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Home My WebLink AboutSW6240606_Plansheet - Proposed Conditions/Site Plan_20240830 F'w 4Dsite/ Fw Fw � �FW �FW �FW �FW FW / �PW FW FW FW FW / FW Fw solutions i SITE NOTES civil engineering I land surveying SITE /� �� _ _ _ _ _ _ _ _ _ / / 409 Chicago Drive,Suite 112,Fayetteville,INC 28306 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ` office�910-426-6777 fax1910-426-5777 license number I C-2354 N ROPE /� / EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO -4� wwwADsitesolutions.com Fw F" FW �Fw VFW CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL PRR\N G / / I Fw 'FW \Fw K V�RIFYATH�R SHALL CONTACT ALL UTILITY LOCATION OF THEIR RESPECTIVE UTILITIES.ANIES TO L� F� / / j / �%� Fw ROCKFISH CREE DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL Fw 00 jpe CONTRACTOR'S EXPENSE. \1111111// 7ONE AE \Fw -108- ape/ 2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. ♦♦♦♦��N CAROB/�� TOM STARLING RD / / jjjj ////jj j j.�/7 �-1saS�-Toe FW o 3 OTH RW SESI NOTED. RE TO THE BACK OF CURB UNLESS ��0�•O��SS%O••%I��' >0.61, ��// roe \ 4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. // / � �jpe�� / °B/ 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ;4 AD SR 222� / Tpe � // �\ Fw Fw FW toe/ ACCORDANCE WITH STATE AND LOCAL LAWS AND 2 57 S / //� ////// '` F Fw pe/ /// REGULATIONS. • < �0�/�� w FW� /'� 6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER .• / �° 8616' /// �L•'foe�� tp8 CUMBERLAND COUNTY AND STATE REGULATIONS. �iS SURv •• !`�� / /j roe-roe- roes Fw Fw joe/ /jjj ��F` ••• .....••• J roe FW T�� /////j /� /// I��'IV• E� �♦♦ '0p // \ roe Fw y-Toe- /R 123 88, ////� ////j Pw FW Fw FW NORTH Fw Fw i ^`O/ \ // /j/i , \ / roe //�j jjj��j jjj�j jj� '/ i /� b cJ•b •14 roe //i' ///ii//j /�///jj. /�/�//j CA3 ///� �♦ 28' - i roe--Toesj/jj/j ///i ///ij //ij/ /� /s / 2508�• 4 3 �� /�/ ///ii j j. /////jj' ///jj ///j 354,905 SF VICINITY MAP � �i�! .�, / � 2 ' 3 ,% � / � // / / / / / j (8.15 AC) , / REVISIONS / 11,304 SF / O e 383.6 j, // j� i /j' ///jj ////jj' ////j /// 0.26 AC o 0 TOT // /�/ i / // 1/ ��/// /�/// /�// / /� / w 11 ZONE AE / ��/////j /////• NOT TO SCALE ( > o / 3 O 8?6 q� �/i/ /,� ,00� o / o z \ /� ii �� /j �/ /j' // /j' // /j // j �m��` _ / `� // // // /j // oo/// // /j. // /j. o /Z1E o °p o; l �I �' I O // / / 2 �� I 8 // // / / // �� OPEN 983 SF E �% /// /�%�i/// •l /61 // ////// • o /ijj/ i jj' /jjj /i (0�394AC / Q \ 08 //� j�� / 2.64 AC Z jz- '� � � ��/ /ij ' ��//iij 1 /// jj ��///jj �///jj ///// ■ .� .