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HomeMy WebLinkAboutSW5220601_Plansheet (C-3B) - Proposed Conditions_Site Plan_202207121 1 1 1 i .000 i i . �� \ i i i / 13 \\ EXISTING TOWN OF SILER CITY NOTES: 1. CALL 811 BEFORE DIGGING TO LOCATE UNDERGROUND UTILITIES* 2. FOLLOW APPENDIX E GUIDE TO LANDSCAPING FOR ALL TREE AND SHRUB INSTALLATION 3. ALL ON SITE DRIVEWAYS, SIDEWALKS, PARKING LOTS, AND ENTRANCES/EXITS TO BUILDINGS SHALL BE SUFFICIENTLY AND ADEQUATELY LIGHTED TO ENSURE THE SECURITY OF PROPERTY/BUILDINGS AND THE SAFETY OF PERSONS. 4. ON SITE LIGHTING SHALL NOT UNNECESSARILY ILLUMINATE ANY OTHER LOT OR PUBLIC STREET. 5. TO THE EXTENT PRACTICABLE, THIS DEVELOPMENT SHALL CONFORM TO THE NATURAL CONTOURS OF THE LAND AND NATURAL AND PREEXISTING MANMADE DRAINAGE WAYS SHALL REMAIN UNDISTURBED. 6. THIS DEVELOPMENT MUST BE PROVIDED WITH A DRAINAGE SYSTEM THAT IS ADEQUATE TO PREVENT THE UNDUE RETENTION OF SURFACE WATER ON THE DEVELOPMENT SITE. 7. NO SURFACE WATER MAY BE CHANNELED OR DIRECTED INTO A SANITARY SEWER.* & WHENEVER PRACTICABLE, THE DRAINAGE SYSTEM OF THIS DEVELOPMENT SHALL COORDINATE WITH AND CONNECT TO THE DRAINAGE SYSTEMS OR DRAINAGE WAYS ON SURROUNDING PROPERTIES OR STREETS. 9. CONSTRUCTION SPECIFICATIONS FOR DRAINAGE SWALES, CURBS AND GUTTERS, AND STORM DRAINS ARE CONTAINED IN APPENDIX C. 10. THIS DEVELOPMENT SHALL BE CONSTRUCTED AND MAINTAINED SO THAT ADJACENT PROPERTIES ARE NOT UNREASONABLY BURDENED WITH SURFACE WATERS AS A RESULT OF SUCH DEVELOPMENTS* 11. NO DEVELOPMENT MAY BE CONSTRUCTED OR MAINTAINED SO THAT SUCH DEVELOPMENT UNREASONABLY IMPEDES THE NATURAL FLOW OF WATER FROM HIGHER ADJACENT PROPERTIES ACROSS SUCH DEVELOPMENT, THEREBY UNREASONABLY CAUSING SUBSTANTIAL DAMAGE TO SUCH HIGHER ADJACENT PROPERTIES* 12. NO DEVELOPMENT MAY BE CONSTRUCTED OR MAINTAINED SO THAT SURFACE WATERS FROM SUCH DEVELOPMENT ARE UNREASONABLY COLLECTED AND CHANNELED ONTO LOWER ADJACENT PROPERTIES AT SUCH LOCATIONS OR AT SUCH VOLUMES AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT PROPERTIES. 13. STORMWATER CONTROL FACILITIES SHALL BE MAINTAINED BY THE DEVELOPER. 14. ALL SIGNS REQUIRE SIGN PERMIT APPROVAL PRIOR TO INSTALLATION 15. ANY VARIATION TO THE APPROVED PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE TOWN OF SILER CITY DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT FOR EVALUATION AND REVISED PLAN SUBMITTED FOR REVIEW AND APPROVAL. /\ \ 16. VEHICLE ACCOMMODATION AREAS OF ALL DEVELOPMENTS SHALL BE DESIGNED SO THAT SANITATION, EMERGENCY, AND OTHER PUBLIC SERVICE VEHICLES CAN \ \ SERVE SUCH DEVELOPMENTS WITHOUT THE NECESSITY OF BACKING UNREASONABLE DISTANCES OR MAKING OTHER DANGEROUS OR HAZARDOUS TURNING MOVEMENTS. \ \ 17. EVERY VEHICLE ACCOMMODATION AREA SHALL BE DESIGNED SO THAT VEHICLES CANNOT