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HomeMy WebLinkAbout002-98 Valley Biomedical Products & Services - Back Creek - BackfileVALLEY BIOMEDICAL PRODUCTS & SERVICES" PROPOSED OFFICE AND PROCESSING FACILITY PROJECT: VALLEY BIOMEDICAL PRODUCTS & SERVICES PROPOSED OFFICE AND PROCESSING FACILITY r�FY VALLl O DABBREVIATIONS D iO'MED,rr*-%AL D V ASSY. ASSEMBLY SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 Q n Q B.F. BASEMENT FLOOR BLK. BLOCK OWNER DAWS INVESTMENTS 110-A INDUSTRIAL DRIVE WINCHESTER, INDUSTRON IAL VIRGINIA aa6o2 O m. r, -0 E ` FF rr_ Ty BC BP BOTTOM OF CURB BREAK POINT �4o gfiER, ( ) 9-1150 O nR IQ-) CG-2 CURB CG-6 CURB &GUTTER APPLICANT/ DAWSON INVESTMENTS CG-6R REVERSED PITCH CURB & GUTTER DEVELOPER: 110-A INDUSTRIAL DRIVE WINCHESTER, VIIRGINIA 22602 (540) 869�1150 CMF CPP CONCRETE MONUMENT FOUND CORRUGATED POLYETHYLENE PIPE Cantos t: -1 BRucE DAWsoN Q ROAD CMPA CORRUGATED METAL PIPE ARCH %9 C.O. CLEAN OUT ENGINEER/ PAINTER - LEW#8, P.L.C.D 0 DIAMETER LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200 22601 EOP EDGE OF PAVEMENT ARCHITECT: WINCHESTER, VIRGINIA (540) 662-5792 Contact: TIMOTHY G. PAINTER,. P.E. rr% n17 rr,;4 Fo--)A r===EK �--TEr. - F.F. F.C. FIRST FLOOR FIRE CONNECTION M*� -%T AA__ OF GUTTER PARCEL INFORMATION: LED Go, GAUGE ,PIN: 63-6-2 GV GATE VALVE HDCP HANDICAP SITE AREA: 3.204 Acres fnn n..,f HP POINT' HIGH PO ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT V Rur' NIPF C A HTR. HEATER M-1 LIGHT INDUSTRIAL DISTRICT IRON PIPE FOUND PROPOSED USE: OFFICE & PROCESSING FACILITY _ IPS IRON PIPE SET INV INVERT CURRENT USE: VACANT LP LOW POINT ZONING REQUIREMENTS: MPD MULTI -PRODUCT DISPENSER DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75k 1 MH MANHOLE COVERAGE (BUILDINGS & DRIVE AREAS c 2.4030 Ac.) FIE►GN., S NDC NOSE DOWN CURB FLOOR AREA/LOT AREA RATIO: (F.A.R.) ./= 1.0 N.T.S. NOT TO SCALE � OHE OVERHEAD ELECTRIC SETBACKS: CORNER LOT:�o FRONT: 75 Ft. (COLLECTOR OR MINOR STREETS) vAtIFT � ` OHT OVERHEAD TELEPHONE REAR.: 25 Ft. sal r PL PROPERTY LINE SIDE: 25 Ft. 6-12300 A-177 PVMT. PAVEMENT BUILDING HEIGHT: 60 Ft. - _ -�-�- - � RCP REINFORCED CONCRETE PIPE 651, Y �, �` RED. REDUCER F.A.R.: 1.0 State R-O-W RIGHT-OF-WAY COUNTY OF FREDERICK R.O. ROCK OUTCROP PARKING OFFICE AREA. 1 SPACE PER 250 Sq. Ft. 1i" St STD. STANDARD MANUFACTURING: 3 SPACES PER 4 EMPLOYEES s T.B.D. TO BE DEMOLISHED PARKING REQUIRED: OFFICE: 2400 Sq. Ft./250 = 9.6 10 SPACES � s'� T.B.R. T.B.P. TO BE REMOVED TO BE PRESERVED &PROTECTED MANUFACTURING: zo EMPLOYEES x 3J4 = 15.C) -� 15 SPACES 4�` �� .�� °, LAGS M " B T. THRUST BLOCK TOTAL SPACES REQUIRED. -> 25 SPACES ,fy . TEL. TELEPHONE LOADING SPACES REQUIRED: 1 SPACI? PER 40,000 SQ. FT. � �' Q Eifii•3i® .' Ak tt T TOP OF CURB a TYP. or Typ. TYPICAL LOADING SPACES PROVIDED: (11,250+2400)/40,000 = 0_14 I SPACE UGE UNDERGROUND ELECTRIC LANDSCAPING AND XERN T WL WATER LINE SCREENING: M-1 DISTRICTS: NO BUFFERS REQUIRED BUS P WM WATER METER LANDSCAPING FOR PARKING LOT REQUIREMENTS o ,_. ' 5'R RADIUS IN FEET PROPOSED DEVELOPMENT: OFFICE & MANUFACTURING FACILITY - BUILDING AREAS: 2,400 Sq. Ft. OFFICE AREA t 1.1,250 Sq. Ft. MANUFACTURING AREA _. - 1 STORY, HGT.: 60'-0'" Max. FRONTAGE: CORNER LOT 769.33 Ft. INDEX TO COUNTY LOCATION VICINITY MAP PARKING: 26 SPACES 2000 Virginia Department of Transportation = Staunton District (2 HDCP ACCESSIBLE SPACES) Rev 7/95 page 1 of 1 LOADING SPACES: 1 SPACE 3. No DISTURB`ED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. GENERAL NOTES FOR ENTRAAYC>E PLANS THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE OFF -SITE STORM WATER LOT COVERAGE: BUILDINGS/STRUCTURES: 13,650 Sq. Ft. AFTER THE ktD OF CONSTRUCTION. MANAGEMENT FACILITY ON EYANCE CHANNELS, CURBS., BY THE PROPOSED CONVEYANCE VDOT General Notes - (0.3134 Acres) PARKING/DRIVES: 25,034 S Ft. ' q' 4, THE CON,1RACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND CULVERTS AND STORM E ET FLOW, AS INDICATED ON S V1 All work On this pro eCt Shall conform t0 Cile latest �' editlOriS OL the Virginia Department Of TrarispOr:tc"ltlOE'I (0.5797 Ares) MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL <�I:EASURES. ALL MEASURES THESE DRAWINGS. (VDOT) Road and Bridge Specifications, and Standards, , WALKS: 890 Sq. Ft. SHALL BE TN3PF:CTED DAILY AND AFTER EACH SIGNIFICANT RAIN -FALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL PAVING AND CONCRETE: The Virginia Erosion and Sediment Control Regulations (0.0204 Acres) BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 1. THE PROPOSED ENTRANCE, TURNING LANES, AND ON -SITE DRIVE AND .PARI.ING and any Other state, federal or local regulations TOTAL AREA- 39A: Ft. E S AREAS SHALL RECEIVE THE MINIMLiM PAVEMENT SEC'",IONS, AS DETAILED ON THE applicable. in the event of conflict between any of ' q . Acre3) S. UPON COl?FPwETION of CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT PLANS. ALL POINTS OF CONNECTION WITH THE EY'rSTiNG PAVEMENT SHALL BE these standards, specifications or plans, the most(0.9f085 CONTROL MEASURES ,SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY SAW' -CUT TO PROVIDE A SMOOTH TRANSITION 13PTWEEN PAVk„MEN'.T SECTIONS. stringent shall govern. F.A.R.: (11,250 + 2400)/(3.204 x 4:3,560) = 0.0978 OPEN SPACE: 99,992.24 Sq. Ft. (71.6$) EROSION CON'i'ROL DEVICES SHALL, BE REMOVED, AS APPROVED 'BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY F AND A14Y DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND S 2'0016'E --®--d I I 329.55ft I 2. ALL CONCRETE SHALL BE V.D.O.T. CLASST'FICATION P,-3 CONCRETE. THE - CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD ENTRANCE AND ON SITE ACCCRDANCE Gd:[TH THE STANDARDS V2. All COriSCZUCtiOn Shall Comply with the lot@E;i U.S. Department of Labor Occupational safety& 'Health (2.2955 Acres) MULCHED, AS NEEDED. VEGETATIVE COVER SHALL CONFORM TO THE FOLLOWING PARKING SF�TBACK m� r- - -� -�' CG-6 AND CG-69. ALL WORK SHALL BE DONE IN Administration and VOSH dtules & Regula'tions. -Open Space is considered to be all lawn and slope SPECIFICATION: SEEDBED PREPARATION: ® - 28 S.R.I - I AND SPECIFICATIONS OF V.D.O.T. areas within the propertyboundaries. A. SCARIFY THE TOP 1."