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HomeMy WebLinkAbout61-00 Stuart M. Perry, Inc. (Asphalt Storage Bld) - Back Creek - BackfilePTU ARTM. PERRY, IVC. PROPOSED ASPHALT PAVER STORAGE FACILITY STUART � PERRY NC. � o BREMIATOMS 117 LIMESTONE LANE . ASSY. ASSEMBLY BLACK CREEK MAGISTERIAL DISTRICT F'RE0'8AICK COUNTY, VIRGINIA PROPOSED ASPHALTPAVER D.F. BC BASEMENT FLOOR BLOCK BOTTOM OF CURD BML BUILDING MOUNTED LIGHT PROJECT. STUART M. PERRY, INC. DP BREAK POINT PROPOSED ASP.IIALT PAVER S`1°')RAGE SITED BSBD. BASEBOARD 117 LIMESTONE LANE COUNTY OF FREDERICK, VIRG rNIA STORAGEBU CMG ICIP CL CUR® Qs GUTTER CAST IN PLACE CONCRETE CLASS CMF CONCRETE MONUMENT FOUND OWNER/ STUART M. PERRY, INC. CPP CMP CORRUGATED POLYETHYLENE PIPE CORRUGATED METAL POPE DEVELOPER: 117 LIMESTONE LANE WINCHESTER, VIRGINIA 22602 � CO PA D METAL PIPE ARCH CLEAN OUT (540) 6G2-3431117 L M ESTONN E DIA. DIAMETERo it ct: MR. DENNY PERRY DS DOWNSPOUT EOP EDGE OF PAVEMENT SURVEYOR: MARSH & LEGGE LAND SURVEYORS, P.L.C. 560 NORTH LOUDOUN STREET VIRGINIA 22601 BACK CEEKFG RMSTE:D CT AG RALSTR EX. F.F. F.F.E. FDC EXISTING FIRST FLOOR FINISHED FLOOR ELEVATIONWINCHESTER, FIRE DEPARTMENT CONNECTION' (540) 667-0468 FH FACE OF GUTTER FIRE HYDRANT Contact: MR. SCOTT MARSH F.L.S.F.L FIRE LANE SIGN GAUGE i / APPLICANT PAINTER LEWIS P.L.OF COUNIN FREDERN CK RGA GM GV GAS METER GAS VALVESUITE SING$ EER 307 SOUTH BRADDOC STREET, 200 HANDICAPRAMP NDCOSE WINCHESTER, VIRGINIA 22601 HDR � (540) 662-5792 HDR CURD 6" HEADER CURB Contact: TIMOTHY G. PAINTER, P.E. HP HIGH POINT PARCEL, INFORMATION: y � = I IRON PIPE FOUND " IPS IRON PIPE SET :PIN: 52-( (A,)) -256 O = '_ h - :r, : , RTE, S0 IINV INVERT F~FiLT. LP LOW POINT SITE AREA: 425.90 Acres T LIGHT ROUN ILL �.<. 03 MLP LIGHT METALGHT POLE 'ZONING: EXTRAC`L`IVF MANUFACTURING ZONING DISTRICT COUNTY OF FREDERICK MPD MP MULTI —PRODUCT DISPENSER METAL POST EM, EXTRACTIVE MANUFACTURING DISTRICT HILL CREST MH MANHOLE INOC NOSE DOWN CURB CURRENT USE: ROCK QUARRY, CRUSff9D STONE PRODUCER AND a N.P.S. NO PARKING SIGN ASPHALT HATCH PLANT ,� INRT NO RIGHT TURN N,T.S. NOT TO SCALE ZONING REQUIREMENTS:OHT OHE OVERHEAD ELECTRIC OVERHEAD TELEPHONE PROPOSED USE: ROCK QUARRY, CRUSHED STONE PRODUCER AND PIV PL POST INDICATOR VALVE PROPERTY LINE ASPHALT BATCH PLANT � PROP. LE PROPOSED BUILDING SETBACKS: YARD,: REQUIRED: PROVIDED: � PVMT RCP PAVEMENT REINFORCED CONCRETE PIPE FRONT: 75 Ft. 1,335.66 Ft. RD RED. ROOF ERABN REDUCER SIDE: 25 Ft. 40.00 Ft. 4 R.O. ROCK OUTCROP REAR': 25 Ft. 920.76 Ft. SAM. SANITARY STD. STANDARD T.D.D. TO BE DEMOLISHED RA ZONING SIDE: 100 Ft. 100.00 Ft. T.B.R. TO BE REMOVED RA ZONING REAR: 100 .Ft. 920.76 Ft. T.D.P. TO ICE PRESERVED TB THRUST BLOCK EXCAVATIONS TC TOP ®F CURD SETBACK: YARD: REQUIRED: PROVIDED: INDEX TO CITY/COUNTY LOCATION VICINITY MAP TEL. TRD TELEPHONE TELEPHONE RISER BOX SIDE: 100 Ft. N/A - EXISTING 1 " = 2000' 'TVRB TELEVISION RISER BOX CRUSHING OPERATIONS TYP REQUIRED: SETBACK: YARD: REQUIRED: PROVIDED: AA15� �-23�4 P;�il �-A-295 UGE UGG UNDERGROUND ELECTRIC UNDTYPER UNDERGROUND GAS SIDE: 300 N/A - EXISTING /(ENA'h7R R LAr0t1977F 1fENNA7H R LAFOLLETTE OR 568 PG 156 D� 5 13�6 PIN 52-A-tar UG CATV UNDERGROUND CABLE T.V. BUILDING HEIGHT: PRINCIPAL: 4 5 Ft . &S-T S� lv F F&MIL Y RES/DEAQ& USE- ,Sp�6ZE' FAM/L Y RESI'mmml STUART Ia PERRY eNG ZO 'r- RA BONE RA OR -U..9 PG 2�0 P/N 52-A-.?J6 UGT XFMR UNDERGROUND TELEPHONE ELECTRIC TRANSFORMER USE SINGLE FAMILY RESIDENTIAL Fl1V/(ENME71I R LAor0LLEiIE P 52-A-240 �rR ion RA R.9 � 1+.