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HomeMy WebLinkAboutNCC223115_Site Plan or Location Map_20220902U U w U n, ORTHSID� R� 40 SITE NORTH VICINITY MAP NOT TO SCALE TB M NAIL SET IN ASPHALT N 459,135.98 E 1,769,023.25 ELEV 387.45 NC GRID NAD 83 (2011) NAVD 88 LEGEND: EIP Oa EIP-EXISTING IRON PIPE a COMPUTED CORNER N/F - NOW OR FORMERLY CPP - CORRUGATED PLASTIC PIPE PROPERTY LINE ADJACENT PROPERTY LINE TIE LINE RIGHT-OF-WAY -SETBACK LINE So STORM DRAINAGE w WATER LINE OVERHEAD UTILITY —PERMANENT EASEMENT 210 MAJOR CONTOUR 207 MINOR CONTOUR x 208.47' SPOT ELEVATION BENCHMARK PP• UTILITY POLE C GUY WIRE ❑❑ WATER METER BUILDINGS HEAVY DUTY PAVEMENT SITE NOTES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER FEDERAL ADA AND LOCAL REQUIREMENTS. 5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH 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 BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE THE INSTALLATION OF THE PROPER SIGNAGE. 9. ALL PARKING SPACES ARE TO BE LAID OUT IN ACCORDANCE WITH THE SITE PLAN DIMENSIONS. 10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER RICHMOND COUNTY AND STATE REGULATIONS. 12. ALL EXISTING UTILITIES, FENCES, AND OTHER STRUCTURES IMPEDING CONSTRUCTION SHALL BE REMOVED OR RELOCATED. 13. THE SEPTIC FIELD AND TANK FOR THE EXISTING HOUSE IS WITHIN THE GRADED AREA OF THE SITE. THE SEPTIC FIELD WILL NEED TO BE RELOCATED OR APPROVED IN PLACE BY RICHMOND COUNTY. THIS EFFORT IS NOT A PART OF THIS PLAN AND IS TO BE DONE BY OTHERS. �EXISTINGGRAVEL SOIL DRIVEWAY I I I I I I I . I I I I I I I I I � II I_ I I S67°04'57"E �33.85' EIP R/W MON 4R30' _� Slj In z R/ON W MN S R30' 0 L0 00 d in N z EIP TO BE REM I0 N /F BRUCE D. LUTHER, ET AL DB 764, PG 129 DB 348, PG 66 CC J• 1 R• 6R00 ,SF S67'04'57"E 108.90' EIP EIP S67°04'57"E 88.97' TIE soLUT� 0+0 0 2� 15' BLDG SETBACK TO BE REMOVED EXISTING GRAVEL/ \ \ R20' \ \ SOIL DRIVEWAY \ \ \ \ R15' \ \ \ I \ I 1 \ HEAVY DUTY PAVEMENT \ CONCRETE PAVEMENT & (SHOWN SHADED) 20' R15' R20' R15' \ \ R15' J-STING ARPORT o N � \\ R25' \ R 15' R 15' � 6 SPACES 00 \ c9 L n N N LIGHT DUTY �n 2q PAVEMENT N 20 20 N /F SAMARITAN COLONY, INC DB1517,PG141 DB 1585, PG 556 rR1 1 10' GRASS OVERFLOW PARKING R 15' NAREA PROPDSCAP R52' PROVIDE PARKING STOPS AT PERIMETER OF PAVEMENT N /F STEVEN R. WILLIAMS, ET UX DB 680, PG 178 S67'04'57"E 884.08' 0 10'X10' (MIN.) CONCRETE DUMPSTER PAD SEE ARCH DRAWINGS FOR ENCLOSURE DETAIL ,HANDRAIL \ PROPOSED BUILDING 10,067 SOFT _ SITE IS PREDOMINATELY WOODED CONCRETE PAVEMENT R10' 4' SIDEWALK (TYP) 16 R37.5' R10' � 588' (DIST TO PROPERTY LINE) SITE DATA DEVELOPER SAMARITAN COLONY MAILING ADRESS 136 SAMARITAN DRIVE CITY, STATE ROCKINGHAM, NORTH CAROLINA 28379 PIN NUMBER 746502983179 TOTAL LOT AREA 1,012,858 SF (23.25 AC) AREA TO BE DEVELOPED 1,012,858 SF (23.25 AC) EXISTING ZONING R-R EXISTING USE UNDEVELOPED/VACANT PROPOSED USE GROUP HOME DISTURBED/DENUDED AREA 3.4 AC SETBACKS REQUIRED: FRONT 45 FT SIDE 15 FT CORNER 45 FT REAR 15 FT PARKING: REQUIRED (INCLUDING HANDICAP) 28 PROPOSED (INCLUDING HANDICAP) 28 PROPOSED HC SPACES 2 GRASS PARKING/ ATHLETIC FIELD Ln 0 0 v 0 v m r z 4' SIDEWALK (TYP) 10' GRASS WALKING PATH GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com REVISIONS PROJECT NAME SAMARITAN COLONY WOMEN'S TREATMENT CENTER SITE PLAN CLIENT SAMARITAN COLONY 136 Samaritan Drive Rockingham, NC 28379 Phone: (910) 895-3243 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1849 DRAWING SCALE HORIZONTAL: 1 "=40' DATE RELEASED MARCH 29, 2022 SHEET NUMBER G2.0