-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE i-i'o®® I I MISCELLANEOUS: V3. When working on VDOT right of way, all traffic LANDSCAPING: BEEN ACHIEVES). I I f 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF co7ltrol, whether permanent or temporary, Shall be in PARKING AREAS: 1 Tree Per 40` Perimeter B. ADD 3 TUNS PER ACRF, OF PULVERIZED AGRICULTURAL LIME (140 lb I , I I FREDERICK, VIRGINIA FIRE MARSHAL. accordance with the Current edition Of VDOT's work (354' Perimeter/40' = 8.86 Trees -> 9 Trees /1000 sf) I f 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE area protection manual. Furthermore, all traffic 3 Hedge Along R-O-W & Adjacent Properties SEED TYPE: RATE: MIN. UR,TY $ MIN. GERM. $ F 7 ( ) I ( ) I I r I ACCESSIBLE TO EMERGENCY VEHICLES AT ALL 'rIA9ES DURING THE CONSTRUCTION C011tr01 f1a4JgerS must be certified in a.CCOp'daT1Ce with (126 Perimeter fledge) KENTUCKY BLUEGRASS 45 .lb Ac. 97$ 85b / I I PROCESS. VDOT S January, 1994 (Or latest edition Of) Road & 5% Interior Landscaping IsLands K-31 .ISLAND BENT 10 lb/Ac. 95% 65% I I Bridge Specifications, Section 104.04-C. Proposed Parking Area: 8,001 Sq. Ft. (8,001 x 5& = 400 Sq. Ft.) TALL FESCUE 27 lb/Ac. 98% 95$ ANNUAL RYEGRASS 9 lb/Ac. 98$ 85$ ANNUAL ' I 0 UI ' f d I I 3. BUILDING NOTES: MANUFACTURING FACILITY: V4. Design features relating to construction or to � I. 'Tree Per. 10 Parking Spaces MULCH: 1.5 Tons/Ac. SMALL GRAIN STRAW I I I CONSTRUCTION TYPE: 2B, UNPROTECTED Control and safety of traffic may be (26 Spaces/10 = 2.G Trees -> 3 Trees) FERTILIZER: 1000 lb/Ac. 10-10-10 � � 1 ^I USE GROUP: F-1 regulation, :,object to change as deemed necessary by VDOT. PROVIDED: PERIMETER: 9 RED MAPLES 6. THE CONTRACTOR SHALL, PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OT111rR CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE. PUBLIC R-O-W. LT IS I I I I V5. Prior t0 initiation Of work, Contractor shall be 18 HOLLY PLANTS (Perimeter (er Hedge) THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO I I I I responsible for acquiring all necessary VDOT lanai use INTERIOR ALLAY DUST A1' ALL TIMES. I permits for any work On VDOT right of way. ISLANDS: 750 Sq. Ft_ EXCAVATION AND GRADING: B �� __.. � � V6. If required by the local VDOT Residency Office, a INTERIOR I. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND 1 1 reC011StructlOtl conference must be arranged and held p g 'TREES: 4 ZELKOVA SERRATA GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF-SI'1'F. 0 I "-" __ I I by the engineer and/or developer with the attendance ZONING NOTES: 2. ALL TOPSOIL SHALL, BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON- I J $ I a '1'RLP GENERATION: Of the contractor, various County agencies, utility companies Arid VDOT Tier t0 initiation of work. p p 1. NO EXTERIOR LIGHTING FACILITIES ARE PROPOSED FOR THIS ADDITION, AT THIS SITE A5 DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE:. I I w ��mIR TIME. ALL LIGHTING SHALL BE ATTACHED TO THE BUILDING. 3. A.LI, BORROW FILL MATERIAL, IF NECESSARY, SHALL, BE OBTAINED BY THE ' _ ' I __ ' ""`- c $ I� d I VALLEY BZO-MEDICAL PRODUCTS OFFICE & PROCESSING FACILITY V7 . Contractor shall notify the local VDOT Residency 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECFINICAL ENGINEER. ALL FILL � _,__ I PROPOSED MANUFACTURING FACILITY QI I I a J J ONE STORY, HGHT.: 60' 40 ( GENERAL OFFICE BUILDING: PHASE I DEVELOPMENT Office when work is t0 begin Or cease for any undetermined length of time. VDOT will also require ON THE PLAN. MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL, BE COMPACTED u 9 ►► AREA: 11,250 Sq. Ft. I TO 95$ OF ASTM D-698 MAXIMUM DRY DENSITY, OR ASDIRECTED BY THE -� �: F.F. 79600 � N�� I I - f I I OFFICE: 1000 SQ. FT. GROSS FLOOR AREA: (WEEKDAY) Ln(T) = (0.756(Ln(X)) + 3.765) X = 2400/1000 48 hours notice for any inspection. NO AREAS OF THIS SITE SHALL BE USED AS OUTDOOR STORAGE AREAS. GEOTECHNICAL ENGINEER. ;�� __'� T = TRIPS/DAY = 1..4 'Id I N'a I V8. The Contractor will be responsible for maintaining GENERAL NOTES: 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES � rn � I �_-- ' I I.,N X = 1000 SQ. FT. GROSS FLOOR AREA adequate access to the project from the adjacent 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. h so "-` `� public roadway through construction and maintenance of p y g COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF O z I -"` ____ I I I GENERAL LIGHT INDUSTRIAL: PHASE I DEVELOPMENT INDUSTRIAL: EMPLOYEES: (WEEKDAY) a entrance in accordance with the TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A ' O ---- I T - 2.951(X) + 30.572 X = 25 EMPLOYEES VlYglriia Erosion & Sediment Control Handbook,SeC 3.02 rginiaconstrErosion ACT WHERE APPLICABLE. MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. I f I f T = TRIPS/DAY Furthermore, access to other properties affected by 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STA1DARDS AND (I I �_ I I X = EMPLOYEES this project shall be maintained through construction. SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED WI 1 FREDERICK, VIRGINIA, WHERE APPLICABLE. AS NEEDED. I f I I TOTAL: Ln(T) - (0.756(Ln(2.4)) + 3.765 -- 84 TRIPS 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS SANITARY SEWER AND WATER UTILITIES: SANITARY AND UTILITY CONFORM" � Q I e � � 75'9.8,� _ -..- e L- s _ _ _ 3i T = 2.951(25) + 30.572 -> 104 TRIPS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE I. ALL SEWER WATER CONSTRUCTION SHALL TO I THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING THESE :PLANS AND SHALL MEET ALL REQUIREMENTS OF TIFF STANDARDS AND � TOTAL -> 188 TRIPS/DAY (WEEKDAY) ACTIVITY. SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.). 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY INFORMATION. HOWEVER, THERE MAY BE EXISTING UTTLITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY F.C.S.A. 1 - OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE 3. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES \ I R 0�00 ft VALLEY BIOMEDICAL PRODUCTS & SERVICES ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, PAID AT THE TIME OF APPLICATION. THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 4. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC I -- ' 366'15 -- -� -- -� � N50'5615'W OFFICE & PROCESSING FACILITY 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. PIPE AND RUN AT A MINIMUM GRADE OF 2.08$ THE SERVICE SHALL BE CONNECTED � \ TO THE EXISTING SANITARY SEWER MAIN WITH A SADDLE CONNECTION AND _ '- - - - - - -- - - - - 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK S'14ALL BE COORDINATED _ _ _ I FINAL SITE PLAN PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT 01' WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT WITH THE F.C.S.A. " INDUSTRIAL DRIVE RTE. 880 r _ ' �r e \ (8G' R-O-W) B TC LIST ®F DRAWINGS / �0VE0 ALL TIMES. 