�6 t�fl WATERLINE DENSITY: OPEN SPACE: N/A E� 08 7Fa� r 71 USE: SINGLE FAMLY RESIIDENTIAL STUART M PERRY INC. La 4m �� WM WATER METER PARKING REQUIREMENT': LISE:• SINGLE FAI^JLY Rl•gafNTIAL ZONE:• RA ZONE- RA P/N 52-A-2.Y7 USE S�7Ni2F FAMILY RESVF/ff L STI�r M. PERRY, rNC ZONE- RA WPP WTP WOOD POWER POLE WOOD TELEPHONE POLE ACCESSORY NO PARKING REQUIRED AN 52-A-265 ROR•ERT I9 MCMALAND USE:' SINGLE FAMILY RESIDENTIAL PIN 52-A-2$9 STUARr I19. Pt�RRY; IIlrC: WV WATER VALVE STRUCTURE': DE/ .329 PG 167 I?avf• RA USE. SINGLE FAMIL Y RESIDENTIAL USE: SINGLE FAMILY Rf'SIDFFNF9L ZOMr:• RA 5'R 000.00 RADIUS IN FEET PROPOSED SPOT ELEVATION P✓N 52—A-26J ZONE:- RA PIN 52-A-2.FB 29fJDGE R IICFARtANO STUMP A PERRY /NC OB AW. PC x(00.00) EXISTI{ G SPOT ELEVATIOIN MAT II�IDICATES REVELED PITCH LANDSCAPING AND NONE, REQUIRED: OE3 7Y, PG 4�1 PrN 52-A-26241 SINGL�O rIY RESIDE 91 °.� USg SrMGYEZOA(F.ILY R£S✓DENiIA[ IN THE GUTTER PAIN: PITCH TO BE 1/6" PER FOOT. TRANSITION THE GUTTER SCREENING: NE- AWh ` PP 431 � 'a \, OVER A 10' LENGTH (TYP). USE SINGLE F14MY RESIDENTIAL ZONE: RA dAlor2gey�4ern Pike PROPOSED DEVELOPMENT: ASPHALT PAVER STORAGE SHED >, w PIN 52-A-262A ARIA: 5,000 Sq . Ft. MCFARLAMD S MILL /NC. PARKING: NONE REQUIRED` FOR AN ACCESSORY USE OR &9P P6 759 ' ' USE SINGLE FAMILY RE"S/LTENT/AL AYN 52-16- r- r FEED R C"fEL S/s� _".. r ZONE:• RA � � >° r' I USE- SINGLE FAMILY RENIDENTLgL F . A. R CALCULATION: N/A PIN ZONE. RP _ 52-16-1-2 ' 45 p� ZONING NOTES: CAT L f" STEP/IE . F/ER/NE F/ CJELSk' D 490, PG 96 adj .," �, 0 ► 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM BUILDING -MOUNTED LIGHTS, USE:• .SINGLE F�,^9/LY RESSIDENTIAC ZONE RP �i£�' �' � ,s HILL CREST P/N.52 '� ° ��. ONI,Y. NO POLE LIGHTS ARE PROPOSED FOR THE CONSTRUCTION OF THIS STORAGE 16-1-3 ,� f AAMMLArl P. RILEY` SHED. ALT, LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR OR 912, PG .Pik �• {'20, PROPOSED ASPHALT ILLUMI'JA'I°ION OFF -SITE. ESIDENTIAL =,. �� [LSE. SINGLE FAMILY RPAVER SHED PIN 52-16-1-4 ZONE RP :' B; / 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED RB 472a� A.g,/NE�/✓pLL/N OLr a%6, A.5Vd ON THE PLAN. L/SE:• SJNCPL£ FAM/L Y ZONE' RP 3. NO OUTDOOR ITUMPSTER HAS BEEN PLANNED FOR THE CONSTRUCTION OF THIS PIN 52- r7-2-5E3 M/LLARD /+/' S/NG,i+AS FIM2 R WEN701 P/N 52-17-2-5A OR 77 �P� 94R f r O,� ��2 � USE SINGLE F M/L Y REQDEN lAl FACILITY. USE.• .£VRYE RN 52- r7-2-6A ZONE • RP I :� ZONE RP ' . 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY AR/Ti'IONY H. 6t MiSrY 8 LAIPE OR 897 PG 17Y0 •� f I EXISTING ENVIRONMENTAL FEATURE. USE: S/MME FAUVY AYgVENTIAL ZONE:• P/iv 52-17-2-CB P/N 52-A-255 o e �� C. L. ROSINSON ICE & COLD y \ JO/9N, ✓R Gp RORlN A. YARNER PC 6YI Di e E ; ; '' ° • I USE.- SINGLE FAM/L Y RESIDENTIAL I 5. THERE ARE N() ADDITIONAL OUTDOOR STORAGE FACILITIES PROPOSED FOR THE C/S£. S/N�GLE F4M/ RESIDENTIAL rjY s�� 'f ZONE RA DEVE ,OPMENT OF THIS SITE. PIN 52-17 2-7 ZONE- RP GREGORY G. & MARSoYA R. MILLER U b SIGNS WILL BE CONSTRUCTED AS PART OF THIS PHASE OF OR 485, PG USE: SINGLE � `®® '1 6. No FREESTANDING �/LYRES/DENrML ZO£RPPIN -r�2-D DEVELOPMENT OF THIS SITE. S<RT LO✓R. t MIHELLE D. LDYTHE R 941, PG 1691 USE.- •SYNCif FAMIL Y RESOFIVANI PIN "' 52-17-2-9 LOIS MARE SARGENT ZONE. RP n` DR 605, PG 292 USE,, SINGLE FAM/L Y RESIDENTIAL PIN 52-17-2-10 ZONE RP GEORGE R ✓R 6f L#VV4 ✓. LASHEI406v . PIId 52-A-256 PG 1227 ✓ FINAL SITE PLAN L/SE:' SINGLE FtlMIL Y REs/L7E'NTAL STUART M. PERRY W 110, PG 224 APPROVED PIN 52-17 2-11 ZONE.• RP ERIC /(. SFIC L, JR• & LINDA M. LUNDIN LB 747 PG 457 !/ 44 ZOIbE EM ✓" ,{y nL ®ATE /°1 / USE- S/MCALE FAMIL Y RESIDENTIAL P/N 52-17-2-12 ZONE:• RP PATSY AMM EIENNETT / �' Gv / - O c, DR 476 PG 764 USE- S/MGLE FAMILY AfYDENT/AL ZONE:• RP P/N 52-17-2- r MICl/AEc scorn ALE.YAebL?E'R ,OB 624, PG 446 PIN'-A-31$A����� . / R08 3 0 I O O P Mo ����� �1 V o 9 USE:- SINGLE FAM/L' Y RES'IDENT/AC \ / ' USE:• AGR/CUL TURA�UNLT,EW'L L,'ED ZONE RP ZL%R!E PI[D%®jllD_OSED ASIPHA LT PAVER RRN 52-A-260 P/N 52-A-259 �"`. STEP1eEN L. C:YAR/(, ET CAR I PG 20 ALL ,� ..., ALMA E. P/NGLEY \ tv'g 110, PG 224 ' (�} (� ���LU���LJf ������� BUILDING USE.