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HomeMy WebLinkAboutNCC243000_Site Plan or Location Map_20240926 NG 1 y axLE __ ` EIP mI K�J solutions I \ N 382.849.503 _ ,` c v l engineering l end surrey ng r 1 GN,I,J0 E 2,125,631.228 �` to a \ NC GRID NAD 83 - - - _ 9Uirepep-05164en3.Fyevevilk,r I.2386 ,y (2G111 `� (Me 1910+2F6%1)fax 1910-126-fill!�traerumerl Gt3W O �1� \ \ , `� rmWAD4tawlWwawm yo ryNti 11 I 1 J `'\ '��` SITE y p<O IEiv \ 11 ".1 $/1100 `� TADB 610,ANN PG 2115KS /. Fq YE-T V ��� ?�O(�F ``�_ PB 9•PG 94 / �<<F ..�` so•p�YP1jPM1 ��� ESTATE 20E,PG 20 j'' `` �\�\\INII/OI�////' ...._ qo I `\` Riw PRO ___ I `.00e.SS/0. '_ 1 , ^ PROPOSED LOT `� _ �_ / ilf14(��(7�J SEA = _ 1 /x ' \ 94,820 SF ``�--� l I (2.18 AC) �S�CVF���,rrrGINE `p TBM ! 1 ax1EG / \ (INCLUDING WITHIN R/W) ``�_�\` �11011 llll\B� `` NORTH 4D DISK#, i I /• N 382,541.773 • \ `�� / 04-24-24 E 2,125,440.158 VICINITY MAP ELEV 94.63 �P`/ N/F ��' / NC GOD NAD 83 1 W 1 1 TO BE ��tih `>e" • \ KEVIN JEROME DENKEVITZ,SR.&WIFE, (2011) 1 N 1 \REMOVED 09/ PDBELA 853,PG 3\13Z `\ / REVISIONS NOT TO SCALE NA °88 I p I j \ PB 9,PG 94 ``� N \ \ w I Eh 1 o rn Z V, — / \CONCRETE DUMPSTER PAD �� , o ,1 / AREA FOR(2)STD.DUMPSTERS 1 LEGEND: , c� I _ \ EP11i ECM-EXISTING CONCRETE MONUMENT 1 1 \ O I EI Q ElP-EXISTING IRON PIPE C 1 /•��� ''2' \',- 1 EIS 0 EIS-EXISTING IRON STAKE I A 1 l\ V0 -�' . �U //Olk 1 II d EReO ERB-EXISTING REBAR 1 I \ ?`F" // ' () 16'x76'(MIN.) E, E COMPUTED POINT 1 m CONCRETE -s' I 0�,'TO� i NCDOT 1 DELIVERY PAD U. `2 ECM N/F-NOW OR FORMERLY I m 1 \ - \� II R/W-RIGHT OF WAYI 7J -e!� _ PVC-POLYVINYL CHLORIDE , p0 I \ \SF ' IL RCP-REINFORCED CONCRETE PIPE D , +4 - / CI-CURB INLET N/F I O , I = IIIII III '�9 II/ / THE COUNTY OF BLADEN \� PROPERTY LINE DB 463.PG 914 I -ADJACENT PROPERTY LINE f / /17 '' RIGHT-OF-WAY I i I \ • \ So STORM DRAINAGE 1 I I • w -WATER LINE I \ /'- /' // OVERHEAD UTILITY 1 • o WOODEN FENCE O \ '•�II /'' /'' X-FENCE UNE \ 1, I '�A /�' /'' PROJECT NAME '-`TREE UNE , \ • 95 MAJOR CONTOUR I I 94 MINOR CONTOUR i I PROPOSED - \ Y -- /,' ELIZABETH-SPOT ELEVATION \ 1 BUILDING 1 I xSaBENCHMARK 1 '\ (140'z76') � /' /'' OT 1 \ \ \ 10,640 SF / ®SIGN 54( TOWN I OX ®ELE`CBTRCAL BOX o� '''1, \ _- 3.5'TUSIDEWALK • Kx UGHT POLE ��11 I RR•UTLITY POLE 11 \ I 9'TURN DOWN ,II I HEAVY DUTY PAVEMENT /y'/ /-- DOLLAR I I]TGUY WIRE ELEPHONE PEDESTAL I 11 \- SIDEWALK II II \ \ \ (SHO N SHADED) , 1 - /�' 'A WATER VALVE I / GENERAL FIRE HYDRANT I lill WATER METER n I I / /'- SANITARY SEWER MANHOLE I h6 I a.CLEANOUT S 1 EPK I 91111 I / //�' 35R / /'' I ASPHALT I vII \ / rc CONCRETE _ , / 1 -\l� c s ' 0 I (BUILDINGS I 0 1 I Z ^9e / I / N/F EPK 1 TABITHA ANN HICKS I f I I �o / e / ' / ' DB 6,4,PG 2,5 SITE PLAN PB 9,PG 94 9 / ESTATE 20E,PG 20 1 1 �o- / 35'R 1/2" I EPK. I I• \ ,� /- EIP 1 / I c/ �� \ y PROVIDE PARKING STOPS 32. AT PERIMETER OF PAVEMENT /' I 1 1 II - / F\ \ PARKING LOT /'- 2C �� LIGHT \ • CLIENT �P I I aid /�- �'\ RHETSON 'I /o/ = y� /- \\ COMPANIES 1 I I •/ _ / \ti /,, \ I I /LIGHTED PYLON SIGN W/ 7 �N;e-)°' /'' \ 1 / UNDERGROUND ELECTRICAL G.t. G i V O a�oo eJ� /'- \ 2075 Juniper Lake Road \ West End,North Carolina 27376 I \ — \ • /'' Phone:(910)9440881 1 SITE DATA p/ \ PROJECT INFORMATION I / /-' \ W. DEVELOPER RHETSON COMPANIES,INC I `\� / \ THE AMMON VOLUNTEER FIRE DEPARTMENT,INC. GESIGNED BV: SCOTT 8 MAILING OGRESS 2075 JUNIPER LAKE ROAD _ \ /'' DB 257,PG 856 \ CITY,STATE WEST END,NORTH CAROLINA 27376 1 I /N6CGT \ DRAWN BY: SCOTT PIN NUMBER 1328-00-52-6316 I II ECM \\ /� \ CHECKED BY: CHRIS TOTAL LOT AREA 3.10 AC AREA TO BE DEVELOPED 3.10 AC 1 PROJECT NUMBER: 2069 C EXISTING ZONING COMMERCIAL I II/ • /'' , tEIP EXISTING USE CONVENIENCE STORE I II/ \ //- PROPOSED USE RETAIL /J \ / DRAWING SCALE DISTURBED/DENUDED AREA 2.0 AC �� / oSETBACKS REQUIRED: / / ' \ / HORIZONTAL:1"=30' ERS / o FRONT 50 / /'' / 5 SIDE ,s \ / DATE RELEASED 2 STREET SIDE 30 / 1" REAR 25 / II EIR i / i. PARKING. e �' / GRAPHIC SCALE JUNE26,2o2a a REQUIRED(INCLUDING HANDICAP) 27 / PROPOSED(INCLUDING HANDICAP) 35 / / aPROPOSED HE SPACES 2 �1 / 2� SHEET NUMBER _ / n ( IN FEET) 8 / 1 'nch= 40 ft. u EPK 0 NC eo9rv31 a3 / C 2•0