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HomeMy WebLinkAbout48-00 Service Station Repair, Inc. - Back Creek - Backfile (2)SERVICE STATION REPAIR, INC. PROPOSED OFFICE i WAREHOUSE COMPLEX KERNSTOWN BUSINESS PARK, LOT 11 BACK CREEK MAGISTERIIAL DISTRICT FREDERICK COUNTY„ VIRGINIA PROJECT: SERVICE: STATION REPAIR, INC.. OFFICE. & WAREHOUSE COMPLEX KERNSTOWN BUSINESS PARK, LOIr 11 COUNTY OF FREDERICK, VIRGINIIA OWNER/ SERVICE STATION REPAIR, INC.. DEVELOPER: P. O. BOX 3887 370 WELLTOWN PIKE WINCHESTER, VIRGINIA 22604 (540) 678-8560 Contact: MR. C. R. NEWLIN SURVEYOR: PAINTER-LEWIS, P.L.C.-SURVEY! DIVISION 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: MR. ELLIOTT RITCHIE APPLICANT/ PAINTER - LEWIS, F.L.C. ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 75-((A))-2H SITE AREA: 2.28115 Acres ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-3, INDUSTRIAL TRANSITION DISTRICT PROPOSED USE: OFFICE & WAREHOUSE COMPLEX CURRENT USE: VACANT ZONING REQUIREMENTS: PROPOSED USE: OFFICE 6 WAREHOUSE COMPLEX SETBACKS: YARD: REQUIRED: PROVIDED: FRONT: 35 Ft. 42.42 Ft. SIDE: 15 Ft. 15.00 Ft. REAR: 15 Ft. 50.00 Ft. BUILDING HEIGHT: PRINCIPAL: 35 Ft. DENSITY: OPEN SPACE,: 251 MIINIMUM - 0.5703 Ac.) PARKING REQUIREMENT: OFFICE: 1 SPACE PER 250 Sq.. Ft. of Floor Area or WAREHOUSES I SPACE PER EMPI,OYIEE PARKING REQUIRED: PHASE 1: (UNIT 1 ) OFFICE AREA: 2,500 Sq. Ft./250 Sq. Ft.= 10.00 => 10 Spaces 1 HDCP ACCESSIBLE .SPACE or WAREHOUSE: 15 EMPLOYEES (TOtall)= 15 -• 15 Spaces 1 HOCP ACCESSIBLE SPACE EMPLOYEES: 15 Spaces Required (CONTROLS) 1 HDCP ACCESSIBLE SPACE PHASE I: (UNITS 2-5) OFFICE AREA: 5000/2 Sq. Ft./250 Sq. Ft.- 10.00 => 10 Spaces (112 AREA=OFFICE) 1 HDCP ACCESSIBLE SPACE PHASE I: TOTAL REQUIRED: 25 SPACES PHASE II: OFFICF, AREA: 3,000 Sq. Ft./250 Sq. Ft.- 12.00 -> 12 Spaces 1 HDCP ACCESSIBLE SPACE or WAREHOUSE: 10 EMPLOYEES (Total,)- 10 => 10 Spaces 1 HDCP ACCESSIBLE SPACE OFFICE AREA: 12 Spaces Required (CONTROLS) 1 HDCP ACCF.SSIBI,F. SPACE PHASE, II: 'DOTAL REQUIRED: 12 SPACES PHASES I & 11: TOTAL REQUIRED: 37 SPACES LANDSCAPING AND SCREENING: B-3 DISTRICTS: NO ZONING BUFFERS B-2 DISTRICTS: 25' .INACTIVE BUFFER & 25' .ACTIVE BUFFER WITH FULL SCREEN LANDSCAPING for PARKING AREAS: 1 Tree Per 40' Perimeter Perimeter Screen Along R-O-W & Adjacent. Properties (3' High Evergreen tfedge) 53 Interior Landscaping Islands 1 Tree Per 10 Parking Spaces PROPOSED DEVELOPMENT: PHASE I: OFFICE & WAREHOUSE COMPLEX BUILDING: 11,250 Sq. Ft. Five (5) Office Units Office Areas: 7,500 Sq. Ft. Warehouse Areas: 3,750 Sq. Ft. PHASE II: OFFICE & WAREHOUSE COMPLEX BUILDING: 6,000 Sq. Ft. - One (1) Office Unit office Area: 3,000 Sq. Ft. Warehouse. Areas: 3,000 Sq. Ft. PARKING: 42 SPACES PROVIDED (INCLUDES 4 VAN -ACCESSIBLE. HDCP SPACES) PARCEL DEVELOPMENT: 2.28111, 'acres REQUIRED OPEN SPACE (25%): 2.28111� Aerps x 0.25 = 0.5703 Acres PARCEL COVERAGE. OFFICE & WAREHOUSE. COMPLEX: (TOTAL) BUILDINGS: 17,250 Sq. Ft. PAVED AREAS: 33,511 Sq. Ft. WALKWAYS: 2,132 Sq. Ft. To,rAI. AREA: 53,893 Sq. Ft. (1.2372 Ac.) OPEN SPACE: 45,474 Sq. Ft (1.0439 Acres) (45.76%) -Open Space is considered to be all lawn and slope areas. F.A.R CALCULATION: BUILDING AREAS/LOT AREA '/= 1.0 17,250 Sq. Ft./2.28115(43,560) Sq. Ft. - 0.114 SERVICE STATION REPAIR, INC. KERNSTOWN BUSINESS PARK LOT 11 - SECTION 1 BACK CREEK MAGISTERIAL DISTRICT LANDSCAPING: PARKING AREAS: PHASE I: 1 Tree Per 40' Perimeter (134' Perimeter/40' - 3.35 Trees -> 3 Trees Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 5,S82. Sq. Ft. (5,882 x 51 = 249 Sq. Ft.) 1 Tree Per 10 Parking Spaces (19 Spaces/10 = 1.9 Trees -- 2 Trees) BUFFER: SCREEN F'OR THE B-2 ZONING DISTRICT (REAR PROPERTY LINE) PHASE II: - 25' INACTIVE AREA 1 Tree Per 40' Perimeter - 25' ACTIVE AREA (101' Perimeter/40' - 2.52 Trees -> 3 Trees - FULL LANDSCAPE. SCREEN Perimeter Screen Alonq R-O-W & Adjacent Properties Note: The wood fence has been deleted because (3' High Evergreen Hedge) of the elevation difference between the 5% Interior Landscaping Islands parcels. A six foot elevation difference Proposed Parking Area: 4060 Sq. Ft. exists between the parcels with the B-3 (4060 x 5% - 203 Sq. Ft.) lot being lower and therefore the natural 1 Tree Per 10 Parking Spaces buffer will be used. (13 Spaces/10 1.3 Trees -> 1 Tree) ZONING NOTES: 1. EXTERIOR LIGHTING SHALT, BE PROVIDED FROM BUILDING -MOUNTED LIGHTS, ONLY. NO POLE LIGHTS ARE PROPOSED FOR THE DEVELOPMENT OF THIS OFFICE PROVIDED: PHASE I: PERIMETER: 3 ea. LITTLELEAF LINDENS COMPLEX. