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Home My WebLink About47-22 Site PlanSITE 2022-08-18 U:\Accounts\EMBAP\EMBAP22001 - Emmanuel Baptist Church Minor Site Plan\DESIGN\_SHEETS\CS0000.dwg PLOTTED: 8/18/2022 12:41 PM, BY: Teri Hermen PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----CS0000 BYNO.DATEREVISIONSEMBAP22001 AS SHOWN TLH 2022-06-30 MMA SHEET APPROVED BY OF1 2 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPREPARED FOR: OWNER/DEVELOPER EMMANUEL BAPTIST CHURCH 2774 NORTHWESTERN PIKE WINCHESTER, VA 22603 540-667-8924 EMMANUEL BAPTIST CHURCH, STORAGE ADDITION MINOR SITE PLAN SP#47-22 WINCHESTER, VA 22603 ORIG SUBMISSION DATE: JULY 19TH, 2022 REVISED SUBMISSION DATE: AUGUST 18TH, 2022 LOCATION MAP Scale: 1" = 1000'NORTHCALL 1-800-552-7001 CALL BEFORE YOU DIG ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA SECTION 56-265.17 REQUIRES THREE WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC. TICKET NUMBER(S): PREPARED BY:PENNONI ASSOCIATES INC. 117 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.665.0493 APPROVED PERMIT DRAWINGS 2022-08-18 PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493LOCAL UTILITIES RAPPAHANNOCK ELECTRIC CO-OP 137 KELLEY COURT FRONT ROYAL, VIRGINIA 22630 (540) 662-2037 VERIZON 404 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3156 COMCAST COMMUNICATIONS 195 RAINVILLE ROAD WINCHESTER, VIRGINIA 22602 (540) 504-0942 WASHINGTON GAS 350 HILLANDALE LN. WINCHESTER, VIRGINIA 22602 (540) 868-7913 FREDERICK WATER (WATER & SEWER) 315 TASKER ROAD STEPHENS CITY, VIRGINIA 22655 (540) 868-1061 RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. NAME:_____________________________________________________ CERTIFICATION #:___________________________________________ DATE: _____________________________________________________ APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR ________________________________________________________________________________ APPROVED BY DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE GENERAL CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF HEALTH, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, FREDERICK COUNTY SANITATION AUTHORITY, THE CONTRACT DOCUMENTS AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS DATED JANUARY 2002; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS DATED FEBRUARY 1, 2001; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL DATED JANUARY 1, 1996. 2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. 4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. 6. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, PERMITS FROM FREDERICK COUNTY FOR LAND DISTURBANCE AND VIRGINIA DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN VIRGINIA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 7. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 8. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 9. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH FOUR INCH TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. 10. SANITARY GRAVITY SEWER, FORCE AND WATER MAINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK WATER STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 11. CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA. 12. THE CENTERLINE OF ALL NEW SANITARY GRAVITY SEWER, FORCE AND WATER SHALL BE MAINS STAKED BY CONTRACTOR AT ALL 100 FOOT STATIONS AND AT ALL BENDS. THE CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE ALIGNMENT HAS BEEN APPROVED BY THE OWNER. 13. DISINFECTION OF SANITARY GRAVITY SEWER AND FORCE MAIN ARE NOT REQUIRED. 14. ALL FIRE HYDRANTS SHALL CONFORM TO THE FREDERICK COUNTY SANITATION SPECIFICATIONS PART III PARAGRAPH 5. 