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Home My WebLink About48-99 Irongate, Inc. - Opequon - BackfileIRONGATE, IFIO;.: SHOP h OFFICE ADDITION PROJECT: I RONGATF, 1 ITO . SHOP 6 OFFICE AI)DITION 201 RIDINGS LANE FREDERICK ('OIINTY, VIRGINIA OWNER/ DEVELOPER: IRONGATF, INC. 201 RIDINGS LANE. WHITE, POST, VIPGINIA 22664-I11IS CONTACT: MR. DENN I S RIDINGS (540) 869-5100 APPLICANT: PAINTF,R-LEWIS, P.L.C. 302 SOUTH 8RADD0n'K STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 ENGINEER: PAINTER - LF'WTS, P-L-('. 302 SOUTH RRADDOCK STREET, ';IIITF: 21)0 WINCIIESTF.R, VIRGINTA 22(,01 (540) 662-1,6) CONTACT: TIMOTHY G. PAIN'I'FR, P.E. PARCEL, INFORMATiON: PIN: RF, ( (A) SITE ARFA: 4`).672 Acres ZONIN(;S: RFSIDFNTIAL 44.238 AurPs RA RURAL AREAS DTSTPI('T BUSINESS AND INDIISTRIAI, I .4 14 Act#�s M- 1 I,IGHT INDIISTPIAL DISTRI(:'I' PROPOSED USE: M-1 ZONING (IFFT( F 6 FABRICAI'IOtI SHOP URRE:NT USF: M- l 7.Ot1INn; OFF'I('F 5 FABRICATION SIP)[' ZONING REQIIIRF:MF;N'TS: M I 7.ONING DENSITY: PARC ET, COVERAGE. MUST NOT F.XCEF.D 75% COVERAGE. (BUILDINGS & DRIVE AREAS < 1 .0755 Ac. ) SETBACKS: FRONT: 75 Ft . (ALL, STRF.F.TS) REAR: 25 Ft. SIDF: 25 Ft RLIILDING HEIGHT: 6(1 Ft . FLUOR ARFA\ l,Ol' APFA.: I t, PARKIN(;: 1 SPAO'F. PER EMPLOYEE PARKING REQUIRED: 5 OFFICE EMPLOYEES -` 5 SPACES 5 SHOP EMPI,OYF.FS 5 SPACES 15 ERFUTORS -' 1 `' TOTAL SPACES REQUIRED: 25 SPACES LANDSCAPING AND SCREENING: M 1 D I STR I O'T : NONE REQUIRED I,F(;AI,I,Y NON('ONFORMTNG PROPOSED DEVELOPMENT: PEAR TRAILER STOPA(;F FACILITY AND PAVEMF.NT IMPROVEMENTS FRONTAGE.: 60,00 Ft. PARKING: 27 SPACES (Existing, which includes 2 ea. Van HICP Spac(-') (A)I spaces shall he delineated.) LOT COVERAGE: TOTAL PARCEL: fill IJDINGS/STRIN'TURF:S: 16, R25. 4 Sq. Ft . 0.3R63 Acres PARKIN(;/DRIVF: i0, 101 .7 Sq. Ft . 0.6910 A(-res 10TA1. AREA: 46, 92-7, 1 Sq. Ft . I.077i Aries FLOOR AREA\LOT AREA: F.A.R. - 0.3861 Acres/1.434 Acres -> 0.2694 OPEN SPACE,: 15, 5 iR Sq. Ft . (24.(48) TOTAL PARCEL: 0.3)61 Acres LANDSCAPING: NONE: REQUIRED ZONING NOTES: 1. NO ADDITIONAL, EXTERIOR LIGHTING HAS BEEN PROPOSED FOR THIS SITE. THE EXISTING LIGHTING AND THE PROPOSED BUILDING LIGHTING SHOULD PROVIDE THE APPROPRIATE LIGHTING FOR THE. SITE.. THESE LIGHTS SHALL BE DIRECTED DOWNWARD SO AS NOT TO SHINE; LIGHT ON THE: ADJACENT PROPERTIES. 2. AL.I, EASEMENTS, WHICH ARE: APPL I ("AlflY 'I'(-) THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. NO ADDITTONAL DUMPSTFR PAD AREAS HAVE. BEEN PROPOSED FOR THIS COMPLEX. IRONGATE, INC. 201 RIDINGS LANE WHITE POST, VIRGINIA OPEQUON MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VIRGINIA FREDERICK COUNTY, VIRGINIA COUNTY OF FREDERICK ----- -- - i INDEX TO CITY/COUNTY LOCATION 86--A- 179E L F_ E & MARY F. RIDIN ZONED. -RA USE: SINGL E FA MIL Y RESID ARMF! ► RIG,v TS - I ROU l� �7 7 522 DOUBLE TOLLG,411 F C 340 �o VICINITY MAP 1 " = 2000' 86 -A - 179A SHIRL E-Y C CARL SON �. ZONED -RA USE. -SINGLE FAMIL Y RESIDENTIAL `r Cr` �1 ry USE :AGRICUL TURAL/UNDEVEL OPED s a 13 RIDINGS I � ENTIALloe 87-A- 12 DFNNIS L . RIDINGS ZONED. -,RA USE-001VMERCIA1 & INDUSTRIAL 86-A- 179 SHIRL E Y C. CA RL SON ZONED. -RA PROP OFFcI PROF SHO( --PROP. PARKING AREA / Ex. OFFICE I dt SHOP ,,- Ex. r EDP 1 87-A - 13C JAWIES A. CAL HOUN ZONED. -RA USE: SINGLE FAMILY RESIDENTIAL I r- 86-A - 179D LIBERTY BAPTIST CHURCH ZONED. -RA USE. -RELIGIOUS 87-A- 12C JAMES A. CAL HOUN ZONED. -RA USE -SINGLE FAMIL Y RESIDENTIAL 87-A - 12D SHIRLEY C. CARL SON ZONE-D.