5. THE 1 DIA COPPER WATER SERVICE SHALL BE INSTALLED A> SHOWN. / 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PROVIDED BY THE OWNER THAT WAS PERFORMED BY GREENWAY ENGINEERING. AN G. THE F.C.S:A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF AL.L WATER METERS. BEFORE A PERMANENT METER IS SET, THEY f -� -- -- --® _ __ /( SHT. I/3: -« - CO3 R SHEET ADDITIONAL FIELD SURVEY TO VERIFY THE EXISTING ROADWAY CONDITIONS AND REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS I / METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE SHT. 2/3: CONCEPTUAL LAYOUT PLAN TOPOGRAPHY WAS PERFORMED BY MARSH & LEGGE LAND SURVEYORS, P.L.C. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE ' ' SH 1 . SHT. 3/3: MISCELLANEOUS DETAILS INTERVAL OF ONE (21) FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT, METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. RESPONSIBILITY OF THE DFVELOPER/CONTRACTO"R TO HAVE THE METER BOX 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR ASSEMBLY INSTALLED CORRECTLY. EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 7. THE PROPOSED FIRE HYDRANT EXTENSION ALONG THE LOWER ENTRANCE SHALL �O � BE INSTALLED AS INDICATED ON TFIE PLAN. ALL MATERIALS SHALL BE FURNISHED f�M9pM IAA �A�p^a �61 �p y pyPPRO'gED,.fID9! THE ZOU�IOf1YO A®U'NGOU STRA O APPROVED 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATIONOF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. IIAS BEEN CONTACTED_ j,' {Tif UQO➢ .,OF FREDE � o VO MA 8. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE ' CONSTRUCTION NOTES: UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. PA N TER'l-LEW EROSION AND SEDIMENT CONTROL: STORM WATER MANAGEMENT: THE WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM 9 o o o Q' #t! bb 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL, BE INSTALLED PRIOR 1. STORM ZONING ADMINISM D TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE SEWER SYSTEM, AS DETAILED ON THE PLANS. NO ON -SITE STORM WATER MANAGEMENT FACILITY HAS BEEN PROPOSED FOR THIS SITE. A REGIONAL • 302 SOUTH H B ADDOCK STREET, SUITE E 200 twool WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FACILITY HAS BEEN CONSTRUCTED ON THE ADJACENT PROPERTIES TO CONTROL THE INCREASE IN THE AMOUNT OF RUNOFF FROM THE :PROPOSED IMPERVIOUS AREA. pea�n��,pq���9 ��0� WINCHESTER, H U VIRGINIA 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE 2. ALL STORM SEWER. STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED `3IZt h8 (540) 662-57,92 rt ;,` L SITE PLAN SHALL 8E VALID FROM DATE FOR A PERIOD OF APPROVAL. OF PROPERTY BOUNDARIES AND THE INDUSTRIAL DRIVE R-O-W. IN Ti E BOTTOM TO 'FACILITATE FLOW THROUGH TH'E• STRUCTURE. IM" (5) FIVE YEARS SHEET: 1 FILE NO.: 9711015 2 � j � I � o I I I o � Q I 1 I i RIM=79 t23- IINV. IN=79 .47 INV. OUr -90.37 I I 3 II I I I I � II I I III , I <n 3 I I � � I `w w -- � - -� III � �; II wv I RIM I801.0 I-�- INV. IN!792.4 I �I <I aI Q- a Q 3 . �I I �I I �I I I 3 I � I a o p I � I io a r F=U-) _1 I m rop. 1 "0 Corp. 44.78 Q Li sop QI Prop. IProp. 1 "0 Meter, Service Meter Box & Lidl (Copp+er, T I 3 I Q � I N I�� I II 12.00' 3 I II I I I I I I ti R25. Oft L 42.1 ft 50'R RJO. OOft PROPOSED PAVED � - TURNING LANE -ZB Ii%ft- $' (SEE DETAIL SHT. 3) - G� ` 167.28 SF OF \ \ R.O.W. DEDICATION \ 0N01E51T19-FREOF19/0K COUIV rr INNUSIR/AL DEbfZOPMENT C6PRORA770V PIN- 6J--A-609 0. B. 748, Pg. 649 ZGDVEO.- M-1 USE. VACANT j 552120'16 7c - 329.551t -� - _ _269.49ft EX. SAN. SEWER _ Ex. F.H. � � � � _-_-- _ 158.00' -'- EX. 330.04' SAN. R 0 2.95% _ - �== RIM=787.32 s Saddle 4"0 Inv. In=785.70 +/- INV. IN�'780.62{ Connection (Top of Pipe) INV. OODUT=780.5 - - - ---- ---- ---- _ - 25' BUILDING SETBACK � 1 . I ---------- ------- BRIM--772.58 INV. IN=765.00 INV. OUT=764.82 F-- \ < I \ ti m' l.J � I V C.0 I / « z Y I 0 >9A m a`. v' � 1 a-i 1 0 0 OANSON 1NPf-57VENTS96' c _2 o PIN 6J-6-2 I o ZONED.• M=1 I co CP g o ® PR01°OSE"O U.S£- 06WMERCIAC INOUSIR/AL &- CURRENT USE: Vt4CANT t\ U W C.0 TO PS MU 138.78' 99 _ 800 X Ex. FH CG�� 1 I 3 50.0�' -ENRAN CE O 5.47%v a ojWV ` WVT-w------W N- --�`� w-----W---- 1 74 17' - t-^-- 81, 00' X SF 14) i 3 x o x i D X X 106.00' Dry 00 «ro X� 00 Prop. I Dumpster & Wd. Fence X Enclosure. w SF x i I ADJUST F.H. AS NEEDED 81.00' TO FINISH GRADE X 15' DRAINAGE CD EASEMENT n OAWSON /NIf-SIMEN%S PIN- 63-6-3 ZGWEO.- V-1 USE.- VACANT' ti 1� 1 66 -1076.40ft j"?1ft OA / INkf-SNfNTS PIN. 0-6-4 ZONED. V-1 US£ VACANT CD CD CD ut� 780 0p 259.45ft 266.16ft "1.�--"!dam - - - - - r- - --,t080.72ft -- -- - -- - .�..._� -WV w-- -- w=-----7e-w-------------w------w-----w------W------w------w--- -« �z wJM (AF'F?ROX:_ -CATION0INDUSTRIAL DRIVE RTE. 8OQ e 41 (60' R-O-W) ^�SIGHT DISTANCE=315' SIGHT DIST NCE=4 0 �� 0�� 25 MPH SAFE OPERA11ING SPEED -� ` TO INTX. OF RTE. 651 TO INTX. 6F RTE. -" - - 773.67 7 ea X. SAN. SEWER I �- ` 0- _ Ia3.o6 __ __ EX. SAN. SEWER _� _ /} SIGHT DISTANCE=160' SIGHT DISTANCE=595' �r f- RIM=770.42 - _ = RIM=761.644 3 RIM=785.67 - INV. IN=762.68 INV. IN=753.46 I . TO INTX. OF RTE. 651 TO INTX. OF RTE. 881 --�., , INV. OUT=77 INV. OUT=75133 INV. OUT=762.56 I Pro ES-1, End Section Pro ES-1, End Section Pro ES- }'''End Section Pro ES-1, End Section / I O P © P © P = 7B4.00O P Inv. In = 792.00 Inv. Out = 788.50 Inv. In Inv. Out = 780.00 I I Ex. Entrance OA#56W IMW-57VENTS PIN.- 75-A-1A O. B. 776 og 1699 ZQMEO• V-1 US£. COVMERCIAZ & INOUSIR/AL EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE o 0 0°0 0°0 0 0 0 0 CONSTRUCTION CE 10MOM:0000°0°°0 0°°0 ENTRANCE 000000 3.05 SILT FENCE SF X-- _-_--X X 3.07 STORM DRAIN IP __- INLET PROTECTION 3.18 OUTLET PROTECTION S 3.20 ROCK CHECK DAM CD --►' --�. 3.30 TOPSOILING 'T0 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING MU lm l PLANT LIST SYMBOL QTY. COMMON NAMB BOTANICAL NAMB SIZE 9 RED MAPLE ACER RUBRUM 2 -2.5 CALIPER ti 18 JAPANESE HOLLY ILEX CRENATA GREEN LUSTER 3 GALLON ONTAINE 36 TALL, 4' O.C. 4 ZELKOVA ZELKOVA SERRATA 2 -2.5 CAUIPER * NOTE: 36" TALL AT TIME OF PLANTING 30 0 30 Scale 1" = 30 ft m j60 ,v 4 1 w � a U W � o Q Fcd V_ Q _J U G � L C) CLC.70_Y Q J Q w � lm Q N Lai � VN NLLJ W Lai W O Q w ME ix Q LL- ad m '4C = W LA- O ��t/'fL611 U V > LA- LL- CYO w Q U 0 o M W o_ �PLTH OF y �1• TIMO PAINTER a No. 18260 o�� `ssIONAL SURVEY: C.I.: GREENWAY 2' ENGINEERING DRAWN: JOB NO.: TGP 9711015 SCALE: DATE: 1 "=30.0' 12-01-97 SHEET: 2 /3 DUMPSTER PAD DETAIL N.T.S. HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL CONCRETE DITCH DETAIL FENCE DETAIL m SIDEWALK DETAIL N.T.S. N.T.S. N.T.S. N.T S. N.T.S. EXP. JNT. MATERIAL 6' I 10'W x 10'D (OR AS SHOWN ON PLANS) (OR AS SHOWN ON PLANS) �� HANDICAP SIGN REN&AU NEENAH R-4991-HX SOLID TOP 26" METAL PLATES SHALL BE _ 1 I I I I i i I I I i _ 2x6 TOP RAIL ` Slope: 1/4": 1'-0" Slope: As Per Plan 6' Min. P,�,„a PERMA-GRIP SURFACE 24" �r _ 12" x 18" STD. (OPTIONAL) �- BOLTED TO CONCRETE BASE.JA I 11 1 1 i I I I I 1 CURBING ® t I I 1x6 BOARD, t—ri---it--tt---->* j a G p O O O C O p p O` J p•,-J O� t- t� O METAL FRAME &ANCHORS F I ( I I 1( i i 11 1 I FRONT &BACK 1 p - E) -1 - — 6 y . r- I I I I I I' I I I TOE NAIL EA. 1 "x j ! •`iTy _.L T It' Pl I -- 1 ,arm 12" x 6" STD. 6' CONCRETE TRENCH W/ 2-8d NAILS CIL -._ I I I I I 1 I I I I (EA. RAIL) 1 ) Q� 4' CRUSHED STONE 4' TYPE "A" CONC. 6' STONE BEDDING 6" TYPE "A" CONC. �. 