15. STORM PIPE LENGTHS SHOWN ON PLANS & REPORTS MAY NOT NECESSARILY ACCOUNT FOR STRUCTURES ON EITHER END. CONTRACTOR SHALL RESTORE ALL EXISTING RESIDENTIAL DRIVEWAYS AND BUSINESS ENTRANCES TO THEIR ORIGINAL STATE, IF DAMAGED DURING CONSTRUCTION. SITE DEVELOPMENT SUMMARY PIN # 52-A-72 ZONING RA SITE AREA 9.78 AC. DISTURBED AREA 4,624 S.F. SITE LOCATION 2774 NORTHWESTERN PIKE PREVIOUSLY APPROVED SITE PLANS #56-98, #67-06, #11-09, & #29-22 MAGISTERIAL DISTRICT GAINESBORO CURRENT USE CHURCH PROPOSED USE CHURCH FLOOD PLAIN FEMA FLOOD MAP #51069C0205E eff. 1/29/2021 ZONE: X - AREA OF MINIMAL FLOOD HAZARD BUILDING SETBACKS REQUIRED PROVIDED FRONT 60'145'+ (EX.) SIDE 50'54.99 REAR 50'210'+ (EX.) PARKING SETBACKS REQUIRED PROVIDED STREET OR ROAD R/W 10'20'+ (EX.) PROPERTY LINES 5'5'+ (EX.) BUILDING ADDITION ALLOWED PROPOSED AREA N/A 1,000 SF. HEIGHT 35'LESS THAN 35' NO NEW PARKING PROPOSED WITH THIS PLAN NO NEW LANDSCAPING PROPOSED WITH THIS PLAN NO NEW LIGHTING PROPOSED WITH THIS PLAN NO NEW UTILITIES PROPOSED WITH THIS PLAN NO NEW STORMWATER IMPROVEMENTS ARE PROPOSED WITH THIS PLAN TEST HOLE ......................... PARKING SPACES NUMBER ............. BUILDING WALL ..................... DOOR LOCATION ..................... LIMITS OF GRADING ................. BENCHMARK ......................... 77 PROPOSED CG-6R TREE LINE ......................... TREE .............................. SANITARY STRUCTURE LABEL .......... WATER METER ....................... SPOT SHOT ......................... SIGN .............................. FIRE HYDRANT ...................... STREET LIGHT ...................... UTILITY POLE ...................... WATER VALVE ....................... TRAFFIC SIGNAL POLE ............... FENCE LINE ........................ UNDERGROUND TELEPHONE ............. OVERHEAD TELEPHONE ................ UNDERGROUND ELECTRIC .............. OVERHEAD ELECTRIC ................. STORM STRUCTURE LABEL ............. WATERMAIN ......................... SANITARY SEWER .................... STORM SEWER ....................... EDGE OF PAVEMENT .................. CURB AND GUTTER ................... CONTOURS .......................... STREET CENTERLINE ................. PROPERTY LINE ..................... 24 TRANS.CG-6 EXISTING 24 PAVEMENT BORING ..................... PAVEMENT CORES ..................... FORCE MAIN .............. PW PWPROCESS WATER .............. GAS LINE ........................ FIBER OPTIC ........................ FIRE LINE ........................ PW PW FIRE RISER ...................... POST INDICATOR VALVE ...................... WV STORM SEWER MANHOLE ................ SAN. SEWER MANHOLE ................ SF SQUARE FEET SEC SECTION RTE ROUTE ROW RIGHT-OF-WAY FT FEET POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION WELDED WIRE MESH POINT OF VERTICAL INTERSECTION W/ FIRE HYDRANTF.H. WV WATER VALVE BEST MANAGEMENT PRACTICE BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION END VERTICAL CURVE ELEVATION DROP INLET DIAMETER DUCTILE IRON PIPE EROSION CONTROL ELEVATION END SECTION FINISHED FLOOR ELEVATION ELEV F.F.E. EVCS EX EVCE ES EXISTING DIP EA EC DIA DI EACH BENCHMARK CLEANOUT CONCRETECONC CL CO BVCS BVCE CLASS BLDG B.M. BMP BUILDING STR VERT WWM TYP VDOT RCP SHT STM PVC PVI STRUCTURE TYPICAL VERTICAL WITH SHEET STEAM HORIZ MECH MIN MSE INV MAX G.V. HORIZONTAL INVERT MAXIMUM MECHANICAL MINIMUM MECHANICALLY STABILIZED EARTH GATE VALVE AREA DRAINAD TRENCH DRAINTD LIMITS OF DISTURBANCELOD APPX. APPROXIMATELY OVERHEAD ELECTRICOHE UNDERGROUND ELECTRICUGE UGT UNDERGROUND TELEPHONE TELCO TELECOMMUNICATIONS WWF WELDED WIRE FABRIC CAST IRONCI STAINLESS STEELSS TREE PROTECTIONTP NORTH BOUND LANENBL SOUTH BOUND LANESBL BW BOTTOM OF WALL TOP OF WALLTW ON CENTER EACH WAY ON CENTEROC OCEW PROP PROPOSED DIAMETERØ MANHOLEMH FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY CWR CWS CHILLED WATER SUPPLY CHILLED WATER RETURN MECHANICAL, ELECTRICAL, PLUMBINGMEP MLP METAL LIGHT POLE HANDICAP PARKINGHCP BUILDING RESTRICTION LINEBRL ABBREVIATIONS ACRESAC LF LINEAR FEET F.H. ASSY FIRE HYDRANT ASSEMBLY MSP METAL SIGN POLE Sheet List Table Sheet Number Sheet Title 1 Cover Sheet 2 Dimensional & Grading Plan EMMANUEL BAPTIST CHURCH,STORAGE ADDITION2774 NORTHWESTERN PIKEWINCHESTER, VA 226032774 NORTHWESTERN PIKEWINCHESTER, VA 22603EMMANUEL BAPTIST CHURCHCOVER SHEET 50.00' LANDSCAPEBUFFER EASEMENT8" ROOF DRAIN INV=98.3 8" ROOF DRAINDAYLIGHT ROOF DRAIN F.F.E. (99.96) F.F.E. (100.02) CO BASEMENT (91.99) TOP TANK ELEV.