EXTEND BEYOND THE PERIMETER OF SUCH AREA ONTO ADJACENT \ PROPERTIES OR PUBLIC RIGHTS -OF -WAY. SUCH AREAS SHALL ALSO BE \ DESIGNED SO THAT VEHICLES DO NOT EXTEND OVER SIDEWALKS OR TEND TO BUMP AGAINST OR DAMAGE ANY WALL, VEGETATION, OR OTHER OBSTRUCTION. \ 18. CIRCULATION AREAS SHALL BE DESIGNED SO THAT VEHICLES CAN PROCEED SAFELY WITHOUT POSING A DANGER TO PEDESTRIANS OR OTHER VEHICLES AND \ WITHOUT INTERFERING WITH PARKING AREAS. \ \ 19. VEHICLE ACCOMMODATION AREA SURFACES SHALL BE KEPT IN GOOD CONDITION (FREE FROM POTHOLES, EROSION, DUST, ETC.). \ 20. NO OBSTRUCTIONS ARE ALLOWED WITHIN THE 10'X70' SIGHT DISTANCE TRIANGLES LOCATED AT DRIVEWAY EXITS \ EXISTING PAVED PARKING 21. VEGETATIVE BUFFERS ARE TO BE LEFT IN THEIR NATURAL STATE AND UNDISTURBED. \ \ \ 22. PRIOR TO ANY FINAL PLANNING APPROVAL: \ \ I. SUBMIT ACTUAL AS -BUILT PLAN FOR ALL STORMWATER MANAGEMENT FACILITIES OR PRACTICES AFTER FINAL CONSTRUCTION COMPLETE* \ II. EXECUTE AND RECORD WITH THE REGISTER OF DEEDS A STORMWATER MANAGEMENT FACILITY OPERATION AND MAINTENANCE AGREEMENT PER§249.* \ III. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR DRIVEWAY AND ENCROACHMENTS FROM NCDOT* \ IV. WHENEVER A DEVELOPER INSTALLS ANY PUBLIC UTILITY LINE, THE DEVELOPER SHALL AFTER INSTALLATION IS COMPLETE, AND BEFORE ACCEPTANCE OF ANY \ \ WATER OR SEWER LINE, FURNISH THE TOWN WITH A COPY OF AN AS -BUILT DRAWING THAT SHOWS THE EXACT LOCATION OF SUCH UTILITY LINES. \ V. SUBMIT WRITTEN FINAL INSPECTION APPROVAL FOR PUBLIC WATER AND SEWER UTILITY INSTALLATION FROM TOWN PUBLIC WORKS & UTILITIES DIRECTOR* \ VI. SUBMIT VOLUNTARY ANNEXATION PETITION PER UTILITY EXTENSION POLICY \ 23. OBTAIN FINAL ZONING INSPECTION APPROVAL PRIOR TO USE/OCCUPANCY s \�2' �\ _ - WETLAND NOTE: \ 0 1. THERE ARE NO WETLANDS LOCATED ON SITE PER FIELD EVALUATION PERFORMED BY \ SUMMEY ENGINEERING AND LETTER SIGNED BY H. MACK SUMMEY JR. PE, DATED \ JUNE 14TH, 2022. EXISTING 6 \ CHURCH \ \ \ FF 634.5 \\\ \ \ \ STING \ I I I I I PROPOSED CONC. SIDEWALK ¢/ PROPOSED 4" PVC SANITARY SEWER SERVICE PROPOSED CONC. PAD PROPOSED 4" PVC Y CONNECT PROPOSED 4" PVC TO EXISTING 6" SERVICE 4, ff-S ED 4" PVC SANITARY SEWER SERVICE VERIFY WATER LINE MATERIAL, SIZE, AND LOCATION WITH PLUMBING PLANS PROPOSED CONC. PAD EXISTING 6" SANITARY SEWER SERVICE \ 00 \ \ 10' 8 \ o 8 \ \ \ 19' \ \ o 24.0 10\ \ �. 12.5' o \\ 24.0 12.5' 7 23.7' , 5.0 ?.; \ 12.5' ` 19.6' •4? 91 <: .. r 'r'.r�•,. VAN Y:f.;;';��••;•.�•�.:. PROPOSED � BUILDING \FFE 636.50, PROPOSED CONC. PAD 24.0 (TYP.) 9' 22.9' 19. TYP. 9.0 TYP. _y 7.0 (TYP.) PROPOSED LANDSCAPE AREAS PROPOSED FDC CONNECTION 22.5' 24. 