36" I z (3000 PSI) (3000 PSI) I I a W 6x6xW1.4xW1.4 WWF 6x6xW2.9xW2.9 WWF HDCP SYMBOL (WHITE) STD. U-CHANNEL POST I I I I I I I I I i 1 2 (1.5" Min. CLEAR) (2" Min. CLEAR) Qf a I I I I I i i I I I I 1 1 Cn i t i i I I I I I i n 8'-4x4 POST ® 8' O.C. i SOLID BLUE BACKGROUND -- PAVEMENT_ 1 DETAILS- - I I I 1 N.T.S I'I /'l; OL�'I l,L 7 ('UND17'JON.� I ' 2x6 BOTTOM. RAIL 1 HEAVY LIGHT ATTACH RAILS TO POST F-- lj --- PROP. GROUND W 3-10d NAILS 2" SM-2A BIT. CONC. I A � I 1 1 PROP. GRADE / SURFACE COURSE 2" SM-2AL BIT. CONCRETE f 1 I I I (EA. RAIL) , , 3" BM-2 BIT. CONC. SURFACE COURSE I I BASE COURSE 6" 21-B �8' ( i�+l M RESEkVED art i i i O 8" 21-B STONE BASE PARKING �df I i i i M Z STONE BASE I I ' 12" DIA. POST HOLE, 1, • .� 1'tPF: of TLF:T ro F1LA I ! I 1 r 1 FILL W/CONC. COMPACTED SUBGRADE COMPACTED SUBGRADE I AREA WITH NO DEFINED l l CIIANNEI. I J NOTES: PLAN VIEW '-� NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. GRAVEL 1. ALL CONSTRUCTION SHALL CONFORM TO ADA __- I• h i ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. FINISHED SIDE TO FACE ADJACENT PROPERTY. NOTE : VAN I % GATES SHALL BE CONSTRUCTED OF SIMILAR MATERIAL. THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE Ad + 8' TYPICAL FOR VAN ACCESSIBLE SPACES & ACCESSIBLE ENTRANCE AREAS AND THE MAIN DRIVE TO THE PARKING AREAS STONE BASE 5' TYPICAL FOR OTHERS. i W THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE J PARKING AREA.HE GRAVEL PAVEMENT SECTION SHALL BE INSTALLED IN ALL DRIVE -_ SF.GTFON A -A nLrcR cuiln kEY IN ry PLCOYYENOED FOR F.T.F.F.NTIItI'PRIMlTEP Q AND DOCK AREAS, AS INDICATED ON THE PLANS. COMPACTED SUBGRADE ` - O Q STANDARD PIPE BEDDING DETAIL A - --' w Q � TURNING LANE TYPICAL z ` A N.T.S. Ic :tdr (MIN) z SECTION AT ENTRANCE 3 CL Z o ti.T of O do —.- I ` W z �I _ W F— IFE'I'll EX. LANE (12'+/-) 14' VARIABLE 8 O.D. 8 F'IF'F: OrJ'fhtT TO Wf1,l.FINAL BACKFILL DEFINeo CtIANNfa3:1 SLOPE (Max.)�i PLAN. wew ROSS SLOPE = 1 4": 1' _ NiCity of Winchester .1._it Standard Utility Detail CAREFULLY COMPACTED LU - +I _ _ CG-6Department of Pubk Utlities SELECT $ACKFILL -- 1 24„ _ ° 2" SM-2A � � 3" B Top of niter shell be 24" below rcro ITspma t Meter sating coneMt oC 6SECTION A A 1i11 I Zof rear frame and luf. l p' t inch meter suppked by the City or WmchealsrF7LtER ('IATI NEY IN e 9 RECOYYf,NDFIU i'OR P.NTiRC. P6•NIMPn',H� p" 21-B'Yke Inter Yays Ford model BA91J44W w/ C8444 MeN Adept. .! NOTkIS 1 AVRVN IENING MAY BF RIPRAP GRUIJTF'-D RIPRAI', GABIUN RASKf.T, OR CONCRF.T£ 1Q 'Yak. outlet Val . Ford r—d.1 HHCA91444TD w/ C"44 Moo, Adepler STONE AGGREGATE ' IS THE LENGTH OF' THE. RIPRAP APRON AS CAt.CUTATEDCOMPACTED SUBGRADEYaks Bert FordY504 tErrUSING PLATES 3 15 -3 AND 3 18 4 CorporeNon Stop Ford 1' modef F81000 i I ry d 1 S TIMES THY MAXIY(i1I 3TUNE DtAYE7Y.H PUT NOT HvBox Cover - X32 with standard pentagon nutI r:S9THAN R INCH Cover E■tsnsion Ring - No.t I • Maier Box 24 X 30' high density polyathyiene i I V Q N'� Z ' ? ,- Ir.� cea _ _ ----- . _---'-------_------- ---_ _ __------------- ---_ � TURN LANE & 4' SHOULDER SECTION v � N c� z CeWN "ei.r (L�)('1` ('Ill•'('h I);1:'�1 C(3N 7'RC)r�`TIaN OF A SI�,T F'L'NCF 7 N.T.s a 0 = � � � W1771O T WIRE' .S•UI 10R7�) ,)'7 ONF, CON�YTRUG TION FNTRANt, F o � � I SET THE STAKES 2 EXCAVATE A 4 X 4" TRENCH 0 0 OF DRAINAGE. AREA I I�A�SF ALONG TFl6 TINE of EX. ROADWAY VARIABLE \_ 70' NlN. PAVEREN I SHOULDER d' Z U r \ I i-------- --- __._.2�____. e'MAx. A PAVENEN! -t- I ..__ .....-._. IQpr.p ♦ �.- T. -_ ... I - 1 3 'X` �r /_ `tER C10tR rsAJNTARLF_ RFRN _�4"' i 1 f�.-�♦.l rY r e I I e . •• ' Xse)« i P t t r 't _.I ' e' MM. A .OP r rilHnt n .. .. , Lai V . 1 4": 1 ' LAJ It.TF , cirri ' _/f % (tIl SIDE ELEVATION U W irt.rr « BPen.o , . W V' �. r • ' •'r cer.,seMw ((N'TIrNIALi .� / .......... EXISTIN spew" t+� ` r p� •' (DOWNSTREAM VIEW) Fto� / ___. ___--. - 2" SM-2A ♦ /} 1` 3" BM-2 0 d' wem ( rOo r p 1 ; - d a Ic' MinLi. f'DAR.SE AGGREGATE' +' �' I = W O 8" 21- B m ' w ere.. a"sia Ater*, _ STAPLE FILTER MATERIAI, 4 BACKPILL AND COMPACT 1 I v + Ay vsl.e +uh GeLai eeer auine - Motor FI.nW < r , TO STAKES AND EXTEND THE P.XC'AVATED SON. I to ,tac COMPACTED SUBGRADE }• W Neer rein vault - ! I IT INTO THE TRENCH 12' NIN• U I STORM SEWER PROFILES 4- Y •-�•� ( I {I / . VWT el I PCS17tVC DPATNAGr W' MIN (, O O rcaoa« ,car laws _ Fl,m .ndlet-bedJ I ' 10 ACRE, OF' DRAINAGE AREA. ( ar' -/-' cnuNSE AcrRtr,A7E B ',noArttPrNDO nevrr.E _ SCALES (H) 1' =50.0' � I"C.P, Y,iPL I �' {tit•' �' ./ ! OF WAWSS AND FrW[% C I*c P er AfosmY / ` 'r" �" 11 MU5• CXIEW YOU. WIVR1 PLAN VIEW I ) 1� O y.'' / / - 7p � � I OPERATION "rose c"i q i.1 4•"•c-�/ ," Cagw lip wnH L..----- _ I � FL01I ,.•' I ,:• ea AO cappor lsn cock af♦embly T wnler pivm -L_ 3• I _ h .. '�— - ---�--^�—^• i 800 WESTERLY 800 � j F',L,•1:K ta�)T#1 - s Y�r. RAN tDpIM"Et I SHEET FLOW INSTALLATION r WIN (PF.RSPFCTIVE VIF,M) O Standard Detail Revised EASTERLY Uetail No. Typical t Inch Water Service Date ( r.LrER croTN -- ENTRANCE EXISTINGGRADE N DOWNSTREAM VIEW) � PROPOSED GRADE { i r'toR I SECTION A - -A Approval:VUOT /I A A -_ -------- \�� _ ... - - 6' - r_OARSF. AGGREGATE. - - --- ---- - B I � �� ,' j 795 EXISTING GRADE 795 rn rn __. Cityof Winchester i Cf INrCN:CEp cONEQUE IIRAu+ $PACK PROP. 1 I POINTS A SHOULD Bl". HIGHER THAN POINT I, i i � Standard Utility Detail I IDRAINAGEWAY INSTALI,A'rION OUTFACE � Department of Public Utilities (FRONT EU,?VATION) SECTION B-B PROPOSED RADE Mass t raPRAP -__-- ------ ---- ----- _ _- -- --- ---- ---- _ 790 DITCH 790 00 yy i \%� wx C �` C C G- I I 1 O O 1 to to U ` d Radial combination SANITARY SEWER curbond gutter MAIN PROP. O _, 1 DITCH OP. 64. 