� o, o 254 �g 00 // /j// ■ Fw Fw A. / 0 11,407 SF I 100 �" F�/r/ C6 I w co I I in in (0.26 AC) r� �S O0 ////j jjj may°// 158• / I Z 11,372 SF N N / Q N71'30'41"E i / / too 1F �'j 3p'E 11,763 SF I (0.26 AC o f O ( ) 77.98' w. oo) <u' � � s8�. ///jj // // //jjj • U/ / 2 \ / 11,269 SF o / 8128 3S2j F// i/j j j�// /jjj��////jj j� • w \ 249 I _ / (0.26 AC) /N ,�_ o / 4.8 8. j \ o 257 o T 12,112 SF R37.3' N Lc L_ _j 2 O Q DTy z I CO I\ o (A \ (0.28 AC) I /U o o, / 11,250 SF N 0 o / I O � � / ( ) / N o/ 0-p0 O/ \ � 6 60, 252 4 0 26 AC , w o W EPSEM. 11,313 SF I \ Z ^ 3 N <v o: / EN \ 0C'V 258 \ / 554 40 3p ORP\Nj \ \ 1` l w �, R32.5' / (Q�C) --C12 __ C13 SF 0 v (/ _ ..j \.' 9.93' C1� - -- C1 / / (0.260AC) /cV h (51 � 4 12,051 SF /.N co \ ///j f', N35°19'30"w 3 0 PROJECT NAME \ 2 / 30" ROLL y♦ 248 \. y i 11.10' 1pg 0%��, �oSP\- CURB (TYP) F,70 /40 3p,E 111 9 11,538 SF N \ `O: •♦ 10,911 SF o c9 (0.26 AC) 0 F jj' _ VILLAGE AT •.� 11,276 SF w w w w w r' / W EPSEME C24 N8>24\` (0.26 AC) v v v v v v \. / S54 40 3p oRp\Nj R27.5' ��' C25 RQgQ 3,3 2�6�00 \ �� O/.� .� .� .� .� .� ♦, / 0 Op, 2p. \ 'o,o. 01 P�� S0 - ROCKFISH ��p °4p,3p'j�3 /44�1 � ) pUeCIC R W S1 TDTq�\lam � � 2 ' 4'DO' ` 73 0 ��0`N 00 BOO w w w w w w w w w`•. ��2 �\ \ 8.51' C16� / 1�0 ` jjj j�/. PHASE V w w w w w w w w `♦ 247 R27.5' \Ng-4 t \ / \ j j 01 ; /moo / I \ �4�0' E2�SS C15 �,, \ YF i%�; (VARIABLE LOT) W W W W W W W W Y W `�0$76 AC) w w w w w w w w Wos w w �`/ I 268 N / \ 11,276 SF yF w w w w w w w .l 4- w w w w ♦♦ I W \ . w � / �\ g L4 0.26 AC 12,161 SF I 41 I 267 \ 6•Sn, � 0 ( ) I o w w w w w w w w w w i w S69°40'30"W J / W moo (0.28 AC) rn �' 11,397 SF /^ ,N / \ N �� w w w w w w w w w 148.06' y w ♦ \ ZP L r*i (0.26 AC) h N / / 0 �100 � ED ^ N76°26'08"E >� w w w w w w w w w w w w w♦♦ I II / / 11,392 1 262AC) /h M / / ♦ �`� -140.00, ♦ 269 - ED �,. .I� .♦ SITE PLAN O _/ L l SF w w w w w w w w w w w w w w w w w w (D I 27' 19,893 SF ■ ■ ■ / (0.263AC w h ♦ w o O o w w w w w w PROJECT AREA w w w w CA1 w w w w °D 0 46 AC ♦_ ■ w w ~�►• # * ) 40 '-)y w ` ♦ O G0 /8 :\ BOUNDARY O 0 3 ( ) ♦ \ / o`v CA2 l ■ C27- 5�8„ ERB \ w w w w w w w w w w w w 13,750 SF w w w w I w LLJ I 0010 w w 76.11' w _ ■ ■ � u v♦. �1/ ■' �- ■ O •1 4r ERB Ss cSj 263 iv IV IV IV IV IV IV IV IV IV IV .� .� .� .,(0.32 AC) 4o, .� .� .l, .�I LLJ I OD 41 1P 1P � �.� � .�, .�, .� .� .� y��,■ ■ .� .� .� .� .� .� .� 4 .� y � y„ c+ 3/8"" 13,236 SF n' tJ SF / .l. .l. .l. .l. .l. .l. .l. .l. .l. y y y y y t- I (j m I ■ ■ '� y y Z ERB y, .l. 7g°32,36"E 152,4 ,q.3.63, .l. 3 y y y y y y y y y y y (0.30 AC) t- y h y OG �00 (0.27Clv 2AC) �t .10 _2 mom y y y y y y y y y y y L `Y `Y `Y �`Y `Y `k. `4, `4, `4, `4, `4, N `Y `Y 4 TO TqL 2.6g' .