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HomeMy WebLinkAboutNCC241256_Site Plan or Location Map_20240423 V V U } cl ig o I N CONSTRUCTION DOCUMENT SUBMITTAL FOR ���♦•��,* • �� ♦ N N R LLJ I tr OXF RD TV E , I ' . \\ A o E l C LOUISBURG S 0 W ILSON BALLPARK UTILITIES EXPANSION •• ,�I� z z 2 • c , 2 2 �a L 0 0 - W` 'r UR WAKE FORES REVIEW NUMBER T B D j PRB(9.°Sj yi G�`r'0.�O • Q Q 6 171 O I 1�_`! p • CORNER OF GOLDSBORO ST. & HINES ST. �5�5�+ "�Ssr 5�� ss� II1��� o o w �� U U KNIGHTDALE ROCKY MOUNT NO= s GC" `''' z z w w w m \ WILSON WILSON, NORTH CAROLINA 27893 ,� 1/*1& = 5 CARP. 264 '��,�..! , \\ ,■_�/ ` a a APEX• PROJECT A DEVELOPMENT BY: CITY OF WILSON /0%wi { U b�'♦ _♦ �, �, CC CC V 1 GARNER40 C•LAYTON LOCATION 112 GOLDSBORO ST. EAST trifill&Smu •',�� Li 4 • M CA Z FUQUAY-VARINA" WILSON, NC 27893 IJS/30',3oSANFORD 95 ;�•� . ` o o U r VICINITY MAP N.T.S O - U PROJECT LOCATION N SHEET LIST TABLE o w 0 o NTS Sheet Number Sheet Title N c U Q ( z _ CO.0 COVER SHEET /�\ g Ct CO.1 EN GERAL NOTES Q C1.0 EXISTING CONDITIONS PLAN z j }p> t11 o --- vs'.`/-----s'.---"'DEMOLITiO AN -'-'-- >Ilo F lii s LOLL,O Y C2.0 OVERALL SITE PLAN asi } 2 C2.1 SITE PLAN w .0. 521 'ti C2.2 _ SITE PLAN Y ul s E C3.0 OVERALL GRADING AND DRAINAGE PLAN © ,.. ul C3.1 GRADING AND DRAINAGE PLAN w LL s C3.2 GRADING AND DRAINAGE PLAN ■ON pp E 4.0 0 RALL U PLA v C4.1 UTILITY PLAN 11 C4.2 UTILITY PLAN C4.3 UTILITY PROFILES „m i l l i o,, C4.4 UTILITY PROFILES CAR C4.5 UTILITY PROFILES ��e••N��S`/ Ly�. - C4.6 _ _ UTILITY PROFILES _ _ a Y St = C5.0 EROSION AND SEDIMENTATION CONTROL PLAN-PHASE 1 A E ?; , E _ C5.1 -_ EROSION AND SEDIMENTATION CONTROL PLAN-PHASE_2_ �FN.....I N ��y�` C6.0 ITE DETAILS /'�0lNY R CP\\O 7. C7.0 STORM DRAINAGE DETAILS 'N"i442/2024 C8.0 UTILITY DETAILS C8.1 UTILITY DETAILS i-N oo 0. LC, 0. C9.0 EROSION AND SEDIMENTATION CONTROL DETAILS A w 00 O 5 C9.1 EROSION AND SEDIMENTATION CONTROL DETAILS 2 r, H\ (n Q 00 N _ _ w 5 3 N O U ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF WILSON AND/OR NCDOT STANDARDS AND W SPECIFICATIONS. W SURVEY NOTE: _ i CO EXISTING INFORMATION TAKEN FROM BOUNDARY/TOPOGRAPHIC SURVEY PROVIDED BY BARTLETT ENGINEERING AND I'1/ SURVEYING, PC, 1906 NASH ST. N., WILSON, NC 27893. LL PHONE: 252-205-1856 AND DATED AUGUST 25, 2023 AND W GIS/AERIAL IMAGERY. fi PROJECT OWNER AND CONSULTANT 0 OWNER: CITY OF WILSON 112 GOLDSBORO ST E WILSON,NC 27893 E PHONE:(252)399-2210 ATTN.:RODGER LENTZ a ASSISTANT CITY MANAGER z CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES,INC. 0 421 FAYETTEVILLE ST.,SUITE 600 ce RALEIGH,NORTH CAROLINA 27601 Q PHONE:(919)677-2197 JOB NUMBER: Z ATTN.:TIM CARTER,P.E. O Z z tinIcarter@kirnley-horn.com UARY 26, 2024 268255002 - o LANDSCAPE ARCHITECT: KIMLEY-HORN AND ASSOCIATES,INC. a Z 0 z 421 FAYETTEVILLE ST.,SUITE 600 J Q O J RALEIGH,NORTH CAROLINA 27601 -I 0- LL - - PHONE:(984)275-2386 < x W ATTN.:NICK KUHN,PLA 3 nick.kuhn@kimley-horn.com CO w Q tL SURVEYOR: BARTLETT ENGINEERING AND SURVEYING,PC PREPARED IN THE OFFICE OF: NC CERTIFICATE OF AUTHORIZATION: F-0102 z W a 0 1906 NASH ST N } 5. WILSON,NC 27893 This