0'-15"o m Q) o °y' I _ 1 — i- 785 P CL III ® 5.47% 78`J _ n • . C N X I I ' I T' � C: o _ PIPE 3 LL- PREuANUiACTt'REC� �.. + SO• L'F4E55 :T�ERwIS, a 1•,3 I t SHOWN ON x'"�.VS Radius to be as � • TEE OR WY_ }ti� {ys I N shown on pions 0 1 O\vt A 4" 780 780 Street approach some ° 'R PR P. 64.00'-1 "0 a. surfacing as main Ire I e - '� `AIN roadway k mA..A' -� RC CL III ® 6 25% 0 A Q,tiT H O jr SEWER SERVICE C©NNEC I ION STANDARD GRANULAR - Expansion Joint '6 40 a I, in •. y 4 4 775 PIPE 775 PER SPECIFICATICHS 9E=01NG THRCUGHCUT f (V A A • I I �. , . • .. ' ' ' I TIMOTHY PAINTER 9 • p A • • • A _l._ z z z z 1 Main line roadwo ` A� A. A A' •. The honor of 1ne curb ana o U No. 18260 ' a • _ _ _ _ J - -- y_----- -- i d1 M - ------ gutter may be constructed c • Parents to the slope of sub Note- Width "8" 2'-O"or as � � p°r° rFt shown on typical section Y1 0 �e surfocs courses provided a c� CLEAN OUT HALF PLAN v u y motntatned 770 770 CS G YP Q T i•-Oe minimum depth of 7" is (n V) Ttas am rno be concrete ONAL O at the option of the contractor Z Z Z Z This curb is to it used when W W W W >- x PROPOSEC SERVICE /ter lbte design shigh is40MPHoM H SURVEY: C. I.: E LATERAL T E R A'L G Of on node highways d u urban ass or N1rof 30� loss (along to" of curb) shell - GREENWAY H- Gutter line developed I I I I N A g Crib Curb" Of t areas. gutter ter for as radian cambinofion curb 9 Main line Rooatltor --- fief In cn U) cn ENGINEERING v� w o w w o w O t1� RlIGIC` FERNCO COUPLING I When used,nconlunchonwith Standard CG-3 This item may begrec'astorcost inPlace O O DRAWN: JOB NO.: or CG- 7, the curb face on this SICMard ,s to be 00 0 00 0 EXISTING SERVICE LATERAL Concrete to be pass A3 If cast in place, tY r\ QY rr r` Of N NA 9711015 •}'e"— Odlusted to match the mountobie curb configuration. 4000 Al if precast. CL W � W d. tT SECTION A -A � r\ � � 0 0 o z o 0 o z SCALE: DATE: sPEclFxAnoN -- -- - -- cI Ic N tt o Z + Z oo z + Z A S SHOWN 12 - O 1- 9 7 REFERENCE STANDARD CONNECTION FOR STREET INTERSECTIONS REFERENCE COMBINATION 6 CURB 8t GUTTER - - - - Delail Standard Detail Revised 502 C510+00 11+00 10+00 11+00 SHEET: Delad No ___—_-- Standard Sanitary Lateral Connection Date' _ VIRGiNIA DEPARTMENT 2 V!RGINIA DEPARTMENT Approval TRANSPORTATION 203 08 TRANSPORTATION 20t03 3/3 0 a VALLEY BIOMEDICAL PRODUCTS 6 SERVICES PROPOSED OFPICE AND PROCESSING FACILITY PROJECT: VALLEY BIOMEDICAL PRODUCTS & SERVICES PROPOSED OFFICE AND PROCESSING FACILITY SHADY ELM ROAD WINCHESTER, VIRGINIA 22602 OWNER DAWSON INVESTMENTS 110-A INDUSTRIAL DRIVE WINCHESTER, VIRGINIA 22602 (540) 869-1150 APPLICANT/ DAWSON INVESTMENTS DEVELOPER: 110-A INDUSTRIAL DRIVE WINCHESTER, VIRGINIA 22602 (540) 869-1150 Contact: MR. BRUCE DAWSON ENGINEER/ PAINTER - LEWIS, P.L.C. LANDSCAPE 302 SOUTH BRADDOCK STREET, SUITE 200 ARCHITECT: WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 63-6-2 SITE AREA: 3.204 Acres ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT M-1 LIGHT INDUSTRIAL DISTRICT PROPOSED USE: OFFICE & PROCESSING FACILITY CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (BUILDINGS & DRIVE AREAS < 2,4030 Ac.) FLOOR AREA/LOT AREA RATIO: (F.A.R.) e/= 1.0 SETBACKS: CORNER LOT: .FRONT: 75 'Ft. (COLLECTOR OR MINOR STREETS) REAR: 25 Ft. SIDE: 25 Pt, BUILDING HEIGHT: 60 Ft. R.A.R.: 1.0 PARKING: OFFICE AREA: 1 SPACE PER 250 Sq. Fit. MANUFACTURING: 3 SPACES PER 4 EMPLOYEES PARKING REQUIRED: OFFICE: 2400 Sq. Ft./250 - 9.6 -, 10 SPACES MANUFACTURING: 20 EMPIOYEES X 3/4 = 15.0 -> 15 SPACES TOTAL SPACES REQUIRED: -> 25 SPACES LOADING SPACES REQUIRED: 1 SPACE PER 40,000 SQ. FT. LOADING SPACES PROVIDED: (11,250+2400)/40,000 = 0.34 1. SPACE LANDSCAPING AND SCREENING: M-1 DISTRICTS: NO BUFFERS REQUIRED LANDSCAPING FOR PARKING LOT REQUIREMENTS PROPOSED DEVELOPMENT: OFFICE & MANUFACTURING FACILITY - BUILDING AREAS: 2,400 Sq. Ft. OFFICE AREA 3.1,250 Sq. Ft. MANUFACTURING AREA - 1 STORY, MGT.: 60'-011 Max. FRONTAGE: CORNER LOT 769.33 Ft. PARKING: 26 SPACES (2 HD:CP ACCESSIBLE SPACES) LOADING SPACES: 1 SPACE LOT COVERAGE: BUILDINGS/STRUCTURES: 13,650 Sq. Ft. (0.3134 Acres) PARKING/DRIVES: 25,034 Sq. Ft. (0.5747 Acres) WALKS: 890 Sq. Ft. (0.0204 Acres) TOTAL AREA: 39,5A4 Sq. Ft. (0.90385 Acres) F.A.R.: (11,250 + 2400)/(3.204 :'t 431,560) = 0.0978 OPEN SPACE: 99,992.24 Sq. Ft. (71.6%) (2.2955 Acres) -Open Space is considered to be all lawn and slope areas within the property boundaries. ANDS PI I L CA iG: PARKING AREAS: 1 Tree Pei' 40' Perimeter (354' Perimeter/40' = 8-8-6 Trees -> 9 Trees r 3 Hedge Along R-•0-W &Adjacent Properties (12:6' Perimeter Hedge) 5% Interior. Landscaping Islands Proposed Parking Area: 8,001 .Sq. Ft. 0 1 5% = 4b. . Ft. (e o o s x ) 1 Tree Per 10 Parking Spaces (26 8paces/10 - - 2.6 TY'ees - -> 3 Trees) PROV D' .PERIMETER: D MAPLES I ED• 9 RED 18 JAPANESE HOLLY PLANTS (Periirteter Hedge) INTERIOR ISLANDS: 750 Sq. Ft. INTERIOR TREES: 4 ZELKOVA S:ERRATA ZONING NOTES: 1. NO EXTERIOR LIGHTING FACILITIES ARE PROPOSED FOR THIS ADDITION, AT THIS TIME. ALL LIGHTING SHALL BE ATTACHED TO THE BUILDING. 2. ATHIS SITE, EASEMENTS, WHICH ARE APPLICABLE TO , HAVE BEEN INDICATED ON THE PLAN. 3. NO AREAS OF THIS SITE SHALL, BE USED AS OUTDOOR STORAGE AREAS. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALT. 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 THE RESPONSIBILITY O THE CONTRACTOR O NOTIFY MISS S L BE B1L F G T UTILITY" AT 1-800-25777777 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 THECONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES X PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLA14S AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, ANT) THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL 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 TOPOGRAPHIC SURVEY V ' WAS PERFORMED BY GREENWAY ENGINEERING. AN PROVIDED BY THE OWNER THAT AE N ADDITIONAL FIELD SURVEY TO VERIFY THE EXISTING ROADWAY CONDITIONS AND TOPOGRAPHY WAS PERFORMED BY MARSH & LEGGE LAND SURVEYORS, P.L.C. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (2') FOOT 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 SMALL 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 SHALI. 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 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 AND THE INDUSTRIAL DRIVE R-O-W. VALLEY BIOMEDICAL FitSV(LISM:FgmMii\IIJLwjiE*.,;S,I OFFICE &PROCESSING FACILITY SHADY ELM ROAD BACK CREEK MAGISTERIAL DISTRICT COUNTY OOF FREDERICK. VIRGINIA INDEX TO COUNTY LOCATION 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 SROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SMALL BE IN"sPECTED DAILY AND AFTER EACH SIaNTFICANT'RAINFALL BY THE SITE SUPERINTENDENT OR 141S REPRESENTATIVE. ANY DAPIAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY T14'B END OF WORK THAT DAY. 5. UPON COMPLETION OF CON'STRU.CTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. METER STABILIZATION, THE TEMPORARY EROS ION N 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 SHALT, CONFORM TO THE FOLLOWING SPECIFICATION: SEEDBED PREPARATION': A. SCARIFY THE TOP 1"-2" OF TOPSOIL AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. S. ADD 3 TONS' PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb 0 /1 0 0 sf ) SE D TYPE RATE: MIN. PURITY(,%) MIN. GERM.