1 5r (0.46 AC) / p ^ /�p� i 20,000 SF / (0.46 AC) \ �o / \ / cp, / ?0 6 O 6' 7 000 / SF c� // F 01 91.73' C2� 140.74 / / / / / / / 0 0 / / / / / / / / / / / / / N 548,499.863 E 2,054,920.914 NC GRID NAD 83 1 1/2" (2011) EIP WITH CAP Pam' O� O� CO* O �A „00 r' 2 �1 \ N /F / PLATO M. WILLIAMS DB 9316, PG 218 PB 144, PG 63 ZONING Al 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com y\ CARo S � REVISIONS PROJECT NAME COLLIER GATE ESTATES SUBDIVISION (ZERO LOT LINE) DETAILED SITE PLAN CLIENT AGS LAND LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1784 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED J U LY 18, 2022 SHEET NUMBER C-202 100A 1YF 00 10o yF goo � 1 100 YF f00 ' 100 '1F wunwoMMI 100 YF 0*40000- �00 LITTLE RIVER 100 YF� 100 YF� �. N86°57'11"E 137.14' --�! S80 °37' 225.64 \ / 06 E 35;' "TOTAL LEGEND: EiP Oo EIP-EXISTING IRON PIPE EiR Oo EIR-EXISTING IRON ROD ERBO ERB-EXISTING REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY RCP - REINFORCED CONCRETE PIPE PROPERTY LINE ADJACENT PROPERTY LINE RIGHT-OF-WAY OVERHEAD UTILITY WETLANDS PERMANENT EASEMENT TREE LINE 270 MAJOR CONTOUR 278 MINOR CONTOUR - 30' - 30' - 30' VEGETATED BUFFER X 301.25' SPOT ELEVATION BENCHMARK PP UTILITY POLE C• GUY WIRE wV D4 WATER VALVE 30 1X �( �( TOTAL z y�o FIRE HYDRANT X X �30' .�� /'� /\ I /\ ❑� WATPP S88°55'43"E- 50, 30' _ x 144.84, WETLANDS $ 96.68' so' S7g 24•14"E / I� 30 ao i VF x I x x UNSUITABLE SOILS 'g 101. 73' _ o' - so' so, x x / / \ S6 0 SURFACE WATER < > ZZIe4 50, 82 X 74S 10, 2 F 79S >0, 4j, 5p. 0 30• So'e 30 100YF� I �i��■ 10468 �i i i�. �� / / TOTq 3o 4 50 x S81'39'21 -114.20'- S81'06' 3 30' 30' 30 0 S, 00• 1 � _ 20"E• so• ,i �< -117.47- � so, _ iii i � � � � E5o' � so• � - 30• g'♦ �� _S84'20'05'> 56 541� S79.4 - E,' 50' N76' _ 5 3p"E, ,� fill 5 'o O /-121.22'- - - ,55.39 ' '82.14' _ _ so' �S81°51'44"E X O o " , 16,279 SF w O I / /--60.78' - \ X 68,179 SF 0 °r\° i (0.37 AC) / / / S a . (1.57 AC) 0 = oo ^ 14,969 SF . / \ 603g8 0 0 N 0 14,580 SF / / 37 \ \ W O / /10%0 JL). Z 15,979 SF \ - = - - J - 2 / O / / F - J =`� 21,467 SF �h / = so: - - - - 10' wrI/ (0 49 AC) ^ 101,36' 30.5g' 69.97' 12S86°25'48"E 390.34' TOTAL4.06' , , 133.39' 62.92' ' S81 ° 74.74' 44'51 "E 219 58' CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD C8 75.05 775.00 S87°13'33"E 75.02 C9 100.07 775.00 S80°45'09"E 100.00 C10 100.07 775.00 S73'21'15"E 100.00 C11 100.07 775.00 S65°57'22"E 100.00 C12 100.07 775.00 S58°33'29"E 100.00 C13 50.80 775.00 S52°58'52"E 50.79 C14 39.27 25.00 N83°53'47"E 35.36 C40 39.27 25.00 N06°06'13"W 35.36 C41 100.31 725.00 N55°04'03"W 100.23 C42 141.40 725.00 N64°37'07"W 141.18 C43 141.40 725.00 N75°47'37"W 141.18 C44 109.06 725.00 N85°41'26"W 108.96 C46 98.36 375.00 S82°29'08"W 98.08 C49 166.27 425.00 S78°47'32"W 165.21 L ITY _l V / _ 100.00' 25.00' C8 - _EASEMENT /\ C49 - / 77_ _ N90°00'_ 00'E 323.28' TOTAL - - - - - - - - C9 ♦ ` GODWIN GATE STREET 26,448 SF / so �50' R/W (PUBLIC &UTILITY ACCESSXA ) C10 \ / / (0.61 AC) /N90°00'00"E _ _ _ _� _ _ _ _ _ _ _ _ N90°00_00"E 323.28_ TOTAL 71. _ �l 125.00' TIE _ C46 _ _ 42.17' - - - - 125.00' - - 125.00' 31.11' C44 IV _ 