22.9' T 24.0 19' (TYP.) 9' TYP. PROPOSED ASPHALT PARKING 22' 15'X150' SIGHT TRIANGLE \ EXTEND 15" RCP 16' PROPOSED 24' DRIVEWAY EXTEND 15" RCP 4' 24.0 \ 19' (TYP.) PROPOSED DOMESTIC WATER SERVICE \ \ PROPOSED SPRINKLER LINE EXISTING 8" DIP WATER LINE CONNECT PROPOSED 6" PVC WATER LINE TO EXISTING VALVE ENCASEMENT 4' TO EACH SIDE OF PAVEMENT. MIN OF 4FT OF COVER OVER ENCASEMENT PIPE EXISTING ROADWAY PAVEMENT PROPOSED FIRE HYDRANT AND GATE VALVE SEE ENLARGEMENT (THIS SHEET) 15'X150' SIGHT TRIANGLE \ EXISTING WATER MAIN 10' SET BACK SITE sTb,tiF �O MEMORIAL DR US 64 / 11TH ST �Z on SILER CITY D m� v� m mm SITE NOTES: VICINITY MAP NOT TO SCALE 1. PROPERTY INFORMATION OWNERS: TRUSTEES OF COMMUNITY BAPTIST CHURC PIN NUMBERS: 8752-02-56-2047 PARCEL ID: 0062776 EXISTING ZONING: A-R SITE ADDRESS: 2575 HAMP STONE RD. SILER CITY, NC 27344 OWNER ADDRESSES: 2575 HAMP STONE RD. SILER CITY, NC 27344 TOTAL SITE AREA: 29.66 ACRES. 2. THE PROJECT IS LOCATED WITHIN THE TOWN OF SILER CITY. 3. PARCEL BOUNDARIES, TOPOGRAPHIC DATA, EASEMENTS, EXISTING WATER METER AND SANITARY SEWER ARE SHOWN PER FIELD SURVEY PERFORMED BY CALLICUTT SURVEYORS DATED JULY 10TH 2O19. 4. PROPOSED USE: RELIGIOUS ASSEMBLY 5. PROPOSED NUMBER OF SEATS IN NEW SANTUARY: 416 6. SETBACKS: FRONT= 10 FT SIDE= 10 FT REAR= 10 FT 7. DISTURBED AREA: 2.87 AC. 8. PROPOSED IMPERVIOUS AREA: 56,573 SF. (1.30 AC.) 9. NET BUA: 5.08% 10. HANDICAP SPACES SHALL BE INSTALLED PER ADA REQUIREMENTS. 11. MAXIMUM SEPARATION BETWEEN SANITARY SEWER CLEANOUTS SHALL BE 50'. 12. OBTAIN ALL APPLICABLE PERMIT APPROVALS PRIOR TO ANY CONSTRUCTION. 13. CONFIRM UTILITY TIE INS WITH ARCHITECTURAL DESIGN PRIOR TO CONSTRUCTION. 14. WATER AND SEWER UTILITY TIE IN LOCATIONS ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. W W W EXISTING 8'X6" TEE EXISTING 6" VALVE BORE AND JACK ENCASEMENT UNDER ROADWAY 18" STEEL ENCASEMENT OR NCDOT APPROVED ALTERNATE PROPOSED 6" PVC 3 WATER LINE Lit PROPOSED 6" PVC CROSS PROPOSED 6' PVC ELBOW PROPOSED 6" TO 2" REDUCER R/W LINE PROPOSED 6" GATE VALVE PROPOSED 2" METER PROPOSED 6" - - - - _ - PROPOSED 2" BACKFLOW RPZ PREVENTOR PROPOSED 6" PVC FIRE LINE PROPOSED 2" PVC DOMESTIC LINE DRAWING LEGEND - - PROPERTY LINE - - - ADJOINING PROPERTY LINE -ou ou ou OVERHEAD UTILITY OO EXISTING UTILITY POLE ® EXISTING SANITARY SEWER MANHOLE SS SS SS EXISTING SANITARY SEWER LINE SETBACK LINES EXISTING FIRE HYDRANT • PROPOSED SANITARY SEWER MANHOLE W W W EXISTING WATER LINE .................................. LIMITS OF CONSTRUCTION PROPOSED TREELINE EXISTING TREELINE GRAPHIC SCALE 30 0 15 30 60 90 IN FEET ) 0 1 inch = 30 ft. -� oCO OWNER: 2 COMMUNITY BAPTIST CHURCH 2575 HAMP STONE ROAD SILER CITY, NC 27344 CONTACT: PASTOR MARK AGAN IV .� � t Lu �J � � o t N j U j o a� p \'L .v �Uj a� :2:� Z If) m N N � Z J W j OU p' 0 uj do oz 0 0Cr Cr 0 U Z �n uj i N N N N ao �o LA Z ¢ m V Z J O V°� F- Z - CIL zE W � = Q Ln N U F- Z �- V CC W O V z \ s m � Y O Sheet No.