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HomeMy WebLinkAboutSW6240601_Plansheet - Proposed Conditions/Site Plan_20240830 (3) 4DSite \ _FW �FW ��� `FW S74•45,05„E / ti Fk w I '00000 • F tt ` 126.34' FNrFW� N ' ' �o I �n � � :'•W- VFW_ ' ' ��� solutions vl � � I . ,000 �+ w� civil engineering I land surveying F f /t `Fk' 'Ew' �� 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 SSMH #8636 FW office S oce 910-426-6777 fax 1910-426-5777 license number I C-2354 FW f'N �/ � �E� � �8° _FW �'W ' o 0s RIM 185.40 F� R8, wwwADsitesolutions.com FW FW N '4/ \4/ �0 05 ' SHELF 162.95 J60 OJ,, INV IN 161.94 ` F NV OUT 161.84 M 0g / \ S / SS SS 40,e TiU� `�v `` CA /�/ EWFW FW �V M \ \PC 3 SC DE PG ¢29ENTSS ` ♦♦` `` RO�'//�j / / sSMH5A6 P'4C ss MAa s HENDF ♦?�:OFSSS/0•••.�'y�i RIM 176.08 S� / / \ SS 24,. SHELF 163.32 55 VC • INV IN 162.23 �� P( _ SEA = NL 162.23 � u� 027 / /•S, .....• 32 0 S �� •• /� �ft-I � \ \ \ RIMH1#8 530 /////�/011l 1111g� 855 SHELF 162.63 /, °' ��� � 4 0 �/ �` SS\ INV IN 161.66 ` V �� �� w---- 1 �- POND 3 - � ov : / SS INV OUT 161.58 `` \ 30, UnulY PGS536NP 8 x • \I - . ! O� `` �� / . - D8 867, 91 MA o.. r j� PC 3, SLIDE 3- :::. .:.::� ::::':':':':' 0000, REVISIONS _ J • Ln IQ � rn o IDS : 0� ^ 45,E I '':::::......::::.. C� / 2� w ' :::'::::..... ...... / NN �� u / / 0. .':' ... .': ... : '......... 50 rn rofl ♦ I /.. o :::::::::::: ' .. ... / �15�Oi 26 / Fk \I� \� lr.'. RSo, / \ lop, X " \ So,50, I r7 \ 86136 SF I � R39' cp F'w Oo T / SS2J, 10,295 SF tP • 00 \JJS 4s00, .� N �^ b1b' '100 Cil Ci r \oo' �� � ♦ \ (0.18 AC) 14.10' 28 �"� w......... :::: . ::.::..: z NSS. G I 2J \ o � ; J �S" ^ 8.136 SF 5 00 .'..." a::::::::::::: / SSS\ (0.19 AC) tij O t o F 1 00 �11 PROJECT NAME < w f ::�'::. 8.050 SF p f:::.:. O .7 4s" ^/ (0.18 AC) / h0 ":.* .. CURVE TABLE �o- THE l:.: :... :. \ 500, O o \ CURVE LENGTH RADIUS BEARING CHORD a. .::'.. : . ... ........ ..'..'' ::.::::. / SSS2j' .... . .::::: . / oo ��S NSF C9 50.33 255.00 50.25 .'.... ....:..... ..: N10°17'32"E > ' :::.::: :':' .:.....::::' HOMESTEAD C10 70.22 255.00 N23°50'09"E 70.00 /.. ....... ♦:::::..::::::.: on 8,050 SF // o :'.':.'.'/r::::.. ::::: .''.�'::::: '.:::::::::• O / / '.'.'.'.'.:....:: C11 12.96 255.00 12.96 O > /�N33°10'53"E ..::.' :.:.....®. �' �\ (0.18 AC) o/ 30 / : :: :'':.:::::1...::.':::.. O N/F ,.�.... ..., �o�3D,� i Ss2j \ A SUBDIVISION JOSEPH C. POOLE 8c WIFE, I 8,050 SF ho //. :':.........� / C12 21.03 25.00 N1032'34"E 20.41 w o / (o.1s AC) MARINELL J. POOLE o e o \ 500, �C, o I \ / C13 42.05 50.00 N1032'34"E 40.82 TRACT ♦. :: .: i. ^ \ �� Sss2J' \ O' I::::.::::.M° O° ' :: .: . .. ..... DB 370, PG 460 AO /� o 1TS ::::::.. C14 78.54 50.00 N79°38'15"E 70.71 \ o- ^CO 22 Ao O 0 \ / C C15 39.27 50.00 S32°51'45"E 38.27 -0 s0' � / ^ \ / 8,050 SF C16 39.27 50.00 S12°08'15"W 38.27 \ 0 C17 42.05 50.00 S58°43'57"W 40.82 Os ,�4� J S<J 4S ^p^�" �� s,o5o SF / pk a O 00, C18 21.03 25.00 S58°43'57"W 20.41 =� ^� / / ^w 00. ^ S27�S ^o o� / :: i . C19 14.97 205.00 S32°32'44"W 14.97 > Co O 0' : ::::::/ C20 92.37 205.00 S17°32'44"W 91.59 / DETAILED o h ;yo SF C21 37.47 25.00 S38°17'50"E 34.06 \ (0.18oAC) / / / 32 / �ry k':::.r.: C53 41.07 25.00 S51°42'10"W 36.61 0 JJ 2J4s n�/ (o.lso SF Ac) h� .. :::: :::: : PHASE o 7JS lSF �� / �a00, SITE PLAN 5' SIDEWALK o \ 0 o .... .. ♦.::.::::. 