-RA USE .•AGRICUL TURAL/UNDEVEL OPED PAINTER-LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200(, WINCHESTER, VIRGINIA 22601 (540) 662-5792 4��LTN TI MO . PAINTER .18260 '51 loo �i►,,, rONALt�� ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTFOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-6 CUREB & GUTTER CC-6R REVERSED PITCH CURB & GUTTER CIP CAST[ IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORFRUGATED POLYETHYLENE PIPE CMP CORFRUGATED METAL PIPE CMPA CORfRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. or rA DIAMIETER DS DOW'NSPOUT EOP EDGES OF PAVEMENT F. F. or F.F.E. FIRST FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAU(GE GM GAS METER Gv GAS VALVE HDCP HANDICAP HB HOS'E BIB CG-- 2 6" HEADER CURB HP HIGHS POINT HTR. HEATTER IPF IRON) PIPE FOUND IPS IROm PIPE SET INV INVERT LP LOWI POINT LT LIGHT MLP MET7AL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANIHOLE NDC NOS>E DOWN CURB N.P S NO PARKING SIGN NRT NO RIGHT TURN N.T S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVEIRHEAD TELEPHONE PL PRO)PERTY LINE PP POKER POLE PVMT PAVIEMENT RCP REINgFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN SANIITARY STD, STAINDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. 10 BE PRESERVED TB THRUST BLOCK TC TOP, OF CURB TEL, TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T V UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WAT'ERLINE.. WM WAVER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION )'(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN 'THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). FINAL S!'TE PLAIN APPROVED ��V-��a p__ 00 DATE �0q. S; to pldrK_ # IRONGATE, INc. 201 RIDINGS LANE LIST OF DRAWINGS SHT. 1 /3: COVER SHEET & GENERAL NOTES SHT. 2/3: CONSTRUCTION NOTES and DETAILS SHT. 3/3: LAYOUT PLAN R UENED Alj�l `) 12900 APPROVED COUNTY OF FREDERICK, VIRGINIA 8a1 w ZONING ADM ISTRATO DATE SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL. 1/3 FILE No 9902014 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE. APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. S. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALI, PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL, BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. AND BASED UPON U.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE REI,OC'ATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE: INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF' THE COMMONWEALTH OF' VIRGINIA EROSION AND SEDIMENT CONTROI, HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE, LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL, BE. RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALI, VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF' CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL CLEARING AND GRABBING AND DEMOLISHED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL AND ORGANIC MATERIALS SHALL BE EXCAVATED TO THEIR FULL DEPTH AND DISPOSED OF PROPERLY OFF -SITE. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTFCHNICAL ENGINEER. ALL FILL MATERIAL SHALT. BE PLACED IN LIFTS OF B" OR LESS AND SHALL BE COMPACTED TO 95$ OF ASTM D-698 MAXIMUM DkY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED AND LAWN AREAS SHALI. RECEIVE A MINIMUM OF' 6" TOPSOIL, GRADED AND RAKED, PRIOR T() APPI.I!'A'IION (iF PERMANENT VEGETATIVE COVER. 6. THE PROPOSED LAWN AND SLOPE AREAS SHALL HAVE ALL DELETERIOUS MATERIALS REMOVED AND DISPOSED OF PROPF.RI,Y OFF -SITE. THE AREAS SHALI. THEN BE BACKFILLED WITH SUITABLF. EARTH MATERIALS WHICH WILL PROMOTE: GROWTH OF THE PROPOSED PLANTS. ALL DISTUPBED LAWN AREAS SHALL BE RESEEDED, FERTILI7,EI, AND MULCHED AS NEFDF.I). SANITARY SEWER AND WATER UTILITIES: 1. NO ADDITIONAL. WATER i* SEWER SF.R.VICF.5 OP MAINS ARE PRC)F'(ISEF FOR THIS SITE. 2. THE EXISTING WA'IEk AND SEWER MAIN AND SFkVICES SHALI. BF; UNDISTURBED AND REMAIN IN SERVICE: AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE DEVELOPMENT OF THIS SITE, BY THE ADDITION i)F THE OFFICE: AND SHOP BUILDINGS CHANGE THE. RUNOFF ()R FLOW ;'F<11'EkIA THAT CURRENTLY EXISTS. THE: AREAS TO BE DISTIRBED ARE CURRENTLY PAVED DR STONE PAVED AREAS AND THE RUNOFF COEFFICIENTS WILL NOT CHANGE DUE TO THE DEVELOPMENT OF THESE BUILDING IMPROVEMENTS. THEREFORE, NO ADDITIONAL STORM WATER MANAGEMENT IS. W.M.) IMPROVEMENTS OR FACILITIES ARE REQIJIREG. 2. ALL SURFACE WATER SHALI, BF. CONVEYED TO THE ADJACENT' STREAM BY SHEET FLOW AND SHALLOW DITCHLINES, A5 INDICATED oN THESE DRAWIN(I'S. PAVING: 1. ALL PROPOSED Atli) EXISTING; PARKING ANG STORAGE AREAS ARE: TO RECEIVE THE PAVEMENT SECTIONS AS INDICATEll ON THE PLANS. THE AREAS SHALL BE GRADED, AS NEEDED, FOR POSITIVE DRAINAGF ANI- THE PAVEMENT SECTIONS SHALL BE INSTALLED AS SHOWN. THE STONEP LOADING AREAS SHALL HAVE ALL "POTHOLES" REPAIRED WITH VDOT 421-B STONE AND Al�DITIONAI. STONE SHALI, BE ADDED AS NEEDED TO PROVIDE POSITIVE DRAINAGE IN THESE: AREAS. 2. ALI, TIE-INS TO EXISTING PAVED SURFACES SHALL BE: SAW-CU'f T(-? ENSURE THAT A STRAIGHT AND EVEN !CONNECT ION 1.9 MADE:. MISCELLANEOUS: 1. FIRE LANES I'HAIJ. P_F DF:i,INEATEI-, AS hIPECTEI I,Y I'HE ''OTINTY r)F FREDERICK, VIRGINIA F'IkE MARSHAL. 2. ALL EXISTING FIRE I,ANFS SHALL REMAIN IN PLACE; ANI) SHALI, BE: ACCESSIBLE 1'O EMERI;EPJCY' VEHI!:LF.S A`I' AIA TIME'' ',LURING THE: CONSTRUCTION PRO('ESS_ PRE —CAST WHEEL STOP DETAIL N T S 1 "o DOWE L I HOLE --\ - t "0 DOWE LL HCd. F r-41 CONTINUOl1S T -----------� END VIEW FRONT VIEW CAR STOP EX. PAVEMENT STRUCTURE STEEL DOWELL HDCP SYMBOL. (WHITE) SOLID BLUE BACKGROI HANDICAP PARKING DETAIL N.1.S. ff.. HANDICAP SIGN TO BE INS TALL E D ON BUILDING HANDICAP SKGN DETAIL NT`5 c� NOTE: 1 ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAVEMENT DETAIL HDCP PAVEMENT DETAIL 2" SM - 2AL BI T CONCRETE - — — --� SURFACE COURSE 6" 21..