document, together with the concepts and 0 F I- PHONE:(252)399-0704 designs presented herein, as an instrument of - J Kimle'm) 0 ATTN.:TONY BARTLETT,PLS services, is intended only for speic purpose forReusef tony@bartletteng.com and client which it was prepared. o and ' improper reliance on this document withoutcif written authorization and adaptation by Kimley-Horn and Z 811 Associates, Inc. shall be without liability to Kimley-Horn o O ✓ ©2024 Kimley-Horn and Associates,Inc. J Y Copyright Kimley-Horn and Associates, Inc., 2024 421 FAYETTEVILLE STREET - SUITE 600 - RALEIGH, NORTH CAROLINA 27601 Know what's below. SHEET NUMBER PHONE: (919) 677-2000 Cali before you dig. CO.0 SITE LEGEND o - - " -II ,971 J I ' - - EASPEENT LINE 0 L,- EASEMENT LINE SOUTH STREETS • HEADER CURB Y • \" -�� — CITY ASPHALT la — e �1•I . DOT ASPHALT oZ H i ..::...::...::....::.... • co 1 , �,. I MILL AND OVERLAY w 'r J Q I EXISTING ASPHALT o o I pi I 0 — — I [ I II II I SITE DATA TABLE I ' I - it ' it SITE ADDRESS GOLDSBORO ST S&HINES ST S g - II SITE PINs 3721-29-3323,3721-29-1343,3721-29-0288,3721-29-0133, 1 I ��:'•I- r, I 3721-19-9282,3721-29-0093,3721-29-1037,3721-29-1193, L z N E °per 3721-28-2849,3721-29-4051,3721-28-3748,3721-28-4799, - 0 I I l I 3721-28-5850,3721-28-6800,3721-28-4825,3721-28-5902, N Z _ �, % 1 II I 3721-28-6932 O x a c� - - _ e �I I �,.. FEMA DIGITAL DFIRM PANEL 3720372100K(EFFECTIVE APRIL 16, = o w g o %" I'll FLOOD 2013) a N z I I INSURANCE MAP /^\ Z o 1 I EXISTING ZONING IMX,OS /\ a w �� i _ I EXISTING USE COMMERCIAUINDUSTRIAL BUILDINGSI I E I' PROPOSED USE COMMERCIAUINDUSTRIAL BUILDINGS > JI I4 I GROSS SITE AREA 15.61 AC(679972 SF)I . III ..1% :7 ' E Y1 , , I i3, , \• a , \ 1 El �C41 1 f ' I "INSET A" ` 1CAR, �` Ai i i • liar! I! I C 2.2 ,Jr, , .0',- : - - - - ■1 I 3 FN �•'� t 1-L .. =7, m 17�1 1 I C 2.1 oTtir R.cP` °°: . ""n ii,29`-z024 .5 is I MILL AND OVERLAY 3 co co o y rc c L -- E • EXISTINGASPHALT oN 0 0.-.-_.- — ...= A =- I� - - \\\- - a CONSTRUCTION oIL .,.,,,,,,,-„,O O w 1 If. TT �oMp ` SN7TCHGEAR r I 1 a ¢NG m I �I I I I 4 to � I I I • C9 '°Ii 11' �11LLI 11 I 'I J IA 'Il r Y - I ❑ I — — — • =1 i) `I Ill I 1• REMOVE AND PATCH '� .I 1 " I I % EXISTING ASPHALT PER LU n I I I I DOT STANDARDS,TYP. CO n, IF R\ss) / I , Et -11 IIJJ El j, n ,_1 I J > / Ico , 1 II 1 / 1 1 z m 0 I I - - �1 °/ iL_J1 . Ø- Z o L O f I , // I I �e =�I ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL Y O U d J m . / CITY OF WILSON AND/OR NCDOT STANDARDS AND " L / ® / SPECIFICATIONS. C7 % G/G :•:...:,1'' — o P — ,•..... I_ SURVEY NOTE: Q O o �P •:.;:•::;:.. ,•7t7 .. EXISTING INFORMATION TAKEN FROM BOUNDARY TOPOGRAPHIC -I H W - ,•.•;;;;..,;;;;..,;:,•.;••,,...._ .;,.;,.:• .. SURVEY PROVIDED BY BARTLETT ENGINEERING AND • � �� �' SURVEYING, PC, 1906 NASH ST. N., WILSON, NC 27893. DJ / +'IM ':' 1I 1 PHONE: 252-205-1856 AND DATED AUGUST 25, 2023 AND CO LJJ GIS/AERIAL IMAGERY. Z (n W 0 a :,.•::.•:.•.: HINES STREETS` P lJJ --" ,,,,,,* 1...: SNITCHGEAR J J 811 o �° D z 0 icsIr SEE "INSET A" THIS SHEET GRAPHIC SCALE IN FEET Know what's below. I 3060 1 0 — SHEET NUMBER Call before you dig. C2.0