=100.25 INV.=97.75 TANK LIDTANK LIDTANK LID F.F.E. (103.83) F.F.E.(103.80) F.F.E. (99.98) COVERED ENTRANCE COVERED ENTRANCE F.F.E. (99.95) EXISTING VOLLEYBALLCOURT EXISTINGFRAME BUILDING EX. FENCEWM WELLCAPPROPANETANK115105105 100 95 9095 90 85 85 85 90 85 90 8590 909595100 100 10095 95 100 105 105 115 115 93 96 96 9594 96 97 9 8 99 99 9897 98 99 101 102 103 104 106 111 112 114116117118216 216 118 117 116 114 106 104 103 102 101 99 9 8 9 79694 9392918988878684 838281 818283848687 88 89 101102 103 104106114 116 117118 104 103 102 101 99 98 97 96 9493 92 91 89 88 878682 83 84 86 87 88 89 96979899101102103104 1009592 93 94 9910210199 G.F.E.109.00' 113 113112111 109108 107 106 107 108 109 110 110 52-A-73 EMMANUEL BAPTIST CHURCH INST. #010007354 DB 681 PG 387 ZONED: RA USE: RESIDENTIAL 52-A-76 FREDERICK & KELLY DONDERO INST. #160011866 DB 328 PG 462 ZONED: RA USE: RESIDENTIAL 52-A-74 PAUL M. & SUE A. LOCKHART DB 697 PG 242 ZONED: RA USE: RESIDENTIAL 52-A-78 DONALD L. & DONNA K. AMICK DB 659 PG 361 ZONED: RA USE: RESIDENTIAL 52-A-79 ALFRED M. & RUTH WILLIAMS DB 250 PG 68 PARCEL 1 ZONED: RA USE: RESIDENTIAL 52-A-80 ALFRED M. & RUTH WILLIAMS DB 250 PG 68 PARCEL 2 52-A-82 ELSIE M. WILLIAMS INST. #160000127 DB 242 PG 372 ZONED: RA USE: RESIDENTIAL 52-A-81 ELSIE M. WILLIAMS INST. #160000127 DB 244 PG 286 52-A-83 HESTON LUTTRELL INST. #050000006 DB 893 PG 134 ZONED: RA USE: RESIDENTIAL 52-A-84 HESTON LUTTRELL INST. #050000006 DB 893 PG 134 ZONED: RA USE: RESIDENTIAL 52-A-72 EMMANUEL BAPTIST CHURCH DB 366 PG 544 ZONED: RA USE: CHURCH 52-A-71 JOSE SANTOS & FLORIDA I. JU A R E Z INST. #150008246 ZONED: RA USE: RESIDENTIAL 52-A-68 JENNIFER L. & GRADY A. PAINT E R INST. #1600011988 ZONED: RA USE: RESIDENTIAL 52-A-66 KEVIN & JOY O'NEILL INST. #140006922 ZONED: RA USE: RESIDENTIAL 52-A-61 WINWOOD PROPERTIES II, LLC INST. #14001067 ZONED: B2 USE: COMMERCIAL ZONED: RA USE: RESIDENTIAL ZONED: RA USE: RESIDENTIAL EX . A S P H A L T D R I V E W A Y NORTHWESTERN PIKE EX. 1,200 S.F. GARAGE40'W x 30'D EX. 12' WIDE GRAVELDRIVE, WITH 40'W x30'D GRAVEL LANDING 50' BUILDING USESIDE SETBACKPROP. STORAGE ROOM F.F.E. 100.00' 1,000 SF ROOF DRAIN TO BE RELOCATED 54.99'50.00'20.00' SF CE PROVIDE CONSTRUCTION ENTRANCE WITH WASH RACK IF REQUIRED 99989799100 99 30 99 30 LIMITS OF DISTURBED AREA 4,624 SF.U:\Accounts\EMBAP\EMBAP22001 - Emmanuel Baptist Church Minor Site Plan\DESIGN\_SHEETS\CS3000.dwg PLOTTED: 8/18/2022 12:41 PM, BY: Teri Hermen PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: ----APPROVED PERMIT DRAWINGS CS3000 BYNO.DATEREVISIONSEMBAP22001 AS SHOWN TLH 2022-06-30 MMA SHEET APPROVED BY OF2 2 DRAWN BY DRAWING SCALE DATE PROJECT ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 40'80' PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHEMMANUEL BAPTIST CHURCH,STORAGE ADDITION2774 NORTHWESTERN PIKEWINCHESTER, VA 226032774 NORTHWESTERN PIKEWINCHESTER, VA 22603EMMANUEL BAPTIST CHURCHDIMENSIONAL & GRADING PLAN2022-08-18 EXISTING CONDITIONS NOTE: EXISTING CONDITIONS INFORMATION SHOWN HEREON, IS FROM APPROVED SITE PLAN. EXISTING CONDITIONS MAY DIFFER. EROSION AND SEDIMENT CONTROL LEGEND NO.TITLE KEY SYMBOL 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE 3.05 SILT FENCE SF EROSION & SEDIMENT CONTROL NOTE: CONSTRUCTION ENTRANCE AND SILT FENCE SHALL BE INSTALLED AS THE FIRST PHASE OF LAND DISTURBING ACTIVITIES.