(4) ) KENTUCKY BLUEGRASS 45 lb/Ac. 97% 851% RHODE ISLAND BENT 10 lb/AG. 95% 65% K-31 TALL FESCUE 27 lb/Ac. 95k 65%, ANNUAL RYEGRASS 9 1b/Ac. 98-W 85% MULCH: �,5 TansfA-G. SMALL GRAIN STRAW PERTILIZER: 1000 lb/'AC".. 16-10-10 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 DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE. . ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - SITE SITE AS DIRECTED BY THE 'PROPERTY OWNER OR HIS REPRESENTATIVE. 3. ALL BORROW FILL MATERIAL, IF NECESSARY SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED 6E0TECHNICAIENGINEER. ALL FILL n MATERIAL SHALLBE PLACED IN L'1"Err O O ) Sit � COMPACTED F S F 8 (2 LESS ANT) ALL BE r TO 9.3`k OF AST.M D•-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. NO BLASTING SMALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF G TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED PRIOR TO APPLICATION OF PERMANENT VEGETA`.1'IVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. ALL PROPOSED SERVICES SHALL BE COORDINATED WITH THE F.C.S.A. AN APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALL APPLICABLE FEES PAID AT THE TIME OF APPLICATION. 4. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER MAIN WITH A SADDLE CONNECTION AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 5. THE 1/1 DIA. COPPER WATER SERVICE SHALL BE INSTALLED AS SHOWN. 6. THE F.C.S.A . A MAINTENANCE DEPARTMENT IS RESPONSIBLE LP FOR THE INSTALLATION OF ALL WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE THAT; 1) THE FRAME AND COVER SHALL BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER SHALL BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 18"-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORMING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSE14BLY INSTALLED CORRECTLY. 7. THE PROPOSED FIRE HYDRANT EXTENSION ALONG THE LOWER ENTRANCE SHALL BE INSTALLED AS INDICATED ON THE PLAN. ALL MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 8. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEM, AS DETAILED ON THE PLANS. NO ON -SITE STORM WATER MANAGEMENT FACILITY HAS BEEN PROPOSED FOR THIS SITE. A REGIONAL FACILITY HAS BEEN CONSTRUCTED ON THE ADJACENT PROPERTIES TO CONTROL THE INCREASE IN THE AMOUNT OF RUNOFF FROM THE PROPOSED IMPERVIOUS AREA. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE, FLOW THROUGH THE STRUCTURE. VICINITY MAP 1 " = 2000' S52'00'18+E��e� t 3 95 5ft 2 I ETBACK - PARKING 5_- & 25, I I e i I I . � I 1 ww I I I I -P1 I I I I I ' 1� N x I I m a I PROPOSED MANUFACTURING FACILITY a m I d 0 E STORY. ON HOMT.: 80' I - AREA: S290 11. Sq. Ft. . I i F .F m 795.00 I WI old Nla >I� I n� I I I • N _, I I of I Cr� I P- d 1 7") QI I I I I I I I I I I I I I R Q'$(�ft I �. N50'5815"W I INDUSTRIAL DRIVE RTE. 880 1 PAINTER-LEWIS, P.L.C. 02 SOUTH BfnDDOGK STREET, SUITE.: 200 WNCl-IE STER vlRGINIn 22601 (540) 662-5792 - -a 3. ALL SURFACE WATER SHALT,, BE' COUVEYED TO THE OPP-SITE STORM WATER MANAGEMENT FACILITY BY THE PROPOSED CONVVYANCE CHANNELS, CURBS, CULVERTS AND STORM SEWER PIPES, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. PAVING AND CONCRETE: 1. PROPOSED ]ENTRANCE, TURNING LANES, AND ON -SITE, DRIVE AND PARKING AREASESHALL RECEIVE THE MINIMUM PAVEMENT $EC7IONS, AS DETAILED ON THE r PLANS. ALL POINTS OF CONNECTION WITH THE EX1'STING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION B'rVIE20 PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFIt:ATION A-3 CONCRETE. THE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL. CONFORM TO V.D.O.T. STANDARD CG-6 AND,CG-6R. ALL, WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. MISCELLANEOUS: i. FIRk IAt ES SHALL BE DELINEATED, EATER , AS DIRECTED CTED BY THE COUNTY OF FREDERIC7(, VIRGINIA FIRE MARSHAL. AIi HALL BE N PLAC D 5 2. ALL EX3'STTNG (TIRE LANEa SHALL R1E�4Ax.N 1 E ACCESSIBLE TO EMERGENCY VEHSCI:ES AT ALL T11413S DURINGTHE CONSTRUCTION PROCESS . 3. BUILDING NQTES: Y: FAGIL T I%I�iNIJ�'ACT'LiRiNG I CONSTRUCTION TYPE: 2B, UNPROTECTED USE GROUP: F-1 TRIP GENERATION: VALLEY BIO-MEDICAL PRODUCTS OFFICE & PROCESSING FACILITY GENERAL OFFICE BUILDING: PHASE I DEVELOPMENT OFFICE: 1000 SQ. FT. GROSS FLOOR AREA: (WEEKDAY) Ln(T) = (0.756(Ln(X)) + 3.765) X = 2400/1000 T = TRIPS/DAY = 2.4 AREA OR = 1060 S . FT. GROSS FL X Q O , GENERAL LIGHT TNDUSTRIAL: PHASE I DEVELOPMENT N S:(WEEKDAY) I DUSTRTALs EMPLOYEE +_ S T 2.951(X) 30.572 X 25 EMPLOYEE T = TRIPS/DAY X = EMPLOYEES TOTAL: Ln(T) = (0.756(Ln(2.4)) + 3.765 -> 84 TRIPS T = 2.951(2530.572 1 4- -> 04 TRIPS TOTAL -> 188-+RIPS/DAY (WEEKDAY) ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BP BREAK POINT CG-2 CURB CG-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH C.O. CLEAN OUT 0 DIAMETER EOP EDGE OF PAVEMENT F.F. FIRST FLOOR F.C. FIRE CONNECTION FG FACE OF GUTTER Go. GAUGE GV GATE VALVE HDCP HANDICAP HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PVMT. PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R-O- W R!IGHT-OF-WAY R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED & PROTECTED T.B. THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC WL WATER LINE WM WATER METER 5'R RADIUS IN FEET Virginia Department of Transportation Staunton District Rev 7/95 page 1 of 1 GENERAL NOTRS FOR CE PLANS VVD,OT' GeneraA Note,0 V1. All work on this project shall conform to the latest editions of the Virginia D'epartiMnt of Transpott:ati.on (VbOT;) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, Specifications or plans., the Most str:Lngent shall govern. `Z2 . All construction s#hall comply with the latest U.S. Department o€ LaborOccupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right of way, all traffic control, whether permanent or e o a r t rr 'halb i. t . S �. n P Y r � aCCO.T'd111Ce Wi.t)•1. the current edition Of VDOT $ w©r')4 area protection manual. Furthermore, all traffic control flaggers m st be Certified rtifiedin accordance with VDOT's January, 1994 (or latest edition of)' Pond Bridge Specifications, Section 104.04-C. V4 .Design f features r s rela.tingl, to construction or to regulation, control an4 safety off traffic may be subject to change as deemed necessary by VD.0T. Prior . V initiation i 5 P Or to 1. It anon of wi7rk. Contractor shall be responsible for acquiring all necessary VDOT-land use permits for any work on VDOT right of way. V6. If required by the