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HomeMy WebLinkAboutNCC232684_Site Plan or Location Map_20230907 P:\_Engineering\B7011.02 Bobs Gun Shop Moyock\CAD\Construction Plan\Sheets\CS101 SITE PLAN.dwg 109/19/2022 12:45prR I Igodwin GENERAL SHEET NOTES SIGN SUMMARY 1. ALL SIGNS TO BE FURNISHED&INSTALLED BY THE CONTRACTOR. 2. ALL PROPOSED SIGNS&SIGN POSTS ARE TO BE INSTALLED PER STP-1 OF THE M.U.T.C.D. WIDTH HEIGHT TYPE 2016 ROAD&BRIDGE STANDARDS. LABEL SSMH 3. PROPOSED ADDRESS SIGN TYPE,MATERIAL&ADDRESS TO BE DETERMINED, R/M=8.48 (SUBJECT TO TOWN APPROVAL). INV(N)=(-2.68) /NV(S)(E)=(-2.66) R1-1 30" 30" STOP 4 AALL LLERADIOTIISTED HERONFIEDWERE MEASURED AT THE FACE OF CURB AND ARE 5' 12"Puss 12"PVC KOONTZ BRYANT 5. ALL BUFFER AREAS AND/OR EXISTING TREES OR VEGETATED AREAS DESIGNATED IONISON WRLIAMS ss TO REMAIN THAT ARE IMPACTED WITH CONSTRUCTION,MUST BE REPLANTED AND A REVISED LANDSCAPING PLAN MUST BE SUBMITTED AND APPROVED. 1703 N. Parham Rd. LO vo Suite 202 R5-1 30" 30" 6. THE CONTRACTOR MUST FIELD VERIFY THE INVERTS OF ALL EXISTING MANHOLES, GAS LINES,AND OTHER UTILITY LINES PRIOR TO THE START OF CONSTRUCTION. HeDrico, Va 23229 Li�E� (804) 740-9200 7. THE LOCATION OF EXISTING UTILITIES,CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH,OR OTHERWISE ALONG THE LINE OF PROPOSED WORK AREA MAY FAX (804) 740-7338 EMM NOT NECESSARILY BE SHOWN ON THESE PLANS,AND IF SHOWN ARE ONLY WWW,KBJW9rouIJ.COrTI 6 PAW. APPROXIMATELY CORRECT.THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL STRUCTURES AND UTILITIES(OVERHEAD AND UNDERGROUND)IN R7-8 12" 18" AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTRACTOR SHALL CALL MISS UTILITY TOLL FREE AT 1-800-552-7001 AT LEAST 48 HOURS PRIOR TO 6iow.wiix[ CONSTRUCTION.CONTACT THE ENGINEER IMMEDIATELY IF THE LOCATION OR ELEVATION DIFFERS FROM THAT SHOWN ON THE PLAN AND APPEARS TO BE IN CONFLICT WITH PROPOSED WORK. R7-8A 12" 6" SW 14. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS&DETAILS AOOSBBU I ) CONTIGUOUS TO THE BUILDING,INCLUDING: SIDEWALKS,RAMPS,ENTRANCES, STAIRWAYS,UTILITY PENETRATIONS,CONCRETE PADS,LOADING AREA,BOLLARDS, ETC. 15. CONTRACTOR IS RESPONSIBLE FOR ALL PRIVATE UTILITY CONNECTIONS(ELECTRIC, GAS,CABLE,TELEPHONE,ETC.)ASA WELL AS PROVIDING ALL INFRASTRUCTURE LEGEND REQUIRED ev EACH UTILITY COMPANY 16. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION AND COSTS ASSOCIATED \ y l HEAVY DUTY CONCRETE WITH RELOCATING OR TERMINATING EXISTING UNDERGROUND AND/OR OVERHEAD UTILITIES DESIGNATED TO BE RELOCATED OR TERMINATED ON THESE PLANS. PAVEMENT(SEE DETAILS) I " ' CONCRETE (/v`• a SIDEWALK/PADS Y 4cL N/F PAASCH DEVELOPMENT, LLC N/F (D.B. 1636, PG. 826) N/F O'REILLY AUTOMOTIVE STORES, INC. o TRACT 16 BEASLEY& HATCHELL, LLC (DOCUMENT 1345866) (P.C.G, PG. 24) (D.B. 516, PG. 72) TRACT 13 °0 PARCEL 1D. 015800000160000 TRACT 15 (P.C.G, PG. 24) p 5 AR ( ) PARCEL 1D: 015B00000130000 // " P.C.G, PG. 24 � �I, I o I ��'` I- , o yo °7 PARCEL 1D: 015B00000150000 '^ e PED e -- j, I I Qao al — , ¢ - 1 0 g-/ 9 N7ASPHALT 00 „ C GRAVEL OR{VE 4>'-- e \ / °9° q ) � _ �Ec. I III \ > a LLI TELE PE• 9 / o. o. �� ® ,— -� — -°' - - 9 mA ELEG �, `' �oxEs(3) �\ yCD \ -� — l`�" liiiBOX _���wook - I CL S/GN I SO. WV - - °, --S \ \- - ♦ Ji — -- \ EDGE OF WETLANJOS __ —,N/F • • ITCH / )OA. 24 OAK \ (SEE NOTE 5-6) wTREESIDE ASSOCIATES, LLC \ :�• y _ — GI o(D.B. 603, PG. 138) e ___ ,_, ___ , 1 POPLAR 0 A / --s-\-b(P.C. G, PG. 5) a4 _ (s N• / ter•' / 2S4 L/PARCEL lD A015000075E0000 n h / -, 'I / o / o'i �.._i \ t /�,y / / / 7✓ H NGS 1061 EPG. 15 C. w 1z _ w6 ASTI , INSSMH \ / \ '•. 0- MOYOCK COMMONS SEWER D STR/CT1 / / / (D.B. 55) Z Y - RlM B 57 I / 95 gT I , i / AND THE CURR/TUCK COry1MERC/AL l / //// P C.TRG,O PG.T 2242 - gOINV(NW) ( 1.32) c IIII5 /NV A-.18 °9 I P CENTER HOME OWNERS ASEOC/AT/ON f/1 J aR' W s/NV(NE)=(-1.33) 12 C.. \\ I / / UT/LITY MA/NTENANCEj EASEMENT /l / / / PARCEL(ID: 015B00000120000 `G 17 Je��'— ..4 / ,� mai (P.C/G, PG.24) 119 /1. °�ss 9s'P s °5 a w �1Asa Ci ASPHALT I I _ 11a of :lye I I1111 1,0 '� I - 127REII I I I N in tr 0 I \ I POND a Ul II / J WOMEN'Sri2 a 1;OAK I. ) 1 I I 11. I., Z F ` I ,°' I °IP GRAVEL WV l 'I \\ /l = e tt P/N 0 ► sill // 0 R U\4 \ I I cl I \ L 'MINIM EEIr-_iI \ } / RETAIL I F I \ \ /'� H J s�awRoo ° 5..„. / -�L Y LLC I 1 y 11 e� / I �/ I 8 PiNE \ �. III / D.B. 1,�34, 264) 1 / \ �.. i- .�5 \Ld 8 LANE RANde BAY g1 W I // TRAIT 14 I / • " ( /X \ \\ O h4, ° ii / P.C. G PG. 24) — — — ? A v _- I � /z oAK �/ PARCEL ID: 0 5B00000140000 y / \ \` - - ° cn I' • II EDGE OF WETLANDS •l I \ " rH IO Ln nu ,� I p11 il 99 O (SEE NOTE S-6) / /�\ I 0' ` IVAULT ys "II REf• � tl °9 9? // , \ I :$ � Z �I--o9 z II `� ii -ANGE BA .• . �. / `e ;II ii FUTURE GRAVEL \ e' \ 8 LANE RANGE BAY#3 Z� I •\r s \'� ��� - ---- // ---- �� -- -' W AREA / II I,. A �v °� I ^ • ---- -----_ _ --- �_ ` 0 H MOYOCK COMMONS SEWERDISTRICT °'� / . T° v v(sEE NOTE S-6) 1 q1 _-- DF DITCH -����- _�----_- � - I- ° -- /� D.B 614, PG. 203 x \ jO(FoRE) A L \ '� env e• \ - -_- �+ _ __=6- .54 � _ Ti_ E CO IC3 PARCEL lD. 0 0 150 0 00 75J0000 - -<` OF DITCH _ _ �" / _-- A -==sue _ ° cc °`I I I -[JT',�,r mmr - / - - -� = ----=- _TOP" UF-DITGPg- Q i I r _ — _ -- - 9` CO J I I --- TOP OF DITCH Q 9� EY i- H J ��- - 5 S3 25 09" E N�FcOMPANY, LLC cn TOP or DITCN, •�, .l= - ° MOYOCK LAND :- -Ii \� �_� eb ° RCE�IDNp3 1500PG.000 79 00DD X - � e6 PA f6�6�aF1/3 // X n / 9 �// C X e ° -TOP OF - _ �� SCALE:1" = 30' DATE:DATE PROJECT:67011.02 0 GRAPHIC SCALE �C S 101