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR 18 ea. FLEMER ANGLOJAP YEWS ILLUMINATION OFF -SITE. INTERIOR ISLANDS: 830 Sq. Ft. 2. ALI, EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. INTERIOR TREES: 4 ea. LITTLELEAF LINDENS 3. ONE OUTDOOR DUMPSTER HAS BEEN PLANNED FOR THIS SITE. PHASE II; 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY PERIMETER: 3 ea. LITTLELEAF LINDENS EXISTING ENVIRONMENTAL FEATURE. 10 ea. FLEMER ANGLOJAP YEWS INTERIOR 5. THERE ARE. NO OUTDOOR STORAGE FACILITIES PROPOSED FOR THE DEVELOPMENT ISLANDS: 320 Sq. Ft. OF THIS SIT£. INTERIOR TREES: 2 ea. LITTLELEAF LINDENS 6. NO FREESTANDING SIGNS WILL BE CONSTRUCTED AS PART OF PHASE I OF THE DEVELOPMENT OF THIS SITE. IF A SIGN IS DESIRED AS PART OF THE. PHASE II DEVELOPMENT, THEN THE SITE PLAN SHALL BE REVISED TO INDICATE THE PROPOSED LOCATION OF THE SIGN AND A SEPARATE, APPLICATION SHALL, BE MADE. FREDERICK COUNTY, VIRGINIA INDEX TO CITY/COUNTY LOCATION EX. PROSPER/TY OR/VE P. i AV. 75-A-26 R.T. & T. PAR71VER5H/P D8 662, PG 648 ZONE.- 8- 3 USE- VACANT ' EX. CUL --DE-SAC N P. /. N. 75-A-2C SHFNANDOAH FOODS, INC. D8 8J,5 PG 425 ZONE.- 6-3 USE- COMMERC/AL//NDUSTR/AL VICINITY MAP 1" = 1000' P.I.N. 75-A-2G REVERSE G'ONSTRUCT/ON /NTERMED/ARY DR 929, PG 799 ZONE.. 8-,j USE.• VACANT HORTON /NVESTMENTS, L L C 06 954, PG 7069 .?ONE. 9-2 USE.- C0&MERC/AL//NDUSTR/AL PAINTER-LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 0.4; i PAINTER No. 18260 12,101 Out �I !NNAL;,,+�'' ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G 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. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR, HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER 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 PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED 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 TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATTV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION X(OO.OQ) 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). SERVICE STATION REPAIR, INC. KERNSTOWN BUSINESS PARK LIST OF DRAWINGS SHT. 1 /6: COVER SHEET & ZONING NOTES SHT. 2/6: CONSTRUCTION NOTES and E&S DETAILS SHT. 3/6: SITE LAYOUT & LANDSCAPING PLAN SHT. 4/6: GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 5/6: STORM SEWER and FIRE LINE PROFILES SHT. 6/6: MISCELLANEOUS DETAILS FINAL SITE PLAN APPROVED M4t* M ' cZf-* . DATES ' 8'' ° ° S;*. P/,,, Y8 ov APPROVED BY THE ZONING ADMINISTRATOR FREWMERICK CQUNTY, VIRGINIA ( a6o .TOR LPL° UR SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 /6 FII F NO., 0008001 n 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. ALI, 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 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 TOPOGRAPH IC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINT ER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (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 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. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEAL.T14 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. PROSPERITY DRIVE: R-O-W. 3. NO DISTURBED AREAS SHALL BE DENI!DED 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 RF'MOVED, 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 'IHE FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1"-2" OF TOPSOIL, AFTER THE FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 'ICONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 lb/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL. RYEGRASS 30 lb/AC. 1.5% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. 1T 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. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON-STTE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE FOR FUTURE FINISH GRADING. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL, BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 4. NO BLASTING SHALL. 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 6" TOPSOIL. OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED (,AWN 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.C.S.A.). 