- AGR/CUL TURAL/UNDE�/ELOPED USE S/NIXE FNM/L Y RESYL7ENT/.4{ / PIN 5�?-A- YlO R&r PACXWO CORP � . �J ZONE. RA ZONE RA ! DR 725, Pia' 600 AGR/L'L/LTL/RAL/UNDEIIEL OPED LIST ®F DRAWINGS PIN 52 A-,�5 ZONE:• RA ,Y� LISLE-CALaRCU�irURAL/ �ErELaPEO S H T. � /2: COVER SHEET & ZONING NOTES ZONE:' RA / ti r' r SIT. 2/2. SITE LAYOUT PLAN MD�'• ® PDA�NTER-LEWNS"L APPROVE BY THE ZONING U W EDEM -�Y U COS NTY9 tY 11 AMONSTRATOR Ut.:.JUY 19�U \8o o 13.� 02 ®UTIH ®D®©C STREET, �TE 20 e. fm 0 PAINTER 1 fl � T � VQ R N�A 2260� 88 9C� CCU �30 T DQ`U L (540) 62-79 ��� //n� SITE PLAN SHALL DE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1a__l FILE NO.: 0003007 9.1 N86*30'00'*W 173.25' 100' B.R.L. (BUFFER TO RA ZONING) \V , 0 LINK FENCE--, V� F 4w 0 %NQ I Cc) L IMITS OF EX GRAVEL ............................. . . ............................ ............................. 60# R/W WINCH & WESTERN RAILROAD N87*30 00-w/ 0-5�� �n9 7-z i163,32 861 .38- ") 5 27 6 862 0 86f)( CHAIN S861,55 .00!00"W 861.56 INK FENCE 92-40' x x 4r '438-90' j-,y. STONED 25' 8 R L AREA roti 7VT STORAGE (SIDE 100' B.R.L. -- / 110 -4 --Ts-uFFER To RA ZONING) NOTES: O' / O� 860 1. BOUNDARY LINES SHOWN ARE BASED ON AVAILABLE PUBLIC RECORDS. / G� / 2. THE PROPOSED ADDITION WILL NOT INCREASE THE Q� / NUMBER OF EMPLOYEES, THERFORE, NO ADDITIONAL PARKING SPACES ARE NECESSARY. rAvmmjrj"l wrJ11111i N.T.S. Q2��o 2� oy� / 40 2" SM-2AL BIT. CONCRETE SURFACE COURSE ,�41 �4 o �, oa / 21-A-- �p STONE BASE Q� 15�(r COMPACTED SUBGRADE NOTE: /��' �Q THE t'0AVLMtr41 Z)tk.11UN SHALL BE INSTALLED / Q �, AT THE FRONT OF THE PROPOSED ASPHALT PAVER SHED AS DIRECTED BY OWNER. Z �j R z NOTE: /� V = cc THE EX. STONED AREA SHALL SERVE LAJ AS THE CONSTRUCTION ENTRANCE. CONSTRUCTION NOTES. Z NO GRADED AREAS SHALL BE DENUDED AS A RESULT OF THIS CONSTRUCTION. EROSION ANDSEDIMENT CONTROL: Id 0 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL, BE INSTALLED PRrO.i TU ANY Z L&J LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRE:IT OF THE! COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL / �� LOG HAN DBOOKEDITION W O V) L" 2. ALL WORK SHALL BE COIJFINED To THE DESIGNATED LIMITS OF CONSTRUCTION. FOR V) THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY • Z PIN 5-2-A-256 BOUNDARIES. :R 3. 110 DISTURBED AREAS SHALL HE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE =3 Ao CoN'rRACTOR SHALL STABILIZE ALI, DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. /4 IN 4. THE CONTRACTOR SHALL, BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL, MEASURES. ALL MEASURES SHALL BE INSPECTED CJ DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR His O REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED By THE END OF WORK IIIA,11 DAY. le M C) 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT U CJ CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY w EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION CA_ Co 0 AUTHORITY. ALL VEGETATIVE COVER SHALL, BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHAI , [,BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL H AFTER THE FINAL GRADES AVE BEEN alp ACHIEVED. / `V / Li. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000st). 0 @: 0 SEED TYPE: RATEMIXTURE: N RELIANT HARD FESCUE 130 Ih/Ac. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 201 (N4 r4) 30 Ib/Ac�� �` /. Is% 0 P / PERENNrAL RYEGRASS D (j) SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. (14 N Ul) Ln THE CONTRACTOR SIIALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER 4) 1 1 �+ - 7y CONSTRUCTION EQUIPMENT PRIOR TO ENTERING T11E PUBLIC R-O-W. I'l IS I'llE 4) N (14 RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ANLAY DUST L (D (D AT ALI, TIMES. 0 (D � .z/ EXCAVATION AND GRADING: (3) 00 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED Q MATERIALS SHALL BE PROPERLY DISPOSED OF ON -SITE: AT A LOCATION ACCEPTABLE TO 0 > �lLn GENERAL NOTES: AND AS DESIGNATED BY THE OWNER OR HIS REPRESENTATIVE. _0 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE 2. IF ENCOUNTERED, ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND 0 COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND STOCKPILED ON -SITE AS D1Rl­('TED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. FOR FUTURE USE. m C / / 0 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND 3. ALI, BORROW FILL MATERIAL, IF NECESSARY, S111AA, BE OBTAINED BY THE C -C- -SITE As DIRECJED BY THE OWNER AND A1,PRoVED BY QL SPECIFICATIONS OF THE COMMONWEALTH - VIRGINIA AND THE COUNTY OF FREDERICK, CONTRACTOR FROM A BORROW PIT ON :3 W x VIRGINIA, WHERE APPLICABLE. A CERTIFIED GFO-PECHNICAL ENGINEER. ALL, FILL IIATIRIAL SHALL BE PLACED IN O.S LIFTS OF 811 OR IESS AND SHALL BE COMPACTED TO 95' of' ASTM D-698 MAXIMUM DRY Ln 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER AT 1-800-257-7777 AT LEAST TWO �Z) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR 0 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE STRUCTURES WITHOUT PERMISSION OF THE OWNER. tl) INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND 5. ALI, LANDSCAlFD ISLANDS, �ii3OPES, AND LAWN AREA:; SHALL RECEIVE. A MINIMUM SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE OF 61' TOPSOIL t 11TAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION 01 ONTRAC71)P TO VERIFY Till LOCATION OF ALL EXISTING UTILITIES PRIOR TO PERMANENT VEGETATIVE COVER. CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY To THE ENGINEER, THE OWNER, AND THE 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS / O APPROPRIATE UTILITY COMPANY. NEEDED. ��Tli op 5. ALI, PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. SANITARY SEWER AND WATER UTILITIES: ? 1. NO WATER OR SANITARY SEWER MAINS OR SERVICE FACILITI ES ARFNEEDEDOR 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS PROPOSED AS A RESULT OF THE CONSTRUCTION OF THIS ST4 RAGE FACILITY. 4L4 NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. STORM WATER MANAGEMENT: pomo h O 1. No INCREASE IN THE STORM WATER RUNOFF SHALL OCCUR AS A RESULT OF THE 8260 7. TOPOGRAPHIC INFORMATION WAS DERIVED FPrjM A TOPOGRAPHIC SURVEY PERFORMED BY DEVELOPMENT OF THIS STORAGE FACILITY AND THEREFORE NO STORM WATER MANAGEMENT MARSH & LEGGE LAND SURVEYORS, P.L.C. OF F:NCHESTEP, VIRGINIA. THE TOPOGRAPHIC OR CONTROL iS NEEDED OR PROPOSED FOR TIIIS PROJECT. INFORMA ION T IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO /z/1 1/0') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. PAVING AND CONCRETE: OA 1. T11E ON -SITE DRIVE A11PPARKING AREAS SHALLRECEIVE THE MINIMUM PAVEMENT �a� 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROTFI-T. SECTION, AS DETAILED ON NIE PLANS. ALI, POINTS OF CONNECTION WITH THE EXISTING TONAL PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT 9. ALL RADII DESIGNATIONS INDICATE FACE Of CURB, EDGE OF PAVEMENT, OR EDGE OF SECTIONS. STONE PAVEMENT, WHERE APPLICABLE. MISCELLANEOUS: SURVEY: 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO 1. FIRE LANES SHALL BE DELI UFATi,i), AS DIRECTED BY TPE COUNTY OF FREDERICK, Marsh 2' EXISTING UTILITIES WITH Titr APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. VIRGINIA FIRE MARSHAL. Legge w �ZZ tj CL W (D < LAJ = 0 w O_j CL z cr_ 0 V) 6 L Q I DRAWN: JOB NO.: TGP 0003007 30 0 30 90 SCALE: DATE: LJML_MIL_M 1"=30-0' 10/31/00 Scale 1 30 ft SHEET: 2/2 "TUART N. PERRY, INC. PROPOSED ASPHALT PAVER STORAGE FACILITY\ STUART PERRY,-., 117 LIMESTONE LANEJ MAGISTERIAL DISTRICT oNC. ASSY. B.F. ASSEMBLY BASEMENT FLOOR BACK CREEK FREDERIiCK COUFTY, VIRGINIA PROPOSED ASPHALLYTPAVER BLCIt• 0TT® M OF CURB BML BUILDING MOUNTED LIGHT PROJECT: STUART M. PERRY, INC. BP BREAK POINT PROPOSED ASPHALT PAVER S`l'.)RAGE SHED 7.17 LIMESTONE LANE COUNTY OF FREDERICK, VIRG NIA OSTRAGE C&eG C&G CL BASEBOARD CURB & GUTTER CAST IN PLACE CONCRETE CLASS CMF CONCRETE MONUMENT FOUND OWNER/ STUART M. T'FRRY, INC. CPP CMP CORRUGATED POLYETHYLENE PIPE CORRUGATED METAL PIPE WINCHESTER, VIRGINIA 22602 DEVELOPER: 117 LIMESTONE LANEMESTO'NE CIvIPA CO CORRUGATED METAL PIPE ARCH CLEAN OUT 117 L LANE DS DIAMETER (540) 662-3431 '011tact; MR. DENNY PERRY DS EOP DOWNSPOUT EDGE OF PAVEMENT SURVEYOR: MARSH 6 LEGGE LA14D SURVEYORS, P.L.C. 560 NORTH LOUDOUN STREET � CK MAG,STER CT CREEK EX. F.F. F.F.E. FDC EXISTING FIRST FLO R INISH FLOOR ELEVATION FIRE DEPARTMENT CONNECTION(J40) WINCHESTER, VIRGINIA 22601 FACE OF GUTTER 667 »046s FH FIRE HYDRANT Contact: PIP. SCOTT MARSH - � F.L.S. Go. FIRE LANE SIGN GAU ® �HGM GASGMETER APPLICANT/ PAINTER - LEWIS, P.L.C. 1' • FREDER� CKo GV GAS VALVE ENGINEER. 302 SOUTH BRADDOCK STREET, SUITE 200 CR HANDICAP RAMP WINCHESTER, VI.RGINIA 22601 HB HOSE BIB (540) 662-5792 - HDR CURB 6" HEADER CURB Contact: TIMOTHY G. PAINTER, P.E. HP HIGH POINT ��_ _ HTR. HEATER PARCEL INFORMATION: --= IPF IRON PIPE FOUND IPS IRON PIPE SET :PIN: 52-( (A) ) -256 TE. SO INV LP INVERT LOW POINT SITE AREA: 425.90 Acres ROUN ILL "� � ` T 0� LT. MLP LIGHT METAL LIGHT POLE VMANUFACTURING ONING DISTRICT ZONING: EXTRACTI F P I � COUNTY OF F EDER C �r `� — MPD MP DUCT DISPENSER MULTI -PRODUCT METAL POST EM, EXTRACTIVE MANUFACTURING DISTRICT \ HILL CREST MH MANHOLE NDC NOSE DOWN CURB CURRENT USE: ROCK QUARRY, CRUSHED STONE PRODUCER AND SHTTE N.P.S. NRT NO PARKING SIGN NO RIGHT TURN ASPHALT BATCH PLANT N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC ZONING REQUIREMENTS: OHT OVERHEAD TELEPHONE PW POST INDICATOR VALVE PROPOSED USE: ROCK QUARRY, CRUSHED STONE PRODUCER AND PL PROPERTY LINE ASPHALT BATCH PLANT PP POWER POLE PROP. PROPOSED BUILDING � PVMT RCP PAVEMENT REINFORCED CONCRETE PIPE SETBACKS: YARD: REQUIRED: PROVIDED: RD ROOF DRAIN FRONT: 75 Ft. 1,33.5.66 Ft. RED. REDUCER SIDE: 25 Ft. 40.00 Ft. �� R.O. ROCK OUTCROP REAR: 25 Ft. 920.76 Ft. SAN. STD. SANITARY STANDARD T.B,D. TO BE DEMOLISHED RA ZONING SIDE: 10i1 Ft. 100.00 Ft. T.B.R. TO BE REMOVED RA ZONING REAR: 100 Ft. 920.76 Ft. T.B.P. TS TO BE PRESERVED THRUST BLOCK EXCAVATIONS SETBACK: YARD: REQUIRED: PROVIDED: Ili9®EX TO CITY/COUi�TY L®CATI®4� VICINITY MAP TC TEL. TRB TOP OF CURB TELEPHONE TELEPHONE RISER BOX SIDE: 100 Ft.. N/A - EXISTING 1 = 2000' TVRB TELEVISION RISER BOX CRUSHING OPERATIONS SETBACK: YARD: REQUIRED: PROVIDED: P✓lv S2-A�2.�4 Pit/ ,�?-A-2.R5 TYP UGE UGG TYPICAL UNDERGROUND ELECTRIC UNDERGROUND GASIfE•NN£1/✓ 300 Ft. N/A- EkISTING R LAr0Uf77T A'£NNETH R dA %1 7°TSIDE:OO 5 , PC 156 y g RVY 52-A-241 UG CATV UNDERGROUND CABLE T.V. u SYNLdE FAMILY RESIDENTIAL LISE SINL�i£ F� /[Y P£S1,0rA W STUA,�T M P£0�' !lrl� ZM RA UGT UNDERGROUND TELEPHONE BUILDING HEIGHT: PRINCIPAL: 45 Ft. ZOAIE:• '� PrN 52-A-2�6 • �.� , gl wp , XFMR ELECTRIC TRANSFORMER DENSITY: OPEN SPACE: N/A Pi�N ? A-26E IlENNL7Pd , LG IJ67TE ZOrt1E RA H£L£N E: F/.�F•!