- A-----�- STONE BASE COMPACTED SUBGR ADE -- 12" x i 8" STi' ---- 12 r 6 ' S , C - STD U-CHANNEL PQS i -- PROP GROUND RESERVED PARKING VAN ACCESSIBLE AITY f100- 70M-AWAY Z IR m l w co r O 0 IN � V _ Z cz Z G • Z V� JY w Z V w cn w� W W a?tiNW 00cc N = O W a. � p 00 r4�� VA-t! RM 9 No NA 11 SURVEY RITCHIE N/A SURVEYS DRAWN. jOB NO:I TGP 9902014 SCALE. GATE N/A 03; t /UO SHEET. 2/3 IRONGATE, INC.: SHOJI' e OFFICE ADDIT'TON PROJECT: I RONGA'rF., INC. SHOP 6 OFFICE ADDITION 201 RIDINGS LANE FREDERICK COUNTY, VIRGINIA OWNER/ DEVELOPER: IRONGATE, INC. 201 RIDINGS LANE WHITE POST, VIRGINIA 22663-IR75 CONTACT: MR. DENNIS RIDINGS (540) 869-5100 APPLICANT: PAINTER-I,F.WIS, P.L.C. 302 SOUTH RRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 ENGINEER: PAINTER - LEWIS, P.L.(-. 302 SOUTH RPADf)rx-K STPF.F.T, S111 TE 200 WINCHESTER, VIRGINIA 22601 (540) 662-1565 CONTACT: TIMOTHY G. PAINTF.P, F.F. PARCEL. I NF('1RMA"r I ON : PIN: R6- iA) ) -179'- SITE AREA: 4`.672 Acres <.�)NINGS: RESIPFNTIAl. 44-.'3H Acres PA PUPAL APFAS DISTPI'T '..4.44 Acres FROP05FL` 115F: IIRRFNT ;ISF ,'c`NING REQi'TRFN.FN?S I�FNS t'"1 SFTBACKS : P11ILDING HEIGHT F! `:IP ARF1` ' 'r APE"•.: FOISINFSS At1I INDITSTRIAL M-' LIGHT INI1')STR.IAL b115TRI(' M- 1 ? I►.LNG ,FFI!'F FAPRiF M-1 ,'FFT:'F 6 FABRI%ATI(',N 540F M I "N I tJG PARCEI. COVERAGE MUST NOT EXCEED �5* 0VERA':F (R)ILDINrS 6 DRIVF_ AREAS ;.1,755 Ac.j FRONT: '5 Ft. 'ALL STREETS) REAP.: _I S Ft . SIFIF: 5 Ft . hi' Ft PARKIN:,: I SPACE PER EMFLOYEF PARKING REQUIRED: S OFFICE EMPLOYEES -> 5 SPACES 5 SHOP EMPLOYEES > 5 SPACES 15 ERFCTORS 15 TOTAL SPACES RFQUIRFIi: 25 SPACES LANDSCAPING AND SCREENING: M I DISTRICT: Nk)NF REQUIRED I,E(,ALLY NONCONFORMING PROPOSED DF.VFI,OPMENT: REAR TRAILER STORAGE FACILITY AND PAVEMENT IMPROVEMENTS FRONTAGE: 60.00 Ft. PARKING: 27 SPACES (Existing, which includes 2 ea. Van HEY: P_-Spac1 -- -- -- -- -- - (A11 spaces shall be rielineated.I LOT COVERAGE: TOTAL, PAR('EL: BilILDINGS/STRn)CTURF.S: 16, 825.4 Sq. Ft 0.3863 Acres PARK ING!DPIVF:: 30,101.7 Sq. Ft. 0.6910 A-res Ti)TAI, AREA: 16, 92.7. 1 Sq. Ft. 1.0773 Acres FLOOR AREA\LOT AREA: F.A.P. = 0.3863 Acres/1.434 Acres 0.2694 OPEN SPACE: 19,538 Sq. Ft. (24.9%) TOTAL PARCEL: 0.3561 Acres LANDSCAPING: NONE. REQUIRED ZONING NOTES: 1. NO ADDITIONAL EXTERIOR LIGHTING HAS BEEN PROPOSED FOR THIS SITE. THE EXISTING LIGHTING AND THE PROPOSED BUILDING LIGHTING SHOULD PROVIDE THE APPROPRIATE LIGHTING FOR THE: SITE.. THESE LIGHTS SHALL BE DIRECTED DOWNWARD SO AS NOT TO SHINE. LIGHT ON THE. ADJAcFNT PROPERTIES. 2. ALI, EASEMENTS, WH I (. ti ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE. PLAN. 3. NO ADDIT'IONAI. DIIMPSTFP PAD AREAS HAVE RF.F.N PROPOSED FOR THIS COMPLEX. IRONGATE, INC. 201 RIDINGS LANE WHITE POST, VIRGINIA OPEQUON MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VIRGINIA I Pf DF RI( K (()I INT Y, VIPONIA (_r)I)N f Y r)F F kEDt. RIf 1, \r t INDEX TO CITY/COUNTY LOCATION 86—A— 179E LEE & MARY F. RIDIN ZONED. -RA USE.' SINGL E- FAMILY RESID / Al t 77 Fq/RFq SITE k pjkE DOUBLE LATE / c� 340 �o z � VICINITY MAP 1" = 2000' 86-A - 179A c �, SHIRLEY C. CARL SON ZONED. -RA 86—A — 779 USE —SINGLE FAMIL Y RESIDENTIAL 0 SHIRLEY C. CARL SON `'' `�' z ZONED. -RA C� 1 USE.AGRICUL TURAL/UNDEVELOPED a s- a GS - - - RiaNcs y ENTIAL / 87-A- 12 OL ,NNIS L . RIDINGS ZONED BRA U.SE-COMMERCIAI & 11VDUSTRIAI. PROP OFFICE PROP SHOP MITTTI PROP. ARKW, AREA Il EA SOFFICE "OP SHOP Ex. EOP IL -1 I . 