2. THE CONTRACTOR SHALL, COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SERVICES SHALI, 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 SERVICF SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.00% THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER SERVICE LATERAL AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 5. THE 1" DIA. WATER SERVICE WITH A 1" METER SHALL BE INSTALLED AS SHOWN. 6. THE. F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE 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"-2111; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 8. THE F.C.S.A. SHALL TAP ALI., EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. IF APPLICABLE, THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. INTERIOR DROP CONNECTIONS SHALL, BE MADE FOR THE CONNECTIONS TO THE MANHOLES FOR THIS PROJECT. 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE DURING THE CONSTRUCTION PROCESS, STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND ON -SITE STORM WATER MANAGEMENT FACILITY, AS DETAILED ON THE PLANS. THE RUNOFF DRATNS INTO THE. PROPOSED ON -SITE STORM SEWER SYSTEMS FOR WHICH CONVEY THE STORM WATER RUNOFF TO THE ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL OF 759.30. SEE THE ATTACHED DRAINAGE CALCULATIONS AS PREPARED BY THIS OFFICE FOR THE FOR CLARITY. THE OFF -SITE STORM WATER RUNOFF SHALL BE CONVEYED TO THE PROPOSED ES-1 END SECTION BEHIND THE PROPOSED PHASE. I OFFICE/WAREHOUSE BUILDING. THIS PIPING SHALL CONVEY ONLY THE PRE -DEVELOPED RUNOFF CONDITION. NO POST -DEVELOPED RUNOFF VOI..UMES SHALL BE PERMITTED. THE OFF -SITE, DEVELOPMENT SHALL HAVE ADEQUATE MEANS TO DISSIPATE VELOCITIES PRIOR TO CONVEYING THE PRE -DEVELOPED VOLUMES TO THIS STRUCTURE. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED TO THE: ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE, BUILDING. PAVTNG AND CONCRETE: I. THE PROPOSED ENTRANCE, ROADWAY WIDENING, AND ON -SITE DRIVE AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL, BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL. CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL, WORK SHALL, BE DONE Ii4 ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. W SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDING. 4. ALL MATERIALS ARE. SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE. AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE. OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZfES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL. RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALI. MULCHED BIERS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. S. STAKE AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE. GROUND. SECURE TREE TO STAKES WITH 19 GALVANIZED WIRE GUYS WiTH RUBBER HOSE CONNECTIONS. STAKES SHALL, BE 21lx2"x7211. 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE AiI, TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 1]. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN 'THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. I ONF, CONSTRUCTION ENTRANCE j 70' MIN. EXISID46 PAVEMFN I ft1 ! 1 I \ , FILTER CLOTH" E A MMNTABLL MPH i <OPT RkIM , SIDE ELEVATION 7u MINI, -- -- -- - _T II �) I P ,.AASMAACN MW t t?MIN HP N9El I•--�- fA T NT __ POSITIVE DRAINAGE It, MIN .._ COLWK17 A(6 1%[GATC Z TO SEDI ENT f IPAPPINO IIEVICE MUST EXTEND FIND tVID1H { OI INC•RFSS 4NU row -SA VE W PLAN- !IPE RA7ffiN I -_ -_ _-VIEW 21 WIN Jr ANN 1 i MIN it tip Cl Orfl SECTION A --A I %1 I'll!WIFII IOtt:Rl It ! �IN:AIH WAIF- 1 SECTION B _B CONSTRUCTION OF A SILT FENCE' ( WITHOUT WIRE S UT -'PORT.) I SET THE STAKES. 'L. EXCAVATE A 4'X 4" TRENCH UPSLOPE ALONG THE: LINE OF STAKES s_wuF, off FLOW i ] STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH now 4 4 BACKFILL AND COMPACT THE: EXCAVATED 9011, SHEET FLOW INSTALLATION (PrRSP9CTiVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) bebrr.gc.ac..x wN..�a WWrrni'�., �.. •.•�•-�-••• wwwM.M it 14.r.r ctf•t'}'•-F wab,btrs}'.+wr.rr .G.y.w,.oa CAP.,IIsn ..rr, Go". .wYl Nicol WIN -7- •^1`fFt / -h• NMX. C•, NI•' Prom• a,_ i ,� N'• • sN StO I2 4-8 `•` - ' t-t, ' 1. Tot d i e' otTau iM -t. + -r• . Iom a C.t, t---1 r.N 6- r O p a C4..a +IM j I j iw t ~r_[•+rt� O ,�t,�^ r rl. O�I,OIO r r00�. C.0 a M. u,NOrp GrO, aNIM +• N N •�+0.�. �r-O�j Ji IF-- 1•L-- r1 ' PLAN of app+, ex+, ro core m c,rD a,a NOW p '.yL' •. - rw t to SECTION 1I • c t -1 -1 { •3' WmN, 1? IV. A MN MN •MY M .w ..rc FRONT ELEVATION TW E MN Mai wi N wa ,w �' taw t.ro 314.0.0 I Mmsrar. N.