£R CS 56� ,P�,^ 1.I6 P✓!b 52-A®240 USE SINGLE FAMIL Y RESIDENTIAL S7U4R7 t l PERRY INC. WL WM WATERLINE WATER METER 76� 1VER USar• SINCL£ FAMAY R£SYO.ENP/AL ZONE:" � 08 EFA PG ,E5 Pali/ 52-ARRY7 USts ANA£ FAM/L Y RESIDENTIAL W-PP WTP WOOD POWER POLE WOOD TELEPHONE POLE PARKING REQUIREMENT: ACCESSORY NO PARKING REQUIRED ZONE- RA PIN 52-A-265 STUART M PERRY, INC. LONE RA RVErRT Nil. MCFARLAND I SE• SINGLE FAMILY RES)VENTML P/N 52-ERRY /C PERRY INL SVNCL WV WATER VALVE STRUCTURE: 0.� 329, PC 167 IONS. RA USE SINGLE FAM/C Y RCS/DENTIAL f USE: SINGLE FAMILY REYCEENTIAI ZONE- RA 5° R 1100.00 RADIUS IN FEET PROPOSED SPOT ELEVATION PIN 52-A-265 ZONE.- RA P/N 52-A-2.� MALICE L9CFARLAND TUART PERRY, /NL' RL u(00.00) EXlSYO G SPOT ELEVATION LANDSCAPING AND DO 709, PC 44 DO �y PC USE. SINGLE F�MIL Y RLS/DENTAL g. USA S/NLr1'E FATLY R£S�DENTIAL HA C ING INDICAT S REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE SCREENING : NONE REQUIRED: Pr7b 52-A-262 LONE RA M,..00f 8. MCFAffDWO ZONE- RA 1/8- PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH TYP ( ) DO 71, PC apt USE: S/Na ` r&% e RESIDENTAL `'° > ` � ,.a Riortv►rresIern . PROPOSED DEVELOPMENT: ASPHALT PAVER STORAGE SHED 76ME­ AA a P v 50&e 4. PIN 52-A-,?"A 1 AREA: 5,000 Sq. Ft. W +- MG�.�RLAND :S MIL,L � r t .� PARKING: NONE REQUIRED FOR AN ACCESSORY USE OB M2, PC 7�9 , P✓N 52-16-1-1 USE SYNGdE FAM/L Y RES/OENT/AL FREO R tr" £LSH r - �° `' i' LONE RA I 00 .551 PC 140 USE. SIAQF FAM/L Y RES/DEAthAL `. `' F.A.R CALCULATION: N/A ILI,vr RP r i :, x e� Li�i4 P✓N 52-16-1-2 F ' ° SIFWE L. CATHERINE V t.TZSH ? �.r� 00 4,90 RG 96 t/ ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM BUILDING -MOUNTED LIGHTS, USE. SINGLE FAMILY RESIDENTIAL y .y j % I JJ5 -� ���� 4` ZONE- RP �' !' 'HILL CV�ESTI ONLY. NO POLE LIGHTS ARE PROPOSED FOR THE CONSTRUCTION OF THIS STORAGE A11V5?-16-1-I � r' � ANTHONY P. RILEY y 4 SHED. ALI LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR D8 912, P' �79 / ' PROPOSED ASPHALT USE SINGLFAM/LY RESIDENTIAL �>6 l ILLUMI'aATION OFF -SITE. NS• RP PAVER SHED IOE 7 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED PIN 52-16-1-4 n RICQfiIA7?,RD A�/AJ£��/Y�5 1 I DAD' 4i4, !-{9 d@✓� ON THE PLAN. USE • S/NG[E FAMIL Y RESIDENTIAL , ! �; ZONE- RP 3'. NO OUTDOOR DUMPSTER HAS BEEN PLANNED FOR THE CONSTRUCTION OF THIS P/N 52- I7 2-5E1 MILLARD N. SYN6WAS 548 LOU/SE S. CATHER 03 772 PC 494 FACILI'I''Y, USE. SYE 66A`M�� SIDEAiiIAt PIN 52-17-2-6A ZONE:• RP USA SIN43E FAH/[ Y R£S/O£NTIAL o ZONE.- RP 4 . DEVELOPMENT OF `!'ILLS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY A1NTHONY R. 6F MISTY A. LA!!E DO 597 PG 1720 ��� EXISTING ENVIRONMENTAL FEATURE. USE: SINGLE FAMILY RESIDENTIAL ZONE.• RP PIN 52-17-2-6® Q"�oy � PIN 52-A-255 ! ° D JOHN, JR 6F ROSIN A. YARNER OE) 942, PC 691 d I��l USE S/NROB FAMILY RES/D£N .°¢ 5. THERE ARE NO ADDITIONAL OUTDOOR STORAGE FACILITIES PROPOSED FOR THE DEVE .OT>MENT OF THIS SITE. USE.• S/NGLE FAMILY RESIDENTIAL P/N 52-17--2-7 ZONE.• RP v GREGORY G. & MAITSHA R MILLER CIO 6. No FREESTANDING SIGNS WILL BE CONSTRUCTED AS PART OF THIS PHASE OF THE DEVELOPMENT OF THIS SITE. 505 USk':• SI 6ZEIrA&I Y MES/DENrIA[ PeN . & MI 2-O R0.8ER7 L., JR. Q• MlCHELLE D. LOY L� 941, PC 1691 %s � /, o6j`� • FAM/L RESIDENTIAL z �. P✓N 52-17-2-9 S1NGLE Y ZONE:• RP LOIS MARIE SARC7NT 0E1 USE' SINGLE FAM/L Y RESIDENTIAL P✓N 52-17 2-10 ZOINE� RP f OEOR6T R ✓R dF L/NOA ✓. LASHBAUCH ANY 52-A-256 /IEi 990 PG 1227 a, M PERRY ,. SB FINAL SITE PLAN USE.- SINGLE FAMQ Y RESIDENTIAL PIN 52-17 2-11 ZONE.• RP 11 ' 1��F PG 224 i • ' � APPROVED ERIC A SFQrZ,74R �14N5D4 M. LUNDIN 08 USE.` [E FAMIL Y RESIDENTIAL PIN 52-17-2-12 LONE: EM ° � • d &L Af - - BATE l 2 ', - ; 60 .SIN PATSY ANN ®ENN£TT � ZONE.