87—A— 1.3C JAWIES A. CAL HOUN U ZONED. RA USE. -SINGLE FAMILY RESIDENTIAL 86—A-- 179D LIBERTY BAPTIST CHURCH ZONED •R,6 USE•REL IGLOOS 87—A-- 12C JAMES A. CAL HOUN ZONED. -RA USE —SINGLE FAMIL Y RESIDENTIAL 87—A-- 120 SHIRLEY C. CAR1. SO1V ZONED. -RA USE.•AGRICUL TURAL/UNDEViEL OPED PAINTER-LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 LTH 6 "'Sr y� rr PAINTER No. az50 �UaIroNAL I ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK, BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-6 CURB & GUTTER CC-6R REVERSED PITCH CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. or 0 DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT F. F. or F.F.E. FIRST FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT F. .S. F;RE LANE SIGN Go GAUGE GMGAS ►aE7ER Gv SAS 'JAL.iE BEY --CSE `318 _ r� N MLP MET:,i L! -H7 r_E MPr, MUL TI—PROO�jC- DISPENSE4 MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N P S. NO PARKING SIGN NRT NO RIGHT TURN N.T S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T V UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER vvPP WOOD POWER POLE WTP WOOD TELEPHONE POLE wV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). FINAL SITE PLAN APPROVED ?..jc7. GC DATE m - `JD .5. fie /�/e7r� 94` A 8,' 9q IRONGATE, IN(' 201 RIDINGS LAND; LIST OF, DRAWING SHT. 1 /3: COVER SHEET & GENERAL NOTES SHT. 2/3: CONSTRUCTION N �� ,.'4.>r' AILS SHT. 3/3: LAYOUT PLAN AIIJG 1 _. 2fi]00 DEPT, OF PLANNI'!GiDEVELOPMENT APPROVED COUNTY OF FREDERICK, VIRGINIA L24 � - 0;�— 8 zq Do ZONING ADNAINISTRAT4 DATE SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL. I/3 I !i E NO `4g0,'i'1 4 GENERAL NOTES: PRE- CAST WHEEL STOP DETAIL 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF N T.S THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH 8 1/2" DISABILITIES ACT, WHERE APPLICABLE. 1"0 DOWELL HOLE 1"m DOWELL HOLE �4«i 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE. STANDARDS AND CONTINUOUS SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF —"— �!4 REBAR FREDERICK, VIRGINIA, WHERE APPLICABLE.^� 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT �- ------ - ---- 6'--0' END VIE W -- — MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. FRONT VIEW 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALI. PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF' WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALI, BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. AND BASED UPON U.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. AI.L WORK SHALI. BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AN[) MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE: CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL. BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE: MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE :70NTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL CLEARING AND GRUBBING AND