� .� .� .� .� .� .� .� .� .� .� 1Y .� w N .� .� < �` \ N. V w w w w w w w w w w' w w w N69°35'47"E w I w U w1 w ' DRDAIONAGE v o w w w 41.60, w w w w w w w w w w w t \ �\ �� \ 10. w w w w w w w w w w w w 0.02' I I i i EASEMENT w w �? w w 3/a" w w w w w w w w w w w w w w w �� 1/2" N69°35'47"E Y VERB W W W W W W W W W W W W W W W W \J' �� ER F4 1V �� 20' DRAINAGE EASEMENT �4• • O �� cs F T W W W W W W W W 3 8" L W W J29.95' NCDOT�_ i, 892$' W W W W W W W W W W W W W W W W W W W W 0o✓ W W W W W W W W W W W W • 264 r' 'G \ / EN 36' 0.02' cP. Q\� \ 32 d sol�o ERB DRAINAGE 8 .l. .l. .l. .l. .l. .l. .l. .l. w .l. .l. .l. EASEMENT I .l. 3311, F I .1 . w 125.11' .l. .l. .l. .l. .l. .l. N/F .l. .l. .l. .l. .l. .l. .l. .l. .l. .l. w .l. .l. .l. .l. .l. .l. 26,233 SF �°'= S86 p3,6 \ CLIENT j �3/a" VILLAGE AT ROCKFISH (0.60 AC) W N E N69'50'28'E 125.13' TOTAL ERB 'HOMEOWNERS ASSOCIATION, INC. 33"E 8 w w w w w w w w w w w w w w to y w W W W W w w w w w w w TRACT 3 OF w w w w w w w w w v 3�3 6.5o,k w w w w w w w SIDS MILL N 437,398.896 DB 10212, PG 331 E 2,042,260.6 71 `1' �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y w 0 Tq ,Y \ IC4 z'I PB 139, PG 145 NC GRID NAD j D 83y ' r.. 1/2" 1/2 PROPERTIES LLC �Y 3/g"L �Y �Y �Y �Y �Y / X x / SSM H #10463 ERB ER ' W W W W W �Y W i W W W W W W N I C " �- . .�- . .�-..W W W W W W W W W W W W W W W W W W W W W IV W w W W W W W W \ / ••l' W W'• ■ ■ � ■ ■ �■ ■llf� If� ■ ■ ■ � ■ � ■ ■ ■� ■ ■ n' 1 ♦ } RIM 81.50 •� �■ ■ ■ �_ IJ I w w w w w �\ w w w w w w w w w w w w w w w w w l ENS w1j349 ■ w w w 3/8" INV x� INV 60.12 ■ �� Cn .. - ■ ■ .v■ �■■ �, ,Y ERB •. .\ (4 W �.i, W \.,Y / W W W W W W W W W J3/8,� p�' . ERB 3 8 �1 N 437,558.436 J * ERB' 5g E 2,042,810.278 LEGEND: I O I Cn ✓ NC GRID NAD 83 ENL I � I ,' '-� i• 2011 O ENL-EXISTING NAIL \ i 8000 Corporate Center Drive ERBO ERB-EXISTING REBAR I - -' \ 3/8" Charlotte, North Carolina 28226 ERB Phone: (704) 877-1178 a COMPUTED POINT CI #86.5 SISMH #10058 \ . . . - . . \ N/F - NOW OR FORMERLY TC 86.52 I RIM 86.32 R/W - RIGHT OF WAY INVV OUT IN 883 07 HELF 75.37 \ PROPERTY LINE - s IV IN 75.37 PROPERTY LINE NOT SURVEYED 20' DRAINAGE EASEMENT 15 RCP IICI #10020 ITC 86.51 \ _ - \ Q s\T E S�< PROJECT INFORMATION ADJACENT PROPERTY LINE PB 139, PG 145 NV 83.18 SITE DATA RIGHT-OF-WAY _ ❑T __ - - - - CREEK T DEVELOPER SIDS MILL PROPERTIES, LLC o DESIGNED BY: CALEB PERMANENT EASEMENT I MAILING ADDRESS 