•• `---�-J O )'s.nONi .NMW ro N 10eMOa +,. lacy Nr rrv•. • 01 ,w Tr,la: ow tl Apr .a+ M Wm •More M.aeor +wro,N: Ttw I 1 I M Ar rr,r,r•,,M +wr, a oa aruc+w .aa4 ►. O."m t dr aMan, ,.r .,m ±2 .1x oin,. nwa.ur :ro.rN kn•ei i1.rA.ra r••N r".r N fo,.wlroa rM. t.ir.r. ,e.. • P�110 mrar• d .e,or . sl..Is,rt+m.To. f,rN, 1/4 •wp . 0' O N,O[• .+ •4reonca ren ,ne Nroa .Hoare an <u.1 r,;, yNNr, N y,C1 XNX v as nu e. b' No •••. m. 0.03 race a,4Ntl4 f,mae.e0­9 0 -W Iwre+r cnn n.cl.rw Irr.,o : ,•,.--t.i•_� a•. t'+ r' FM d.lo.t�, and .,Mom" er .e.w w .AM t N 2 ",,.+N a .,ns.r. "----+•= .�.�.�.. -_ �.�__ - - T --- D+- 3A Dl-3L r SECTION A -A �� _ - s. •., ,, ...•+ 1 d.ln .,dw .felt• •r„r..sM ---- ,_ .d_,: .•r, N.aAN ..ra ft +..n ....m..,. er.ortl N .,two . wrss. TM "N-Aaaerw..Mr' D� ,M .to,f.a1N O.e osM l f.. w M p,m`..n, M ,+.tars . r ,uow... r ...r.r ., r Prr r tr •r w .r• ,r.a.l. p(Tal: W ME. U1AL wN.MN IYa. oN ,n,.r i a! IM o.tNY o•N N M ,r OI la• -.N,. q.n n' iNpn r .a, 1. i ..,.. w •+Y NN N .M.+ . r... ADJACENT TO CtIRZ 000oo,a4. a. oawor«no" NM MN -A` taly woo-, 0.0IM atN e,men., wITMOUT wr C rao..n,aoa q,M p.n�.ac,.• 1,aN e„4 coN,no.. tlr" ,r, N v... w •-c" s.o.•.. N.r . N .• .4N•• ,• .wN,.., ��_ r y«• w• N r.....r• .N. TER Shoot I of 2 STANDARD CURB DROP INLET SPECIF,CA,;,;r, 12'-30" PIPE MAXIMUM DEPTH (H)=8' ?EFR3=uc_: I_._.._. �'IRGtNiADD0E_PARTMENT 3�2 TRANSPOR! TATION ! Pll'Al OUTLET C'ONDMON.S A A do PIPE OUTLET TO FLAT AREA WiTH NO DEFINED PLAN Vf7t;W _ CHANNEL - r D� . d SFCTIEIN ;i HP t'1 mill NF'Y IN 4 V' RZCOMMENDEO FOR ENTIRE PERIMETER A L A .Idtt (MIN ) r- do PI l PIPE: OUTLET TO WFLI DKFINED CHANNEL. i_ I d SECTION A A r FILTP.It C11OT14 KEY IN r, gr RF,COMMENDED FOR F.1411RE PERIMFTFIN NOTES I APRON LINING MAY RE RIPRAP GROUTPD RIPRAP GABION BASKET. OR CONCRETE 2 Ir IS THY, IXNGTIi OF TRY RIPRAP APRON AS CALCULATED USING PL.ATF_4 3 til- 3 AND 3 18 4 ` 1 d - 1 D TiMFQ TIIF MAXIMUM STONF. DIAMETER, BUT NOT 11 LESS THAN 8 NICHES ...� SILT FL'NCA' DROP INLA'T PROTA"(71ON 2 x 4' vtR1D FRAML 5 1 MAX II II IJ :tAEI 9110P IOLET WITN GRATE _ - t•ANE r MLN `GA I t[R Al COb1ERS PERSPECTIVE. VIEWS V MIN tlry) EkEVATION OF STAKE: AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION iS APPLICABLE WHERE THE, iNLE:T DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE iNIXT SHEET OR OVERLAND FLOWS (NOT EXCEEDING I CFS.) ARE TYPICAL THE METHOD SHALL NOT APPLY TO INi FTS RECEIVING CONCENTRATED FLOWS. SUCH AS iN STREET OR HIGHWAY MEDIANS RO(`A ('/I/-.'( 'A U.'11t.1 00 (DowNsTRFAM VIEW) ATE COARSE �•I LOW t !°yT• Tit3� i . i •�.'i' rl. �°�pZ��! y�h....9 10 A('RES OF DRAINAGE AREA. �;•r,..�s,,;t��«,(DOWNSTREAM VIEW) 4 •'•� =�yat i=i' �•�• �t: dip .*:.r •tom.'.=; , r" ;,♦a•. , �CLASS I RIPRAP TOL, REQUIHEAIAWT,�' FOR BANK STA1111,IZATION FILTER CLOTH LJNDERLINEIR (PREFERRED) U AAf [1LAR_._FIL'I_'EH DI -I ZINp. w,oM M..,ae ! torn M 4-0"a E.obr NOTES For al•N w S.A ST-t f"--'- 4-2"- -' ! N ,�, fR , 1.On Yr.00p I,.r fArMr. d.-iA IM N ,0: rb i••1•± dooM w 161106.0 1 C~1 Wh-, KOW m MOM Rr x,r., n N be owwwo 1 • ,-+,IP acwmM..th SWftM Pbn IS. I TIN, rr of « I A H E£'sarwn A,r Ar..Nna aro pm" all , w mm ...drlM1, t. 1 ••B•l.�d,rdn '"w°'9 n b r ,*cM+•N Y, Rb M,ai IY01or RN aroo r Lt,. r AN N' ..r, canPrc„ TN...,. mOT r "cow a cm M Place cal n MAW ceacrw b be C40M AI Fa, nncw? I So. Seen 10301. e Its 11" d+.M..n twasn aA q SMov i tro twc o..d pl.N, .O M a»o.w lm. Not T-- --- I arupYn an"YSECT" A -A M•aarw4 ar! lrere +p,e.r 91 Y--..� f� :�- w WON~* ab br _ftow V o✓Aw. we ,M aco1M aou.ior troy "dow-Nos A W. Co.ro:tw "No, Nab ww- PLAN A 4 . N swNe, Dews P o.o . ;2' oft W a. -, a AN, opl[t p pe a ItMtr N. Brow li ... 1 C. to Macao n col ors CONCRETE OUANTITIES FOR MIN DEPTH oAeP.r to Commit � , AAOC.Y t2 < ,c wa .0 mr fro NN : sera -La wan A ,ra twetra j • wwP ^N• rr.2".7 rborc ead.omo N ae✓+rq mr,uua'ee M..ant f1,K oft tow. ti0A .0C~ ntM.a b a,ow+ 11 cWP, ro ,S' comma" 112M Cr W Cwcltl. fR•05 010 alas w 4 iNo.ol m F•++AtN, M sa.. n N. s.lspra Th oaM r, baw.re rr. c" O Mall, A-7 4 a modal tbsab a dwd T- an •, 4 r 2 asc orw L NZO C. Yde ONI M ,O.A!' rM I dw r '"whod n M plc. hie b .M tlOrar. clMn arlomvM all+.T b aawASA. •...e wf✓�t 1-d-3,4 2t cs.cp•e' lot' C. Y� Ca.t.N10 •a 4.cNro oulaw a .1-tre ear"" dtNlaw Not O 40 C. ft A bddit • NEl M dwNt TSECTION sTri-J..--r*crim CAST OWN -. _z r_ -2-6- -'1 + 401, ES b 4•rml,-�. �-l_3Y -i-._1Y/, N a0 ( �.1 r.r A -- 3-T A% . Mft ,,,.,Hoof OI of ftot oo, C i 4 �! a __9 WA OW-1 d .4E,g,Aw. 1 , 4 i J O 1 ! o v a.. *v*m ml b M. col, van woo ( 4A.