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HomeMy WebLinkAboutNCC241727_Site Plan or Location Map_20240609 __ _ - ,`14 site s _ �:Jsolutions GNWAY 41 \ —— DEPARTMENT OF TF RANSPORTATION 0 Iwos2Fb009 m CNi1M2Rn engineering Surveying Chicago wne wne M.WeOeOUN/426/57/7 NNC 28306 NC M _ I DB 779,PG 368 emnAUWwIWon•wm SITE y \ EIP — za lir �p -— tii \\\\\IIIIIII//II/ y� ':TI §u• N 325,143.500 � y`t'49/10 OS •fl�--\ E 2,079,288.942 $EA 45 F� GENTE� IGMNAY 41 NC GRID NAD 83 02 G SR"p0 NoHRusuc R/WIlik, — _ _ _ _ zo„) D R/W 1 N82.43'00"E 166.11 ECM S53'44'40"E 27.13' ''///�%O IIIIIB�````` NORTH ECM . ECM Uz/-23-zy® . ECM N82'43'00"E 70.00'TIE ItiVICINITY MAP _ � � // sro•13'1o"E R/W O ', REVISIONS NOT TO SCALE 9.95'TIE ECM \ GHTED ND E SIGN W/ e' UNDERGROUND ELECTRICAL .40 .GAa • / N80°07'12"E 439 01'TIE so I _ 5p'MIN BLDG SETBACK R I q' I N. m M \ £ I N WIDE TRAILER / °' R/W \ SINGLE I 3 / ECM I h \ M i . LEGEND: \ I I cc�ECM-EXISTING CONCRETE MONUMENT x 'SPOT ELEVATION / Oc EIP-EXISTING IRON PIPE •$BENCHMARK / / Eft0O ERB-EXISTING REBAR IWNSIGN \ o COMPUTED POINT ®MAILBOX \ PROJECT NAME N/F-NOW OR FORMERLY 0 LIGHT POLE HDPE-HIGHT OF DENSITYYPOLY ETHYLENE PP•GUY IMRE0� N80°07'12"E 237a4 ' �' / O S 5O(Gr BLADENBORO O N RCP-REINFORCED CONCRETE PIPE O TELEPHONE PEDESTAL ti PROPERTY LINE W WATER VALVE / ADJACENT PROPERTY LINEyY�YFIRE HYDRANT AGK 0 R W NC 410 RIGHT-OF-WAY LJo WATER METER • 18'224'(MIN.)CONCRETE 25:MIN BLDG SETB xx \ /g ECM so STORM— DRAINAGE C,SANITARY SEWER MANHOLE NJ/F DUMPSTER PAD AREA FORS - = WATER UNE ASPHALT DOLLAR • . ry 1 MANLY WALLACE BRISSON & WIFE, (2)STD DUMPSTERS // OVERHEAD UTIUTY I IGRAVEL CAROL BRISSON ��� ►. **ALL EXISTING INFRASTRUCTURE AND ' FREE LINE CONCRETE DB 360, PG 501 �' , / REMOVE PIPE& c UTILITIES ON SITE SHALL BE REMOVED "' 105—MAJOR CONTOUR I BUILDINGS �� UNLESS NOTED OTHERWISE. / 184 MINOR CONTOUR /ST'4? CLOSE DRIVEWAY / A GENERAL 76 CO'(MIN.) OwEY / rc DELIVERY PAD /� F</N / z SITE NOTES / A. .�`\\ ` 2 S/' / / 1. ALL ELEVATIONS SHOWN AVE IN REFERENCE TO THE yy R=3169.24' / BENCHMARK AND MUST BE VERIFIED BY THE GENERAL / L=252.76 . QDNTRAGTDR. o '/ 52317 ''05"W SITE PLAN 2. EXISTING UNDERGROUND UTILITIES AVE SHOWN ONLY WHERE b • 75 SP EVIDENCE COULD BE FOUND TO VERIFY LOCATION.PRIOR TO / 252.70' CONSTRUCTION OR EXCAVATION OF THE SITE,THE GENERAL 1'.' CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL ,ry Ur / DAMAGE INCURRED TO EXISTING UTILITIES DURING Nh /0 5'TURN DOWN CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL 2 h SIDEWALK CONTRACTOR'S EXPENSE. / / / HEAVY DUTY PAVEMENT 3. ASPHALT AND BASE TYPE SHALL BE PER HE DETAILS. C' (SHOWN SHADED) 4. HANDICAP RAMPS,SIGNAGE AND PARKING SPACES SHALL /0 BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER 2 / NIN FEDERAL ADA AND LOCAL REQUIREMENTS. ` RONNIE E.SKINNER&W1FE, 5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE y PROPOSED WANDA P.SKINNER FACE OF SIDEWALK UNLESS OTHERWISE NOTED. /`�' BUILDING DB 643.PG 498 6. ALL RADII ARE 5'UNLESS OHERINSE NOTED. (156'x80') "*``` / / PB A81,PG 813 7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH 12,480 SF •� / / CLIENT CONTRASTING STRIPE(YELLOW ON CONCRETE AND ASPHALT / / / PARKING LOT). ` / • 8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY / BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE BACKGROUND OR A WHITE SYMBOL ON A BLUE 1 RHETSON / BACKGROUND.ALL HANDICAP PARKING STALLS REQUIRE , THE INSTALLATION OF THE PROPER SIGNAGE. BOLLARD / COMPANIES INC 9 ACCORDANCE WITHALL PARKING PC THE SITE PLES ARE TO AN E LDIMENSIONS. ` (TYP) ,, ,0 AID OUT IN •�,' / / // 1 10.ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN • /� / ACCO11.REGUL ANCE WITH STATE TIL SITEONSROVEMENTS SHALL LOCAL INSTALLED PER COUNTY \ SEPTIC FIELD ® NI / REGULATIONS. / / OF BLADEN AND STATE REGULATIONS. 12.ALL EXISTING UTILITIES,FENCES,AND OTHER STRUCTURES \ / IMPEDING CONSTRUCTION SHALL BE REMOVED OR RELOCATED. _ / / 2075 Juniper Lake Road /• y � / / West End,North Carolina 27376 s• M/� PARKING LOT / / / Phone:(910)944-0881 N BXOG\ 5'TURN DOWN / • LIGHT / Sf'�gCk\ SIDEWALK ro6g2ss / PROVIDE PARKING STOPS / / / // PROJECT INFORMATION W. SITE DATA O"W \ AT PERIMETER OF PAVEMENT / 30000. / DESIGNED BY: SCOTT DEVELOPER RHETSON COMPANIES,INC MAILING ADRESS 2075 JUNIPER LAKE ROAD b 40 DRAWN BY: SCOTT e CITY,STATE WEST END,NORTH CAROLING 27376 "- _ r3 u, PIN NUMBER 037200847508 o CHECKED BY: CHRIS TOTAL LOT AREA 2.50 AC :i 1/4"\ PROJECT NUMBER: CHRI IAREA TO BE DEVELOPED 2.50 AC 1‘;''? EIP u EXISTING ZONING COMMERCIAL EXISTING USE FARM LAND&RESIDENTIAL / \ DRAWING SCALE 9 PROPOSED USE RETAIL / DISTURBED/DENUDED AREA 2.8 AC / \ HORIZONTAL:1"=30' • p N. SETBACKS REQUIRED: ® 'T\ FRONT 50 SIDER 15 S- / " DATE RELEASED PARKING: C'l 2J j o , / APRIL 23,2024 REQUIRED(INCLUDING HANDICAP) 31 z PROPOSED(INCLUDING HANDICAP) 49 GRAPHIC SCALE PROPOSED HC SPACES 2 ,C',3 ISIS PRISCILLA CASHWELL u oo SHEET NUMBER y o DB 539,PG 4 - 2— O' ' / PB A81,PG 813 II n -h, / / _ IN FEET) 8 n.0 1 inch= 40 ft. L