8000 CORPORATE CENTER DRIVE fn -Toe-Toe- TOP OF BANK I DRAWN BY: CALEB I I CITY, STATE CHARLOTTE, NC 28226 CURVE TABLE CURVE TABLE WETLANDS I PIN NUMBER 0443-37-0551 CHECKED BY: SCOTT - 500 YEAR FLOOD ZONE CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD a TOWNSHIP GRAYS CREEK 10o n 100 YEAR FLOOD ZONE ( �\ I � �\ PROJECT NUMBER: 2050 N 175 1178 TOTAL SITE ACREAGE 52.78 AC C1 53.67 205.00 N27°49'30"W 53.52 C15 21.03 25.00 N63°18'52"E 20.41 0 FW-FW FLOODWAY - - ACREAGE TO BE DEVELOPED 16.82 AC C2 21.03 25.00 N59°25'11"W 20.41 C16 46.42 50.00 N65°48'52"E 44.77 M TREE LINE N/F I N/F ZONING R15 (CUD) p BRIAN C DUTTON & SPOUSE, BARRY LAMONT CLARK & WIFE, N 80 MAJOR CONTOUR \ MELANIE ANN & SPOUSE, I w I KYDRA MANUEL CLARK ��-� C3 42.05 50.00 N59°25'11"W 40.82 C17 32.30 50.00 S69°05'03"E 31.74 Q DRAWING SCALE • 179 \ EXISTING USE UNDEVELOPED Q 81 MINOR CONTOUR DB 10408, PG 70 W I DB 10291, PG 707 i PROPOSED USE RESIDENTIAL C4 53.27 50.00 N04°48'09"W 50.79 C18 32.30 50.00 S32°04'16"E 31.74 x a2.2a SPOT ELEVATION PB 139, PG 145 I � o PB 139, PG 145 -' • N/F PROPOSED BUILDING LOTS 23 2v HORIZONTAL: 1 =40 U BENCHMARK I (0 m C5 25.27 50.00 N40°11'51"E 25.00 C19 30.47 50.00 S03°53'35"W 30.00 kRDSON ANTHONY THOMPSON J a DISTURBED/DENUDED AREA 8.4 AC ❑T TELEPHONE PEDESTAL I & SPOUSE, C6 39.27 50.00 N77°10'30"E 38.27 C20 19.96 50.00 S32°47'22"W 19.83 D4 WATER VALVE ;DSON U o I TIANA THOMPSON SETBACKS REQUIRED: o 'G 321 DB 10546, PG 843 FRONT 30 FT C7 39.27 50.00 S57°49'30"E 38.27 C21 79.74 50.00 S89°54'48"W 71.55 DATE RELEASED AFIRE HYDRANT 145 PB 139, PG 145 y ° SIDE 10 FT (15 FT 2-STORY) C8 42.05 50.00 S11°13'48"E 40.82 C23 21.03 25.00 N68°29'46"W 20.41 GRAPHIC SCALE ❑E1 WATER METER REAR 35 FT o ® CATCH BASIN / C9 21.03 25.00 S11°13'48"E 20.41 C24 101.40 275.00 S76°50'43"W 100.83 40 0 20 40 80 160 MAY 6, 2024 b i TBM _ IMPERVIOUS CALCS: SANITARY SEWER MANHOLE ___ __ __ 4D PK NAIL #2 PRE-DEVELOPMENT 0 SF 0% C10 39.27 25.00 S80°19'30"E 35.36 C25 55.71 275.00 S60°28'42"W 55.61 > N 437,072.124 WETLANDS E 2,042,230.813 POST-DEVELOPMENT 161,378 SF 24% 1111111110 ELEV 88.37 C11 51.56 325.00 N59°13'10"E 51.50 C26 34.78 25.00 S14°49'06"W 32.04 SHEET NUMBER ASPHALT INC GRID NAD 63 Ir MAX. IMPERVIOUS PER LOT 5,588 SF ( IN FEET ) HARRINGTON ROAD (SR 4536) (2011) C12 50.05 325.00 N68°10'33"E 50.00 C27 20.98 255.00 N22°40'54"W 20.97 =GRAVEL NAVD 88 OPEN SPACE: 1 inch = 40 ft. 50' PUBLIC R/W REQUIRED 95,611 SF (2.19 AC) C13 58.08 325.00 N77°42'25"E 58.00 PROVIDED 114,983 SF (2.64 AC) C14 26.00 325.00 N85°07'04"E 25.99 C -200