DEMOLISHED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL AND ORGANIC MATERIALS SHALL BE EXCAVATED TO THEIk. FULL DEPTH AND DISPOSED OF PROPERLY OFF -SITE. 3. ALL BORROW FILL. MATERIAL, IF' NECESSARY, SHALL BE: OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALI- FILL MATERIAL SHALL BE PLACED IN LIFTS OF' 8" OR LESS AND SHALL BE COMPACTED TO 95i OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 2`, FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE: A MINIMUM OF 6" TOPSOIL, GRADED AND RAKED, PRIOR 'I'O APPLICATION OF PERMANENT VEGETATIVE. COVER. 6. THE PROPOSED LAWN AND SLOPE AREAS SHALL. HAVE ALL DELETERIOUS MATERIALS REMOVED AND DISPOSED OF PROPERLY OFF -SITE. THE AREAS SHALI. THEN BE BACKFI LLED WITH SUITABLE EARTH MATERIALS WHICH W I I,I.. PROMOTE GROWTH OF THE PROPOSED PLANTS. ALL DISTURBED LAWN AREAS SHALL. BE RESEEDED, FERTILIZED ANF) MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. NO ADDITIONAL WATER OR SEWER SERVICES UR MAINS ARE PROPOSE[) FOR THIS SITE.. 2. THE EXISTING WATER AND SEWER MAIN AND SERVICES SHAI,I, BE: UNDISTURBED AND REMAIN IN SERVICE: AT AIA, T'IME:S STORM WATER MANAGEMENT: I. THE DEVELOPMENT OF THIS SITE BY THE ADDITION OF THE OFFICE AND SHOP BUILDINGS DOES CHANGE THE RUNOFF OR E'LOW CRITERIA THAT CURRENTLY EXISTS. THE AREAS TO BE DISTURBED ARE CURRENTLY PAVED OR STONE PAVED AREAS AND THE RUNOFF COEFFICIENTS WILL NOT CHANGE DUE TO THE DEVELOPMENT OF THESE BUILDING IMPROVEMENTS. THEREFORE, NO ADDITIONAL STORM WATER MANAGEMENT (S.W.M.) IMPROVEMENTS OR FACILITIES ARE REQUIRED. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE ADJACENT STREAM BY SHEET FLOW AND SHALLOW DITCHI,INES, AS INDICATED ON THESE DRAWINGS. PAVING: 1. ALL PROPOSED AND EXISTING PARKING AND STORAGE AREAS ARE, TO RECEIVE THE PAVEMENT SECTIONS AS INDICATED ON THE PLANS. THE AREAS SHALL BE GRADED, AS NEEDED, FOR POSITIVE DRAINAGE AND THE. PAVEMENT SECTIONS SHALL BE LNSTALI,ED AS SHOWN. THE STONED LOADING AREAS SHALL HAVE ALL "POTHOLES" REPAIRER WITH VDOT N21-B STONE AND ADDITIONAL STONE SHALL BE ADDED AS NEEDED TO PROVIDE POSITIVE DRAINAGE IN THESE AREAS. 2. ALL TIE-INS TO EXISTING PAVED SURFACES SHALL BE SAW -CUT TO ENSURE THAT A STRAIGHT AND EVEN CONNECTION IS MADE. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT AL,L TIMES DURING THE CONSTRUCTION PROCESS, CAR STOP EX. PAVEMENT STRUCTURE STEEL DOWELL HDCP SYMBOL (WHITE) SOLID BLUE BACKGROL HANDICAP PARIQNG DETAIL N.T.S. HANDICAP SIGN TO BE INSTALLED ON BUILDING HANDICAP SIGN DETAIL NTS. a :n i. ----- -- 8' - -- --�-- -- -- 8' - --- -{ NOTE: 1 ALL CONSTRUCTION SHALL. CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES PAVEMENT DETAIL N!'> HDCP PAVEMENT DETAIL 2" SM-2AL BIT CONCRETE ------- — SURFACE COURSE 6" 21-A -- �- STONE BASE COMPACTED SUBGRADE — --- - 12" x 18" STD. 12" x 6" STD STD. U- CHANNEL POST PROP GROUND RESERVED PARKING I� VAN ACCESSIBLE NAI.ry 3100- 1AW- AWAY 20m ICI _IoI i 0 _z 3 Q tY G V � _ Z cr � V v vw _j i N W w Llj f-ZHF"_a la - N W Z CL L . � -- LLJ N = 3 O Z Or W CL O O V IY O C' TLVW G. PAN�TER No 48260 ONAL SURVEY C.!. RITCHIE N/A SURVEYS DRAWN JOB NO: TGP 990201d SCALE. DATE: N/A c) 3/ I "/00 SHEET' 2/3