{N,. A6' 3 Ill, 1 ^ - xe MR ti 1 -a II w" a 0-Woo. Oi cO,.ND,M, 1 tltorp• Y1 " It fAtlaJ Y1.�YitUU� i L�4 ) SECTION C-C SECTION B-0 FOR APPROXIMATE WEIGHT CAST IRON at<j' �oa� .a c..mr l63 : ,err DETAILS OF COLLAR AND CRATE S.T iNDARD DROP INLET SPECIFICATION REFERENCE 12 PIPE MAXIMUM DEPTH (H)-10' -233 - '/ROINIA DEPARTMENT 302 10401 -- -- - n M .w. m. -, i-- A-- ----- -_i a the GAIN po. n .00, ,Iran at. O.A'.n ar 1r Mr.0.0. N... IT t i ,4tt a We lbw lw* lllN1 0e •,aped Y.0 'XIN1 ' w a Paws .10.talQ . pr,d.,t Of row 4, 11..*n Ikoe I f � MS-O'♦!Z!3YPba1 PLAN ;CMR RE11110YE01 j �1V�•FY01 r NrF+q„ SNw w to at Moy,A.d v owls. F> ,etP Made toe 91'4 S7 t. Cow ,__ m mk tr am 2421 or i i .-...� r 'tYs1Y'Mwac 1�iaroamia . 5,r Woo, - ,dw, ,0 60 was Ea. 0 'Nom de 03 - N.. rWS,WHOP + .rN 11ic' o Mali ti+rtP z • I 4 Nh",N% ,i 'c otd.i0a d arlsA... N.y.r -- _--.-.�_-__- I 1 COVER RF.MOVEDI . •a,yee Y i � �� s rw -: os •eau..d s I TB 11 sEccwN aEcE1AAeAFNoeo w(na*a,Al CAST IN PLACE NEIG/lT cwtRT FOR USE AITH 12' TC 4r PIPES CMa A-3ww .R N, ii rt. t. _ oN+EraloN k• VIN S N of INFWAM DI / 1 not sown hro con we Mr1mos dtt•INI lob" -_-- hwN• tA* Anow"y Dom"i P, pe0. 101.O11 4 r't• 1Y" 13 .1r. 24' T xt�ic' u• PIMM ( WWW Notap. p+EO. 103-02 and 'r-�'-'--- aRPNwMdMawt Box RA.a. om,d TapTr- 74 aw D N Z-? Y-3� Z•4>! S-Z 3=T !-� r- 000ft P$M 103.07 thru 103.12. -"_1 Y - t+• •t7 t LOAD 11-143 L33F LM in toZT 2t r o1r 1r rr ♦ t I. -Hal Nv4ol.ptwrNrla.NWY 'a=a a Rol opto'*aY •0,[• NpK I41`FfaN Rom,dorcom•-NON ftc*Xv ,It AY ba pr.COM. col. M.t.. Two eOGr.A� NECAS, �t Noa.a of hlbNMwe dookV ,. b. A-INd m Macaw locamIa d-T-NO portGENERAL NOTYS --- 0F A - S`X1% PHI. Woo AM WA 4 ., a yaaa 'Atfln .MNfNo m 0w`X 1fr rMF1to IN AN -haMNPLO. 6r.orlAUY wwf n ro raom r atbr wllowma as U-rl-DA.YbNnN +wbraY r w a•atlo.wfww 4 P,.at br• on MM tatrrlN,A N, rM ar/ 9•11rr d• Maw N, p ii s.bly sbea.. r a ao.IdNe w r +en.nun and ,r nittd f col moll'" it IMa a e1.f AM.tt.e laws Nr tn,atr,t".o NI bow ±M aptm a Fp O.Aor a eabtlr aOYb, aNe, oM lre..,.r nyaiad a N•p•N, 1iOp101 !Ir gp. IN,AM arr.MA-tic41-vow .0 omo r ro apAwa AN to 4.tr w t1w1 2M2. ,0~ ,A* ..enrq. A. Pier M droc"d by a,. too - sP£cIFICaTroN REFERENCE STANDARD MEDIAN DROP INLET 241 9C3 VIRGINIA DEPARTMENT OF TRANSPORTATHON Sit•Rt I of 2 r 104 22 t I DIRECTION 01 ,+vim» mr-rtr.r I i ' COARSE AGGREGATE SHALL BE VDOT 03, #357, OIR #5 I TEMPORARY ROCK DAM N.T.S ROUND 01 "i Z !C v W C 2 4 Z� V N W W J Z F_- Q U' _Z 3 Q IY n V V Y OG � Z _... Z � � o a � W dC .. W I= W Z=4�1H= lW-� m 4 O �ZIle ��V N O W V W illwa W VZI.daGW V W La WMM W a • V • J a: 0 N 3 IN 0) r, (I) N N y I I N� >` V) - ILD cfl �c �, ^� O O � U ti` in -D > Ln U _ 1� O V In '' N c O r '' U a .. x 0 LL N SURVEY: C.I.- Pointer - Lewis, N/A P. L.C. DRAWN: JOB NO. TGP 0008001 SCALE: DATE: N/A 09/29/00 SHEET: 2/6 NOTE: A TEST PIT WAS USED TO DETERMINE THAT THE E SAN EW EX. CUL-DE-SAC FOR PROSPERITY DRIVE t x. . S SPEED LIMIT: 25 MPH(ASSUMED)P j-SERVICE LATERAL IS A 4"0 PVC SDR-21 $ \ LINE WITH AN INV.=758.45 SIGHT DISTANCE: 250' (+) 45'�� '� DI-7, Type III VDOT NOTE: I I TOP=760.00 AT SUCH TIME AS PROSPERITY DRIVE y 55•00Inv Inv Out? 6.70 IS EXTENDED TO THE WEST FROM THE C CUL-DE-SAC, THE PROPOSED ENTRANCE EX, LATERAL Inv.-758.45 + \ SHOULD BE RELOCATED SO IT WOULD - INTERSECT THE EXTENDED ROAD GEOMETRICALLY PROP. 50'-4� SAN. ON A PARALLEL LINE TO THE WEST SIDE OF SEWER LAT. 2.0% / P.I.N. 75-A-2G PROPOSED PARKING LOT (PHASE 1) ` \ / \ REVERSE CONSTRUCTION INTERMEDIARY OB 929, PG 799 \ 2' NDC 2' NDC / ?•QB. C`, :� ZONE.' 8-3 20' W o USE.' VACANT ES (A 1 0 WATER ' Q P. I. N 75-A-2G \ SE ICE LAT.CO`1 0 R. T. & T. PARTNERSHIP s OB 662, PG 648 I 51Rn ' QD h'®j 18"0 ES-1 ZONE.' 8-3 1 "0 COR `55. (b. � � �4°O \ \nv=757.00 NOTES: USE VACANT STOP R 1 NO OUTSIDE STORAGE AREAS 8"x6" TAPPING 1"0 W/M O�rJ dj SO�q� SOO O ARE PROPOSED ON THIS SITE. 57'R & BOX G O ti V o ..t 2. LOCATION OF UGE SERVICE SHALL BE TAPE BY &C S.AvE ?'o? 23 ry N� aF. .S. eR \ DETERMINED IN THE FIELD WITH THE Q 3P �1Q APPROPRIATE UTILITY COMPANIES. C] E FH ASSY Q eQ 04. �/ �- w FS f4TR ��QQ�� �'? \ \ FULL SCREEN DETAIL MT F.IL.S c,° N.T.S. o �s 300 > DI- . L-2.5' TO =762.00 Out=756.0 �`° oo % � '�• �• �'• �' Q � o�F�'sue• 5 R LIMITS OF �p C'0,1, Q�OO�G ti� O� s�„r ov QQ �G p� i 5' HEAVY �, �. QJ ��IPk, ill 1 , / / 50'R TC PAVEMENT `1 k.9� �• Oip,�F`A� �C_ \ / p 0`�' �i 1• j G c�, TRANSI ION °PLO �P�� �Z� P�� G a �19 ;�.