1 10' UTILITY EASEMENT - - - - - - - - - - - - '/ C77 20' / C43 - � � � Ty � 10' DRAINAGE' EASEMENT/ -15' UTILITY EASEMENT x. o LOTS 55 THRU 58 ` `72 11°CA2 d o 0 o -3 iii �� \ T1 o 0 0 0 0 0 0 'n C�2 �\ 843,339 SF m 60 0 �_ 59 0 coo 58 0 �_ 57 ,^� r / . � (19.36 AC) co 20,832 SF oL 20,000 SF U) 20,000 SF oN 20,319 SF / / % - o (0.48 AC) (0.46 AC) (0.46 AC) (0.47 AC) I CD \ CID 20,241 SF �115 (0.46 AC)00 ` � I I I I I I xyr L - - - - - - - - J L - --N90°00'00"E- - - J L - - - - - - - - J - - - - - - - ` / / 20,296 SF Q90 i O \ r- - - - 125.00' - - - -1-1-1- r- - - - 125.00' - - - r- - - - 125.00' - - - r- --116.75' - - - � � / / (0.47 AC) � g8 33 77 170. 20' UTILITY EASEMENT \ 39� S�• A8 ^'��^0^� 00 3, s A� � o< \ 20' DRAINAGE / LOT 54 \ / N Ss9s7, ` EASEMENT I o S O �' S6' 54 / ,o Tc14 / \ 2"0 • / \ s Ty / / `° Ld o .o o .o o .o / \ 20,511 SF / / / \ 00\�` R30' 20' / o / \ 00'TO / w w o0 0 "o0 0 0 0 I 2�52 (0.47 AC) �;�� / \ / / '60t,j00Tq� 45 0 0 46 0 6_ 47 0 �_ 48 0 �_ 49 \ •ham' oo \ / / / \ 20,087 SF 0 0 20,000 SF Z 20,000 SF Z 20,000 SF Z 21,400 SF _� / \ SS • �,�� moo \ \ (0.46 AC) 0 0 (0.46 AC) (0.46 AC) (0.46 AC) (0.49 AC) Z / \ '06 / / \ 01 R30' / ? 50 / �sr8 73, / o C� L - - - - - - - - - - J L - - - - - - - - J L - - - - - - - - J L - - - - - - - - J L - - - - 21,632 SF (0.50 AC) A) cp SF 10' UTILITY EASEMENT J /ryRi �`b/ \ / !<,� G��1 / / \ (0.460AC) / - - - - - - - - - -125.00'----- -- - - _ _ ? ^ < 20,666 SF / _ 158.95' _ _ 125.00' _ _ _ _ _ _ _ 125.00' _ _ _ 31_11' C� \ / ./ ��/ CS / / \ N90°00'00"E 664.01' TOTAL - - - �- (047 AC) / tvPr� o /o ` /oo/ NO3°41'11"E VEGA LANE b 3� /\, /�\ ^ o ^ o �� 4Y �h• / 6O O��•. 50.10' TIE 50' R/W (PUBLIC & UTILITY ACCESS) \ 21,043 SF o0 00, / •� �� / N90_00'00"E 673.28' TOTAL 11 125.00' 125.00' 125.00' 125.00' 68.28' - 2 - _ / \ off^ / //� 10' UTILITY EASEMENT 20,000 SF / °a yF 1100>� 7100 % 15' UTILITY EASEMENT SSA• .61 1co 4�/ \ SSA, _Lk oot 0 LOTS 38 & 37 ` Os j00 / LU N47°26'15"E �3 ao `° o -0o -0o -0o .0 3 � \ 50.56 TIE ; �y/.`L/ / 00, F .00000/ 0 42 0 0 41 o coo 40 o coo 39 o coo 38 / rn / \ \ Ss�06 -0 // (14 0 20,000 SF 00 20,000 SF 00 20,000 SF 00 20,000 SF 0 O M \ 32 �`� o (0.46 AC) (0.46 AC) (0.46 AC) (0.46 AC) (0.531AC) /� ^ / \ �3 ` o / \ �Z / 14 / � N / ooi 20,113 SF �� TC 20,000 SF I I I I I I I I I (o.4s AC) �� ti \ (0.46 AC) 20' DRAINAGE / / CSSA. / 0^0 EASEMENT 0• L - - - •nc nn' - - - J L - - - •nc nn' - - - J L --ninn•nn'nn"r •nc nn'- - J L - - - 125.00' - - - J - - -•nc nn'_ - - '�� '�� / oO C^ MATCH LINE- SEE SHEET C-2.2 GRAPHIC SCALE S7g 32,31 „E / S�� OHO / .y'�K^ 11 50 0 25 50 100 200 122. so', FT .� ( IN FEET ) 1 inch = 50 ft. i� 100 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite.U2, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com y\ CARo 2p�FESs/p'•.•i� S � REVISIONS PROJECT NAME COLLIER GATE ESTATES SUBDIVISION (ZERO LOT LINE) DETAILED SITE PLAN CLIENT AGS LAND LLC 1786 Metromedical Drive Fayetteville, North Carolina 28304 Phone: (910) 779-0019 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1784 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED J U LY 18, 2022 SHEET NUMBER C-2n3