6� 20 / (TYP) 8,050 SF �::::: �.... LEGEND: 33 / 1 .:::::: ."..:.o cn 0 DOT DISK �l!:. ......... SS2J \ o/ s.050 SF �O � ... ... ....::. :.' EiP 0 EIP-EXISTING IRON PIPE (0.18 AC) �S EiR OO EIR-EXISTING IRON ROD EIS OEIS-EXISTING IRON STAKE CLIENT o / �500, .....�' Y CD Ni ERa0 ERB-EXISTING REBAR o ::' ':' :: N Ln .. _�� ::...... v o COMPUTED POINT 8,39D SF 34 / I N/F - NOW OR FORMERLY THE HOMESTEAD .' . . : :: . .::.' .. :'::. ' R/W - RIGHT OF WAY NSg. ham/ 8,oso SF o PROPERTY LINE I AT HOKE, LLC .�:.. m ° I -oP�- - - OLD PROPERTY LINE \ 7g !y SS o ... :-�-30 i I ADJACENT PROPERTY LINE RIGHT-OF-WAY h \ '00' - SETBACK LINE / / \ 0s I I ss SANITARY SEWER LINE SD STORM DRAINAGE 35 w WATER LINE 222 Maiden Lane 10,587 SF / / ,Os OS 05 ' OS . (0.24 AC) �� 0 20 AC) OVERHEAD UTILITY (�2.2 ) I WETLANDS Fayetteville, North Carolina 28301 / ss N I Phone: (910)476-4502 I PERMANENT EASEMENT ! 9324),� C6 X FENCE LINE C2.4 z N74 p3'11"ly o \ lg F co � 122 33' 1 1 \6�' I TREE LINE w o 2.1 °° l I 36 1 L0 I I -roe-roe- TOP OF BANK PROJECT INFORMATION I -5o'-5o'- 50' BUFFER p' I 9,523 SF 00 foo rF 100 YEAR FLOOD ZONE C2.3 12 0o O U I I (D.22 AC) I 17 I l 1 o I 215 MAJOR CONTOUR N I 9,551 SF I I 217 MINOR CONTOUR DESIGNED BY: BRETT SHEET KEY w (0.22 AC) I 148.37' S81°13'55"E 88.19' - - - N J 96.56' - TOP BANK STREAM DRAWN BY: BRETT o --I �I 70.00' 70.00' 70.00' I I -30' 30'- 30' NCDEQ BUFFER N85'21'45"W l" z z I 70.00' x 208.47'SPOT ELEVATION CHECKED BY: SCOTT o o _ N 115.00' I BENCHMARK Cl! - - I I L401 - r - - _ I SIN SIGN PROJECT NUMBER: 2017 " �, I w o I I ®MAILBOX Ir*1 rT1 I I o o I I n I I �`' I I !� I � i t LIGHT POLE 3 CID°' I 16 I CPO)I moRE , I 110,5 4 SF I I 38 � LO 39 (D o O C, I : I PP DRAWING SCALE O I I ui 40 41 !� I • UTILITY POLE s,s41 SF I (0.24 AC) z o 8,oso sF I o I s,oso sF 00 0 I © CABLE C- GUY I PEDESTAL o (0.18 AC) Z 018 AC) Z I o I s,oso SF I HORIZONTAL: 1"=50' (0.23 AC) I-i ( (0.18 AC) Z o X o - - (0.18 AC) I D4 WATER VALVE s z - _ J I I� C21 - -J - Z ,FIRE HYDRANT 41 N85°21'45"W I DATE RELEASED ❑❑ WATER METER III � . . - 0D HC RAMP 65.00' - . 0 STORM DRAIN MANHOLE -70.00' 115.00 70.00' - - -- - - - --�' ASPHALT MARCH 22, 2024 U! X - - (TYP) - 70.00' - ' ' - -70.00'- ' 0`Lj �S)SANITARY SEWER MANHOLE U �`' I I S81°13'55"E 480.00' TOTAL GRAPHIC SCALE CONCRETE M: 50 0 25 50 100 200 W m 15 I w RAJ 50' R/W - PUBLIC STREET S13°15'03"E�_ 0 �„ O 00 I �T N ROAD D WETLANDS s I I 53.93' TIE FUTURE DEVELOPENT BUILDINGS SHEET NUMBER w 10 N - - s.s28 SF (° III �� 55 E 113.41� U ( IN FEET ) MATCH LINE - SEE SHEET C-2.1 2 1 inch = 50 ft. C -202 U 'o in m