��`" ? / .1) 1-yG'y,,Q�y ?soo \ moo �o��'G N� 9 +SO oG \ ,G4, O� 3 TM G O , Pp �� S m_ c? G °°o QQ-O�Q� s`� Sq`�s SF 6G �,��• P ..SS Q Ot` ac•G0 L� ORc Q V. Q `� ,Q .��' 0' 2' NDC . efl h Oo o DI- 1 Inlet Q �� TOP C SOO \ J O (�, Inv Out=756.50 �0 4O �aC�� / / r v ' `Oh G \ 1 �'PEy { TC r 3 . r \ \ o I i R ® R R� Aso \. 10Q° P PROP. ti ,�S J/ r oo O' BUFFER NIOTE: DUMPS ER Fq/,y 6 T Ot20 GP S00, Q�` �o \ ADD APPRtOXIMATELY 30" TO 36" OF PAD J 1 SF'�,Oq �p 0�1 TRANSITION m 6o�'I° Q` TOPSOIL IIN THIS AREA TO MAINTAIN 6' E EV/ATION DIFFERENCE hCb•ht> hh 111 (3. ? A L a `fro ® �/7ySq,� SOO \ FOR BUFFIER. A \te \ F 9�j ? ° �� A S�SF�Y s�rTs�°lF. \ �� 3 TM TC CG 6 'PF ?S h \ \ / 0 R q'Q � * Py� F F�F S4 00, \• / / .hca^ A� \ ��), h0K Q TRANSITION }°OtiOA / G A -v / LIMITS OF ) '90vk \l �tigFo ti95 \ \ a , ® SO HEAVY Gti \ O PAVEMENT r?9 V? �\< 15 "0 E S - 1 q. 'O%, Inv=755.50 2' NDC ols" \ � _ TC Ex. Truck + ,E r Bodies EMBANKMENT oo ^h K ro 10 TM / iTy�00I 2' NDC F SY. m ?9 CO TC Op 4 1M 6; \ \ \ ??00, 4 T 4. R TC \ s. \ s\ TC le, ( 00 10• a4 ti o 4, 4G/0111 V �+ B� + 4 TM h \ • cv- Q P � Q� �/ �O C� F 24"0 ES-1 ��Q, QOQ Q Q Inv=754.50 \ \ 0 L FG O� Q / 0 BUFFER NOTE: �9 ! �y / EAkTI NDIFFERENCE SHALL ? <" • S �� h +fin , SF �• / �0 BE U E© N LIEU OF A WOOD FENCE. 00. P Q / 10., 9S 0 L v P s} W. ? �_ Z Pie '4P '000�64 ly, F P. /. N. 75-A-2C � \ \ \ .\ � '• `� � � HORTG7N INVESTMENTS L L C SHENANDOAH FOODS, INC. \ \ �`'� ��� So HO TON PG 1069 DB 835, PG 425 / \ \ \ / ZONE.' 8- 3 \ \ \ j �,\ . <a ��� ZONE. 8-2 USE.' COMMERCIAL/INDUSTRIAL / \ \ ``t \ oo `O �, USE.' cCOMMERC/AL/INDUSTRIAL y1� 2 TM `ti0 PLANT LIST PHASE 1 KEY OUAN BOTANICAL NAME COMMON NAME SIZE REMARKS AP 24 Aesculus porviflora Bottlebrush Buckeye 3 gallon Cont. 5' cc PM 19 Pinus mugo Mugo Pine 3 gallon cont. 5' cc PN 26 Pinus nigro Austrian Pine 6' B&B 10, cc TC 7 Tilia co data Littleleof Linden 2-2 1 /2" col. 30' cc TM 40 Toxus x media 'Flemer' Flemer Anglojap Yew 3 gallon cont. 4'-5' cc PLANT LIST PHASE 2 KEY QUAN BOTANICAL NAME COMMON NAME SIZE REMARKS Al�'�'o�'t'c 30' cc \\�"+ q���F 26 PN 20 0 20 TC 9 Tilio cordata Littleleof Linden 2-21/2" Col. TM 8 Toxus x media 'Flemer' Flemer Anglojap Yew 3 gallon Cont. 4'-5' cc \ BUFFER NOTE: \ \ /1_1 ADD APPROXIMATELY 30" TO 36" OF NOTE: HEDGE PLANTS USED IN THE LANDSCAPE SCREENING ARE TO BE 4' IN HEIGHT <"t \ \ ��:o TOPSOIL IN THIS AREA TO MAINTAIN Scale 1 „ _ 20 f t AT TIME OF PLANTING, OTHERWISE, HEDGE PLANTS SHALL BE 3' AT TIME OF PLANTING. z& \\ r+� \ A 6' ELEVATION DIFFERENCE - P. �� \ \ \�� cr FOR BUFFER. ■I V Cr. a Ix CL a an Hzo C=— — W W �- 0:ZV W W O m N O V LLj W -� VZ CC V W W Lai Y w 0 O 130 a_ V .j O a N V)N y I I N N � (0 (D O (D (D E Y•rT 00 U L- 11 It a W L m� -C -C r C _N x 0. O TH Op y'�c a � TYI�TNY PAMiTQt '' No. 18260 :01�� I `' (4I 0z) 1 ONAL SURVEY: C. I.: Pointer -Lewis, 2' P.L.C. DRAWN: JOB NO.: TGP 0008001 SCALE: DATE: 1 "= 20.0' 09/29/00 SHEET: 3/6 OFFSITE—TO—SWM POND TRUCK BAY—TO—SWM POND >- m 0 a w 0 Q 0 U Z -p VI 0 La_ cz W 3CL W W V) Z W J Lj Q) Z 3 of rk V ZY �Q di ce LO a�IDC.7 QNOQ� CL N — - W W �- - _ �`ZLU�Z Z=NN= O m O I V Q Z N O W V H U Z G cz V W W Y Y 1A_ V) V w Q o m Of a V J O Q. O N O N O) � V) c° rn r N i I .% I (DD `D .° c° 1= L. O U L. o > to � .. o r s a .. N X 0 c �3 LL N O 0p ��PtiTH vj+P LLJ T�IOTFIY c PAN�m a No. 18260 �Ss1ONAL SURVEY: C.I.: Pointer -Lewis, N/A P.L.C. cr PRAWN: JOB N0, TGP 0008001 SCALE: DATE: AS SHOWN 09/29/00 - SHEET: 5/6 STORM SEWER PROFILE SCALES: (H) 1" =50.0' A. B QC o 765 765 PROPOSED GRADE EXISTING GRADE INSTALL C NC. CRADLE CROSSING 760 760 WAT. SEW. SERV. 755 755 PROP. 8.50'-18' RCP LPROP. CL. IIf 0.62% 64.00'-1 "� RCP PROP. 1 Q5.03'-18" RCP CL. II ®0.5? CL. 111 0.5� 750 750 745 f - 745 � J � r7 � I I 0 I � � � �'cOD � o00cD � II O � O ca r` U � It c� r` � II O O t�f � II z it z to o II a �n 11 —o � r. o > ozz zz � 10+00 11 +00 12+00 13+00 FIRE LINE A PROFILE SCALES: (H) 1" =5d.0' 77 77 EXISTING GRADE PROPOSED GRADE 765 765 --- --- 36' Mt --- ----- - --- r. 760 EX. GAS -- C© ER —�—+- 760 MAIN � L.P. PROP. 1 1.00'-6"� C, vai SDR- 21 FIRE LINE 755 755 r m a a w — w c� z a r m � w � N 0o .Q J a z o a � _ . r- O Q _ r cD 10+00 11 +00 12+� STORM SEWER PROFILE SCALES: (H) 1" =50.0' 1 2 3 765 765 PROPOSED GRADE 760 760 EXISTING GRADE 755 755 _...... ___. _ ...._ --PRO 72.26' 1 "� RCP CL. tll ®0.6 % -PROP. 4. 