• RP OR 476 PC 764 S. I? ir ca / - 06 USE: SINGLE FAMILY RE510ENAAL ZONE- RP PIN 52-17-2-13 M/C< OB 24, PC 4 6 PAN 5CKINO O g R6F1 PA? -A- CORD L& 570, PI; 48.9 STUART 1UJ1 P E R RY Jl USE". SINGLE FAMIL Y RESIDENTIAL / ' ' USE. AGR/CUL TURA4/UNOfWL 0, 0 9 0 LONE:• RP ZDNE:• RA ��®�®��� ASPHALT �� PAVER P/N 52-AT PrN A-259 / ST£PHEN L. CLERAGY, Ei' ALL ' ACME E. E: PYNGLEY � tvB 105, PC 20 027 110, PG 224 ������� �� T����� �LJ USE.• AGR/CUL TURAL/ 11V0f £LOPED US£. SINGLE FAMIL Y RESIDENTIAL ' / PIN .a2-A-Jl0 ' ' RCrT PACIlING CORP ZONE.• RA ZONE:• RA 6N��LOPED USE- AGRDC u 17 TG� La S T O 1T� 1�1� �7 r� D RA U� R N G S PIN 52-A- s LONE RA CLOVEADALE FARMS hvc. USE AGR/CU[TURAc/UNDE�ELOP£D �� S H T. � /2 o COVER SHEET & ZONING NOTES SHT. /2. SITE LAYOUT PLAN no P A N T E u mo­ L E W �S`) F® ❑ ❑ 9 � f 1 FREDERI COUNTY, M MA 302 151�-`,'O TH B ®DD®CK `SE C T, SWTE 200 IMo . PAINTED Na 18260 NNu F_0"TE MRu"NA 22601 WodX xa A TujEMEu`m2 7 MTDum, DAM (540) (06 5 02 N. �� pA� �` SITE PLAN SHALL DE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 2 FILE NO.: 0003007 I 1 / / / / / N86'30'00"W _ 100' B.R.L. _ (BUFFER TO RA ZONING) `v I EX. owN ,(?O LINK FENCES O� EX. DRAWL - - r _ so # R /W I CENT£RL /NE WINCHESTER & WESTERN RAILROAD , k?hh�• �, __.._ ___ £ . '�"L' 4O N873o'00"W 274. 86� J � _• EX CHNN S86�0 w W r 86A LINK FENCE / _ 92.40 X _-- 438.90' EX. 570N£D _ _ �/ 25' B.R.L. / EpU/PAI£N7 STORAGE AREA _- - (SIDE YARD) A_ � 10�p' g.R.L. (BUFFER TO RA ZONING) �O QQ / NOTES: R 860 1. BOUNDARY LINES SHOWN ARE BASED ON AVAILABLE PUBLIC RECORDS. C01 / 2. THE PROPOSED ADDITION WILL NOT INCREASE THE NUMBER OF EMPLOYEES, THERFORE, NO ADDITIONAL Q a PARKING SPACES ARE NECESSARY. � PAVEMENT DETAIL x rod. N.T.S. a� q 2" SM-2AL BIT. CONCRETE SURFACE COURSE 6" 21-A STONE BASE COMPACTED SUBGRADE �t NOTE: THE PAVEMENT SECTION SHALL BE INSTALLED AT THE FRONT OF THE PROPOSED ASPHALT PAVER SHED AS DIRECTED BY OWNER. NOTE: THE EX. STONED AREA SHALL SERVE AS THE CONSTRUCTION ENTRANCE. CONSTRUCTION NOTES: NO GRADED AREAS SHALL BE DENUDED / AS A RESULT OF THIS CONSTRUCTION. EROSION AND SEDIMENT CCINTROL: 1. SGP�F LAND I EROSION STUBBINGAND SEDIMENT ACTIVITIES. ALI,TROL WORKMSHALLFBESHALL BE INSTALLED DONE IN ACCORDANCCEPWITH THE HANDBOOK. EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL 2. ALL WORK SHAI,1, BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR yDP� THIS PROJECT, TIfE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY P//V 52-A-256 / \d BOUNDARIES. ` 7 / 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE �O CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE (0� END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE / L OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED `r DAILY AND AFTER EACH SIGNIFICANT RAINFALL, BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SIIALL 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. / VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING SPL•:CIFICATION: G�5 �OQ SEEDBED PREPARATION: / 4T A. SCAKIFY / `CHE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. / li. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sI). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 Ih/Ac. 65% / KENTUCKY BLUEGRASS 40 Ib/Ac. 201 r / PEREtINIA[, R'fEGRASS 70 lb/Ac. 151 SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. / ' 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND O'1'HFR �*CONS'CRUC'TION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. 11' I5 'TIIE RESPONSIBILITY OF THE CONTRACTOR I'D MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALI, TIMES. / EXCAVATION AND GRADING: / 1. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GIt11BBFD MATERIALS SIIALL, BE PROPERLY DISPOSED OF ON -SITE AT A LOCATION ACCEPTABLETO GENERAL NOTES: AND AS DESIGNATED BY THE OWNER OR HIS REPRESENTATIVE. 