local VPOT Residency Office, a preconstruction Conference must be arranged and held by the engineer and/or developer with the atten'd4ade f the contractor,varf u o ovarious Cunt a enc'es utility 1 r Y Y companies and VDOT prior to initiation of work. V7. Contractor shall notify the localVD OT Resident Y ffi w w r O c e o k is to begin or Cease forany e h n as f a 9 Y undetermined length of time. VD7T will als o require e+ 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordanc e with the Virginia Erosion & Sediment Control.Handbook.,Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. VALLEY BIOMEDICAL PRODUCTS & SERVICES OFFICE & PROCESSING FACILITY s. LFI A 'SITE PLAN LIST OF DRAWINGS I" R E_D SHT. 1 3: CO ,' SHEET / SHT. 2/3: CO'NCEPTUAL LAYOUT PLAN SHT. 3/3: MISCELLANEOUS DETAILS APPROVED BY THE Ii, i'OI lN(1 rlD,Ilf 11,'11 14/11 OI, (;Ol)I.1FI;EL)IGIMA SITE PLAN SHALL BE VALID FOR A PERIOD OF (5) FIVE YEARS FROM DATE OF APPROVAL. SHEET: 1/3 ■ FILE NO.: 9711015 aI `I4INCHESTER-FRE- R COUNTY /NDUSIR/AL 2 OEIfL OPMENT CGPPGPATIGYV P/N.- 6.3-A-609 0. B. 749 Pg. 649 o � I, I � ZlaNEO. M-1 USE. OACANT O cp C I I I Qzi RIM= 79t23 Ex. F.H. ---j EX. 330.04' SAN. SEINER O 2.95E �29� _ T �c EX. SAN. SEWER 158.00' � � RIM=772.58 IINV. IN=790.47 _ - = �c _ _ _ RIM 78 .32 INV. IN=765.00 INV. O f 790.37 - Saddle 4"0 Inv. In=785.70 +/- INV. INF7$0.621 - INV OUT=764.82 - Connection (Top of Pipe) > INV. OUT=780.5-- I I I 3 9.,5' BUILDING SETBACK vWi I Z It I I cn C.0 I Z Y >9 \ W 11Cn p 1 \ W - w - - _ II �wV h �o '� c, �96 v cn OAN50N /NI�ESTMENTS \ co / 1 Z m cc o o® PROP05EO l/,SE COMMERCIAL /NOUSTR/AL CURRENT USE: YACANT U CD I C.O.N n v R�MfI0 " I INV. IIN:789021.4 138.78' 99 TO PS MU O �o 98 I �00 X 30.31' g3 92 g_' x p 90 ,OA � x CUT CD _ R 94. a 3 C&G 5' I - J Transition 94 w P 94 2C'0 .7 4"0 Inv. Out=789.00 9481.00' DAWSON lNkFSTMENTS -, � _'f 1c0.00' 25.00' X SF PIN.- 6,3-6-J I•� I ` " 20' 22' --j 20 0 4.4 94. ZaNEO" M-1 I I I LIGHT Z N I P VEMENT �► .� 16' 30.00' I� USE VA CANT' Li t� I m II 1 XO o ,Lr)►h� �l�hti I� II a !" o o X 1075. 40ft a- w 7 7�, o r o PROPOSED MANUFACTURING FACILITY 0 ^� o 7 4 95 L � o ONE STORY, HGHT.: 60' 94. 11 w Q 4. cn II o 9 0 V) o N AREA: 11,250 Sq. Ft. ^� I d- 100 o p F.F. = 795.00 O ` Z b I 3 14 p rn' ro a ^ w RDRIVE ti o v 3 + a MPED I� Cr 2� O c' r I �O g 3 ao XCv O `�, F= h° I �1 � D 4.4 0° �'v 1 106.00' 94.0 h 91.0 t. ; 92 ^ m JI 4 5 v `�g4. w 18' 16 ao J rn 4.2 m r� rop. 1"0 Corp. � 44.78' R LLJ 94. o TO PS MU 91 X I Q W I'top 5'R fl Prop. Water ;n 4LIGHT 12.5'R 00 Q N v 4.3 2' NOC 91.6 6 rn I Prop. 1 "0 Meter, I Service N PAVEMENT - - - Meter Box do Lid (Copp�er,IType "K") C L6R DITCH 4.5'R LOADING 10' Prop. Dumpster I (lat) SPACE 90.2 X & Wd. Fence I 3 °j O Pro le. 90.1 Enclosyre. 5 R H 0� o GRAVEL DRIVE 9� Leaf Gate g0. �0 95. PAVEMENT I M M � / 1 so `n F Q 75' UILDIJG SETBAC 9 .0 $ o I o I-- 30.96' 89---------- to �� x II ° GRAVEL DRIVE I 12. 00, 3 ^ 40' R I I 40 R g8 c0 I I co ADJUST F.H. AS NEEDED 81.00' TO FINI!I GRADE I I I o oo� 000 ° 6 s00000°a I 43.00, °° TO PS MU 95. 78' ° ° '� `� X � �. " 87. 4D ti R25. ft 15' DRAINAGE CE 15' DRAINAGE r L421 ft EASEMENT R O -__- 2 ' PARKING SETBA 1n HEAVY 4>° CD EASEMENT 4 ('19 3 4i "� 166 A C&G die ME 50'R RJO.00ft 5 IP oTransitionN 2' NDC C IP N �' D SF 0 9 nv. Out=788.50 ti lnx =7 1 _ PROPOSED PAVED - 40.00' `�� LdC7t7ft - .. TURNING LAN15.6 E 4.4 4 8 87.1 r (SEE DETAIL SHT. 3) 7 6 5 - - CD CD CD 167.28 SF OF \ ` 5 rO STD. CG-1 1 00 269 f8N - - - IR.O.W. DEDICATION nv, n-PAVENTRANCE b 0' - - Ex. FH ° ° ° ° �� o ^$. ti �- p- �►-- o y-lr�-dl� h, T=--408072ft P �t5 0 9 o ^ Pro 64 - 5 0._ 6 50.0 STD. CG-�I_ � e°q6j'° I O 5.�t7% `� CUT P SED PAVED "7 RCP, CI. III O 6.25%- I 3 , -EN ANCE 0ouo°°o°o°o°oo° `^ry. TU N�G LAi� o� WV - - W - - - - - T W - W - - - - - W - - - = - - W - - yy S DETAIL SHT_3) _ h - (n9.80) o- - - iv- ^ w --w- - w-- -- - ---w-w ---------w---- - -w --�--- w------w------w --'-----w--- 74.17' 12" W/M (APPROX. OCATION) 44.00' ` NDUSTRIAL DRIVE RTE. 880 SIGHT DISTANCE=315' SIGHT DIST NCE=4 isp� IR-O-W) �~ _ 25 MPH SASE OPERATING SPEED I --•-- -"' TO INTX. OF RTE. 651 TO INTX. F RTE. -' _ -~-._- ' ---�'--� ---- ~- _-t 793.08 EX. SAN. SEWER EX. SAN. SEWER SIGHT DISTANCE=160' SIGHT DISTANCE=595' _ i na.67 - r ea 3 RIM=785.67 �- RIM=770.42 = I 41 TO INTX. OF RTE. 651 TO INTX. OF RTE. 881 ��=.- INV. OUT=77&P--� INV. IN=762.68 INV. OUT=762.56 I ! O Prop. ES-1, End Section © Prop. ES-1, End Section © Prop. ES- yAnd Section O Prop. ES-1, End Section / Inv. In = 792.00 Inv. Out = 788.50 Inv. In = 764.00 Inv. Out = 780.00 I � � �--- Ex. Entrance OA#56N /NkE57YENT5 PIN- 75-A-1A D.B. 776, Pg. 1699 ZGINEO.• 0-1 USE- C01IMMERC/AL & 1NOUSTR/AL " (79a4o) EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION o0°0°00°00°00°00°00000000000 10?:200?0?0?::0.0000 ENTRANCECE 3.05 SILT FENCE SF 3.07 STORM DRAIN IP INLET PROTECTION 3.18 OUTLET PROTECTION 8- 3.20 ROCK CHECK DAM CD --- --� 3.30 TOPSOILING TO TO 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING E MU 265.21ft OA#501V /NkE57VENTS P/k 63-6-4 ZONEO. M- I USE. VACANT CD 266.16R RIM=761.64 INV. IN=753.r INV. OUT=75 ..33 T PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE RE 9 RED MAPLE ACER RUBRUM 2 -2.5 CALIPER 18 JAPANESE HOLLY ILEX CRENATA GREEN LUSTER 3 GALLON ONTAINE 36 TALL, 4' O.C. 2 -2.5 4 ZELKOVA ZELKOVA SERRATA * NOTE: 36" TALL AT TIME OF PLANTING 30 0 30 90 Scale 1" = 30 ft 760 Q 0 0 Z Z H 17Y N �_J CL V Y Z Cc LXLLj V U V) t/') LAJ Lq O LL. Oa..4cYLL. m 'Ad = W C W Z V V LA_ LLJ V n d 1 O � U TIMOW . PANTER No. 18260 �o w� ��SSIONAL SURVEY: C.I.: GREENWAY 2' ENGINEERING DRAWN: JOB NO.: TGP 9711015 SCALE: DATE: 1 "=30.0' 12-01-97 SHEET: 2 /3 SIDEWALK DETAIL N. T. S. EXP. JNT. MATERIAL 6 (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-0" F—;fE �aE--•1(--- It- O p0 C)O O n� �O IW1__l CG-6 (Typ.) �� i 4" CRUSHED STONE 4" TYPE "A" CONC. (3000 PSI) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) DUMPSTER PAD DETAIL N.T.S. 1 O' W x 1 O' D (OR AS SHOWN ON PLANS) Slope: As Per Plan C'0OC "00 6" STONE BEDDING 6" TYPE "AIC (3000 PSI) __7 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) PAVEMENT DETAILS N.T.S. 2" SM-2A 61T. CONC. HEAVY LIGHT SURFACE COURSE 2" SM-2AL BIT. CONCRETE 3" BM-2 BIT. CONC. SURFACE COURSE BASE COURSE 8" 21- B 6 21- B —y STONE BASE L �w-: STONE BASE COMPACTED SUBGRADE II III --,I( COMPACTED SUBGRADE GRAVEL NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE 8" 21-B ENTRANCE AREAS AND THE MAIN DRIVE TO THE PARKING AREAS. STONE BASE y THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING AREA. THE GRAVEL PAVEMENT SECTION SHALL BE INSTALLED IN ALL DRIVE AND DOCK AREAS, AS INDICATED ON THE PLANS. COMPACTED SUBGRADE City of Winchester Standard Utility Detail Department of Public Utilities �Ty;I 1- Mewr Setting consist ol� I inch meter supplied by the City of Winchester yoke Inlet Volvo - Ford model IIA91 344W w! C84-44 Male Adapter • Yoke Oudel Velvs . Ford model HHCA91-444TD wt Ce4-44 Male Adapter Yoke Bar* Ford 1504 ' Corporation Stop - Ford I' model III • Meter Box Cover X32 with standard pentllgon -1 • Cover extension Ring - No.I I' Motor Box - 24- X 30' high density polyethylene Standard d Detail Detail No. i Iran Cop i Co}oer sler 11101ry 'Copper voter lubinp r copP•r p,w o 1141 CM par atlas Loch ar••Mb1y 'Top of meter shell be 24' below top of meter freme and hd. PCP eM.tIsTI Cewe•ala Mse1•gy Revised: _ Typical 1 Inch Water Service Date: Approval --- - City of Winchester Standard Utility Detail Department of Public Utilities -- SANITARY SEWER MAIN Detail No ri„Dw PRSVANUFAC'URED 90' UNl_Sc _'T�ERWISE 7E= OR W`•c i SHOWN ON le� t 41N. ` G �J SE'Ai£7 SE.RYJ Z CCNNETION S ANDARD GRANULAR PER SPECIFICATICNS I 9E.DING THRCUGHCLIT ;AN OU7 OPOSED SERVICE LATERAL 110 FERNCO COUPLING ISTING SERVICE LATERAL Standard Sanitary Lateral Connection (Date! I Approval: HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUt HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN HANDICAP SIGN DETAIL N. T. S. NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. s 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. STANDARD PIPE BEDDING DETAIL N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL STONE AGGREGATE ROCA' DAU 2 ACRES OR LESS OF DRAINAGE; AREA: >k� l FI1.1FR ('LOTH , ,PTiONAl IDOWNSTII VIEW) , 1 DUl' NI 1'ARSF. AG(RFt;Alh + !�! •1l ';I' � (�I I)kAIN�A(;I' AREA 6 T �Or , t nf'T111hA1,i I { (DOWNSTREAM VIEW) VUOT EI COARSE AGGREGATE _ - --- ---T- I rl.ow I CLiSS I RIPRAP --- — - - - CI! _ - - Radial combination curb and gutter - 24" `j 6" I 6" 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESE} VED PARKING VAN ACCESSIBLE CONCRETE DITCH DETAIL N T. S. NEENAH R-4991-HX SOLID TOP " PERMA-GRIP SURFACE (OPTIONAL) METAL FRAME & ANCHORS 6" CONCRETE TRENCh METAL PLATES SHALL BE BOLTED TO CONCRETE BASE. PIPF, OUTLET (`ONDITIONS A A do ✓ _. - __-�=- PIPF, OUTLET TO F'fA"f AREA WITH NO DF.FII II - -`-- CiIANNEI. P►.AN VIEW d r f SECTION A A FILTER CLOTH KFY 1N fi 9' RECOM1,11fIDED FOR ENTIRIt PERIMETER A _T A ado (MIN } PIPE' ouTLFT TO W111, UF.FiNED CftANNBh PLAN VIEW it 1 0 . dq SECTION A A f- FILTER r brill KIII IN f u RECOMMENDED FOR F:NT!RT. PERIMF-Hilt NOTES I APRON USING MAY BE RIPRAP. GROUTED RIPRAP. GARION BASKET OR CONCRETE 2 1. IS THE IF,NCTII Of' THE RIPRAP APRON AS CALCULATED USING PLATES 3 18 3 AND 318 4 - 44, 3 d - 1.5 TIMES Tilt MAXIMUM STONE UTAMF7ER, RUT NOT I..P.SS THAN 6 INCIfF.S CONSTRUCTION OF A SILT FENCE' (WITIIOUT WIRE SUPPORT) .)'7'ONF CON.S7RIICTION F.NTRAN('F I SET THE: STAKES 2 EXCAVATE: A 4"X 4' TRENCH UPSLOPF. AI,ONG THE LiNE OF STAKES � ]a' N1H Ex1StU1G PAVEMENT 6'MAX, A i Sa ^sue 'it TER Ct a1M _ e' MM A \'OPTIONAL,)TA 111 SIDE ELEVATION I f. ,,STING 6R111)1D stow to wIt I V4SfMACK le' Hpl .- 1 STAPLE FILTEV MATERIAL. 4 HACKFiLI. AND CD►IPACT j TO STAKES AND EXTEND THE EXCAVATED SOLI Tl IT INTO THE TRENCH I ?' N ' I �•---- EXIj� rtNu I PAW.,P111I I , V1101 If Ppill[Vk DRAINAM 10, "In t CCAIRI Aa..PEGA if I 10 SEUiWNT �i. u 1 �,,. 1I .v , •a. pia• •- •�• 1• p la -I 1`, Iwo: � 'r Radius to be as 9 m 1 1� $ I shown on plans N I I f v I Street approach some surfacing as man line ~ roadway -Expansion Joint � e I 1__ --.._ Main line roadway — A-. _ - - — - -- `--- _____ to p Note Width "8" 2'-O" or (is_— shown on typical section HALF PLAN U u Gutter tins Face of tier line Main line Reodway Curb cwb of Side Street When used In contunchon with Standard CG- 3 or CG-7, the curb face on this Standard is to be adjusted to match the- mountable curb configuration SECTION A -A SPECIFiCATiON STANDARD C REFEREONNECTION FOR STREET INTERSECTIONS NCE 5a2 VIRGINIA DEPARTMENT TRANSPOdRTATION 203.08 4• •R 4 s .4 A . , , A , in A. A A A. A A. A 1 .4 A. A ,• ° .A' 1 A • A. .AI . " A °! `__ _ _ ` _ Ttie bottom of the curb and -- pater may be constructed 1 paveel to the slope of sub- 6. II.�. surface courses provided a minimum depth of 7" Is Ti maintained s aree may be concrete at the option of the contractor Tfils cwb rs to De wed when design speed is 40 MPH or ins on Rural highways ontl 45 MPH or less in developed urban 8 suburban areas. Nft11e: Clrrlb. Cuet a wrier havI a rodius of 300'or less (along two of curb) shell be paid for as radial combination curb 8 gutter. This item may be precast or cast ai place fyISMIe to be Goss A3 if cast in place, sow PSI If precast. REFERERM COMBINATION BM CURB 8l GUTTER 105 VIRGINIA DEPARTMENT 502 Of TRANSPORTATION 201.( 3 FENCE DETAIL N.T.S. -� 2x6 TOP RAIL ( 1 I 1 1 1 1x6 BOARD, 1 FRONT & BACK 1 TOE NAIL EA. 1 "x6" 1 W/ 2-8d NAILS 1 1 1 1 (EA. RAIL) 1 1 1 1 1 1 1 - rn 1 1 1 8'-4x4 POST ® 8' O.C. 1 1 1 2x6 BOTTOM. RAIL `D 1 ATTACH RAILS TO POST '. GRADE W/ 3-10d NAILS (EA. RAIL) A , I I `I I (l t l. I- I i 1 — 12" DIA. POST HOLE, ' FILL W/GONG. �^ � U NOTES: ALL LUMBER SHALL BE S.Y.P. III PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. GATES SHALL BE CONSTRUCTED OF SIMILAR MATERIAL. 0 w Q TURNING LANE TYPICAL V) SECTION AT ENTRANCE X o N.T S w i EX. LANE (12'+/-) 2" SM-2 3" BM- 8' 21- COMPACTED SUBGRADE EX. ROADWAY TURN LANE & 4' SHOULDER SECTION N,T,S. VARIABLE 4' SHOULDER 3 /4 1' 1 I. i 2" SM-2A 3" BM-2 8" 21-B COMPACTED SUBGRADE 12" 3'-7 } 3 STORM SEWER PROFILES SCALES, (H) 1' =50,0' (V) 1' = 5,0' D C A 800 WESTERLY f 800 NTRAN EASTERLY ENTRANCE EXISTING GRADE PROPOSED GRADE 795 EXISTING GRADE 795 PROP. 790 PROPOSED CRADE OUTFALL DITCH 790 PROP. 785 1 DITCH OP. 64. 0'-15"o 785 FICP CL III 0 5.47% PIPE 780 1 780 '—PROP. 64.00'-1 "0 RC CL III ® 6 250 775 PIPE 775 O O O O U U U U 770 `� `� `� 0770 Z W Z W Z Li 2 Z LLJ 12 I (n W O I Ln W I (n W O I to W O O u7 O � � I I ( a °r\° X l l a N � 0 0 0 0 O II Z p o 0 p o II Z + z _ + z _ + z _ + z _ 10+00 11+00 10+00 11+00 Z O CL U cn W 0 Q C) r� b ,w � a A� CL � 0 W U N W C Z Q Ua V) �z N 0_ = U o> oa Q Q w Z U W Q N ,~,^^ V VVW W WC) > LA- 0 LA- mJdNW VZ �U _j Li UO w C) � U O 0 d O O N t — N t) �° rnrn � N - N In In I I O N N (.0 (0 0 (0 (0 Cn tz _4•at 00 O 0 > Ln LLn s` c) � N m 0 L � L C N X 0 ._ (f) L° N Q O a ^V TIMOTHY . PAINTER No. 18260 ci s&IONAL E� SURVEY: C.I.: GREENWAY NA ENGINEERING DRAWN: JOB NO.: NA 9711015 SCALE: DATE: AS SHOWN 12-01-97 SHEET: 3 /3