0'- 15"0_ RCP.,__.... 750 CL. III .5% _- 750 745 � 745 II � z I t a' � a N O � a � tY o �n II � II�� n tlo;n O � O^Z� u N^ O > tip A - ©> > U FIRE LINE "B" PROFILE SCALES: (H) 1" =50.0' _ 765 765 PROPOSED GRADE EXISTING GRADE 760 760 36" MIN. COVER 755 755 PROP. 50 0' - 6"� PVC, SDR-21 IRE LINE a 750 " 750 r m a Q 745 ' 745 w w J c� z a � � r z m .� Q x oD j � a J Q a o a co o a I 10+00 -_-- 11 +00 HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND FENCE & DUMPSTER PAD ENCLOSURE DETAIL N. T, S. 2x6 TOP RA 1 x6 BOARD, FRONT & B) TOE NAIL E/ W/ 2- 8d N (EA. RAIL) 8'-4x4 POS 2x6 BOTTOM ATTACH RAI W/ 3-1 Od r (EA. RAIL) 12" DIA, PO FILL W/CONI NOTES: ALL LUMBER SHALL BE S.Y P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 5'-0" GATES SIMILAR. PROVIDE GATE LATCH, USE 6"0 STEEL POSTS TO SUPPORT GATES. HANDICAP PARKING DETAIL N I.S. -a HANDICAP SIGN 3' Min. NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM N. T. S. O.D. + 24" FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE CRUSHED AGGREGATE NOTE: • 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION HANDICAP SIGN DETAIL N.T.S. ENO -SECTION 12'-60•• PIPE ALTERNATE END- SECTION 12" - 60" PIPE LES - %!Or•Mft.E.edM.+4.wtir,. _ MO ..amoarW fn0-+.cMro Xj- x x x -- - -- E Concrete to be I -- - - --- E Concrete to De a00C PSI Mn 1 4000 PSI Min �. ---- PLAN PLAN — c r --a -- i 1 , - r s4N, rarc_.wur« A - D I-- - - E - - - - D - - --- - --- -- -- E - SECTION x-X END VIEW SECTION X-X pp VIEW 0" 111 A 8 C. D I E f z-O^ 2,(r f r-e 1 t Cr 15 6' 7 3" P- 4'- ; 7-6" + 24 z-3- r-Iz I 4-a-_ r- &Y t 6 6-1 4-a' or W-r 42" ~ � I - i; 7�0 - -3 —` 2 6 5 3" -~ Zi-U= 8 0" 7- 2" I " 1 ft _ 9-2" ! 9.2" C L r c + - • - NOTE Rb. "It..rw"n �--r Oonf1 on Ena•sacrbn o.rgn fno.r '\ _ on .i. yff 1 .M COnlrOfb MKIf rgnbrpinf .ai a •.art.o of M. Mttwica " a.r»nfon 'D' SLOPE DETAIL FIOATION ERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT TRANSPORTATION 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP, GROUND RESERVED PARKING [VAN ACCESSIBLE < TYPICAL TRENCH DETAIL FOR WATER & SANITARY SEWER MAINS N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL I. STONE AGGREGATE t HEAVY PAVEMENT SECTION 1.5" 12.5A(SM-2A) BIT. CONC. SURFACE COURSE 2" IM-1 A BIT. CONIC. BASE COURSE7 8" 21- A --- STONE BASE COMPACTED SUBGRADE --- NOTES SnoO•ne d "bnaof. ana .,hf �r,wrn n eccoraanc. won rr,,. orornp �• ro aPINt 'o ibf. flruc rur.f fatf duo on Rtonf o. rna" nr.rf 0} Opp. �f OflOr. 1M.11 Of flru ClW.. lft , b arfb •M . b E. I.- .n. U"b,N W r. OCCOIOa,C. we. ofNreOab ~0WO at��f ., d*" T1b r..rr yfaWrq m OfbxN W_ . r0 C.n4" 01 0 pwl d '.~ C._c % Tr, cMi.-N b Clan Der Ctw. Ci,.sa0/ rbr 29% of coon..e1N.eot. —V e..0 N r..nnw.r — [oro,fi of n.fb, nro..n Ori.lf, ae..n C.ncr W ar WOMP 9—fn. Mai Trb surfoc. s%W, M bt, f0b.rn a mfbnf d rN.re f..fee ,e ttab d ..:oa .. aaa .pob tlW i •. pan .foawa Dow* of ..i.n ows.p a rrb..+ nwwn a. to eaafrob o1rOM.f only E" ~*" a bM "0. b M fn.p.a �nbrMuelN ro ..fr to rM oal,cdr wM .rr .fA.l 0.nfy.r.lbn Mb fro" �..w MULCHING OF PREPARED ANNUAL/PERENNIAL BED WITHIN SHRUB BED N.T.S. LAWN - MULCHEI SHRUBS PERENNI PREPARED BED WITH FINE MULCH - MOUND PEREN! 2"-3" HIGHER THAN SUR O 4" DEPTH FINE HARDWOOD BARK MULCH TO BE MIN. NUGGETS, OR SIMULA'R, PLACED PAVEMENT DETAILS N. T. S. PARKING IATS SECTION 2" SM-2AL BIT. CONCRETE ------ SURFACE COURSE 6" -?1-A --+.. 7 STONE BASE COMPACTED SUBGRADE ---i- NOTE: THE ENTRANCE PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS OF THE ACCESS ROADWAY. THE PARKING FACILITY PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING AISLES & STALL AREAS, TOP TRUCK LOADING AREA 2" SM-2AL BIT. CONCRETE SURFACE COURSE 8" 21-- A --- STONE BASE COMPACTED SUBGRADE DISCHARGE CONTROL STRUCTURE N.T.S. BERM ELEV. = 760.50 100 YR. ELEV. = 759.32 _ TOP ELEV = 759.00 3 — SZ 10 YR. ELEV. = 758.98 PROPOSED GRADE - - 48" 0 MONOLITHIC BASE p 2 YR. ELEV. = 757.80 24'-24"0 RCP 0 &8% "E INV. OUT z 754.70 6" 0 ORIFICE INV = 754.70 ELEVATION ..rbr aw SECTION A -A AETHOD OF TREATMENT IN DROP INLETS PLAN SECTION 8-8 METHOD OF TREATMENT IN MANHOLES SPECIFICATION! REFERENCE LR STANDARD METHOD OF SHAPING MANHOLE INLET INVERTS VIRGINIA DEPARTMENT __ T RANSP(>RTAT10N 106.08 CURBING & SIDEWALK DETAIL N.T S. EXP. JNT. MATERIAL 6 (OR AS SHOWN ON PLANS) Slope: 1 /4": 1'-0" REVERSE PITCH — Slope: 1 /8": 1'-0" �. L� CG-6R (Typ.) 4" CRUSHED STONE 4" TYPE "A" CONC. (3000 PSI) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) STAIR DETAIL N. T. S. 11" CONCRETE STAIRS EXPANSION JOINT MATERIAL L7" EBAR? (Typ.) 4" CONC. WALK ENED SURFACE ON STEPS & WALKS (Typ.) W1.14xW1.4 WWM PE ti Wit'-O"-4" CONIC. WALK — .