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE 2. IF ENCOUNTERED, ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND STOCKPILED ON -SITE AS D1RFCTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE \ / / THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. FOR FUTURE. USE. / 2. EROSION AND SEDIMENT CONTROL, SHALL CONFORM TO THE STANDARDS AND 3. ALI, BORROW FILL MATERIAL., IF NECESSARY, SH/:LL BE OBTAINED BY THE VVV SPECIFICATIONS OF THE COMMONWEALTH VIRGINIA AND THE COUNTY OF FREDERICK, CONTRACTOR FR(-M A BORROW PIT ON -SITE AS DIRECTED HY THE OWNER AND APPROVED BY VIRGINIA, WHERE APPLICABLE. A CERTIFIED GFO-TECHNICAL ENGINEER. ALL FILL DATIRIAL SHALL, BE PLACED III LIFTS OF 6" OR IESS AND SHALL BE COMPACTED TO 95, OF ASTM D-698 MAXIMUM DRY / 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" DENSITY, OR AS I,IRECTF.D BY THE GF.O-TECHNICAL ENGINEER. / 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. 110 BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVALLABLE INFORMATION_ HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARF. NOT SHOWN AND 5. ALL LANDSCAPED ISLANDS, SI,OPES, AND LAWN AREAS / SHALL UEC'EIVE A MINIMUM SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSTSTI.ITY OF THE OF 6" TOPSOIL Li+l'AINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPI,IC'ATION Of CONTRA=nP TO VERIFY THi LOCATION OF ALL EXISTING UTILITIES PRIOR TO PERMANENT VEGE'IAFIVE COVER. CONSTRUCTION. ANY DISCREPANCIES BETWEEN 'THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE 6. ALL DTSTURBEU LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS APPROPRIATE UTILITY COMPANY. NEEDED. 5. ALL PROPOSED UTILITIES SHALI. RE INSTALLED UNDERGROUND. SANITARY SEWER AND WATER UTILITIES: 1. NO WATER OR SANITARY SEWER MAINS OR SERVICE FACII,ITIES ARE NEEDED OR 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS PROPOSED AS A ftF:SUur OF THE,' CONSTRUCTION OF 'PHIS STORAGE FACILITY. / NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. +� STORM WATER MANAGEMENT: 1. NO INCREASE IN THE STORM WATER RUNOFF SHALL OCCUR AS A RESULT OF THE 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY DEVELOPMENT OF THIS STORAGE FACILITY AND THEREFORE NO STORM WATER MANAGEMENT MARSH & LEGGE LAND SURVEYORS, F.L.C. OF !VI'_NCHESTER, VIRGINIA. THE TOPOGRAPHIC OR CONTROL, LS NEEDED OR PROPOSED FOR 7111IS PROJECT. / INFORMATION IS BASED ON U.S.C. 6 G.S. DATUM AND A CONTOUR INTERVAL OF TWO / (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. PAVING ANT) CONCRETE: 8. NO SOILS REPORT WAS FURNISHED FOR THIS Pin(Tc ^. 1. THE ON -SITE DRIVE AIJU PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTION, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTIO14 WITH THE EXISTING PAVEMENT SHALI, BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT / 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF SECTIONS. / STONE PAVEMENT, WHERE APPLICABLE. MISCE[.LANEOUS: 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO 1. FIRE LANES SIIALL, BF, UELINEA'TI•:D, AS DIRECTED BY TI;E COUNTY OF FREDERICK, / EXISTING UTILITIES WITH 'THF APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. VIRGINIA FIRE MARSHAL. 30 0 30 Scale 1 it = 30 ft I W a tL Z Z 4�CL a. CD H V"f N .Q W 0 � WIZ CL w O J 0 C c� L Z Q 0 V Z m Z >-V4S�Y Z W CC LWC) Lai I.- 0 H H V W LAJ of : Y LA. W O W CAC CL Nd C-) oc VO o cc NJ 0 N •'J '- N l") j0 (n (0 ^ N In In � I I N N >` (D QD (Av (D (D Y C) 00 o t m N C O L -C v a .. N x O .- 0� LL N Q 0 h R RnQ a �LTH OF L'! 'A 8260 SSIONAL SURVEY: C.I.: Marsh & 2' Legge DRAWN: JOB NO.: TGP 0003007 SCALE: DATE: 1 "= 30. 0' 10/31 /00 SHEET: 2 /2