— r r M---} j RRIER —4'* VDOT STONE BEDDING 4" VDOT STONE BEDDING — UNDISTURBED OR COMPACTED EARTH UNDISTURBED OR COMPACTED EARTH NOTE: SEE SITEPLAN FOR NUMBER OF TREADS AND RISERS AND THE HEIGHT OF THE RISER NEEDED. DUMPSTER PAD DETAIL N.T•S. 1O'W x 9'D -- - (OR AS SHOWN ON PLANS) Slope: As Per Plan 6" STONE BEDDING -J L 6" TYPE "A" CONC. (3000 PSI) 6x6xW2.9xW2.9 WWF NOTE: (2" Min. CLEAR) THIIS CONCRETE PAVEMENT SECTION SHALL BE USED FOR THIE APPROACH AREA AS WELL AS THE DUMPSTER PAD. SHRUB PLANTING BED N.T.S. NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO EXCAVATED OF ALL E TO REQUIRED DEPTH W/ REQUIRED SOIL MI MULCH TO BE 3" DEPI COMPLETELY REMOVE i STRINGS, RIBBONS, ANI TAGS FROM PLANT. 2" STL. TUBE (TOP RAIL) 1" STL. TUBE O 4.5" O.C. 1" STL. TUBE (BOTTOM RAIL) TOP OF RETAINING WALL. 2" STL. TUBE O 6'-0" O.C. GUARD RAIL DETAIL 1" �. FIN. GRADE S" 4 REBARS 0 12" o.c. HORIZONTAL (Typ.) 12" VDOT #57 STONE 5' Mcx FILTER FABRIC 4 REBARS O 10" o.c. VERTICAL Typ.) 3"0 PVC Pipe O 4' o.c. FIN. GRADE #4 REBARS O 10" o.c. -i— 01~ — 24" Min. 3" " #4 REBARS O 12" O.C. (Typ.) 4• 6• RETAINING WALL SECTION NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. STEEL REINFORCEMENT SHALL BE GRADE 60 STEEL (Fy--60,000 PSI). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI. SOIL BEARING CAPACITY SHALL BE A MINIMUM OF 2500 psf. EQUIVALENT FLUID PRESSURE = 45 pcf; AND SOIL WEIGHT = 120 pcf. FACTORS OF SAFETY: SLIDING = 1.5; OVERTURNING = 2.0 REMOVE TOP 1/3 OF BURLAP FABRIC AROU. ROOT BALL, SCARIFY ROOTS C.. , BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT TREE PLANTING " N.T.S. NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED .AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE- 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN, 3" MULCH 3-' SAUCER AROUND TREE --- EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. (V SOIL Mix f F= CL V 4 b V) J a 0 V) W Z J W w VI F- z_ 3 Q Of 0 V V Y Q Z � IV) Q CL W 4= 1- w (W W N Z in ~ V)= _ Om Cep � Z � V � C) 19 cj VZC) V C .. WW YOC W �(A V�"`' W o Q m a. V J a O 0 N 3 3O N� N r Lf) � � N 44 C_ �c _ 0 O O 0.o, U � 4 � .�i v v C O t s OL X 0 N 0 LL O -VTH Or t' TNddTNi` G. PLANTER > No. 4260 � ► c , (e ��,lo ww Off, GNP �ss10NA1" SURVEY: C.I.: Painter -Lewis, N/A P.L.C. DRAWN: JOB NO. TGP 0008001 SCALE: DATE: AS SHOWN 09/29/OC SHEET: /6 SERVICE STATION REPAIR, INC. PROPOSED OFFICE & WAREHOUSE COMPLEX KERNSTOWN BUSINESS PARR, LOT 11 BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PROJECT: SERVICE: STATION REPAIR, INC. OFFICE & WAREHOUSE COMPLEX KERNSTOWN BUSINESS PARK, LOT 11 COUNTY OF FREDERICK, VIRGINIA OWNER/ SERVICE STATION REPAIR, INC. DEVELOPER: P. O. BOX 3887 370 WELLTOWN PIKE WINCHESTER, VIRGINIA 22604 (540) 678-8560 Contact: MR. C. R. NEWL 114 SURVEYOR: PAINTER-LEWIS, P.L.C.-SURVEY DIVISION 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTEP, VIRGINIA 22601 (540) 662-5792 Contact: MR. EI.LIOTT RITCHIE APPLICANT/ PAINTER - LEWIS, P.L.C. ENGINEER: 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 75-((A))-211 SITE AREA: 2.28115 Acres ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-3, INDUSTRIAL TRANSITION DISTRICT PROPOSED USE: OFFICE & WAREHOUSE COMPLEX CURRENT USE.: VACANT ZONING REQUIREMENTS: PROPOSED (ISE: OFFICE & WAREHOUSE. COMPLEX SETBACKS: YARD: REQUIRED: PROVIDED: FRONT: 35 Ft. 42.42 Ft. SIDE: 15 Ft. 15.00 Ft. REAR: 15 Ft. 50.00 Ft. BUILDING HEIGHT: PRINCIPAL: 35 Ft. DENSITY: OPEN SPACE: 25% MINIMUM - 0.5703 Ac.) PARKING REQUIREMENT: OFFICE: I SPACE. PER 250 Sq. Ft. of Floor Area or WAREHOUSES 1 SPACE. PER EMPLOYEE PARKING REQUIRED: PHASE I: (UNIT 1) OFFICE. AREA: 2,500 Sq. Ft./250 Sq, Ft.= 10.OU rz> 10 Spaces 1 HDCP ACCESSIBLE. SPACE. or WAREIIOI'SE: 15 F.MP OYEF.S (Total)= 15 - 15 Spaces 1 HDCP ACCESSIBLE SPACE EMPLOYEES: 15 Spaces Required (CONTROLS) I HDCP ACCESSIBLE SPACE PHASE I: (UNITS 2-5) OFFICE AREA: 1,000/2 Sq. Ft./250 Sq. Ft.= 10.00 -> 10 Spaces (1/2 AREA -OFFICE) I 1ID1'P ACCESSIBLE SPACE PHASE I: TOTAL REQUIRED: 25 SPACES PHASE I I : OFFICE AREA: 3,000 Sq. Ft./250 Sq. Ft.- 12.00 12 Spaces 1 HDCP ACCESSIBLE SPACE or WAREHOUSE.: 10 EMPLOYEES (Total)= 10 => 10 Spaces 1 HDCP ACC�SSIBLF. SPACE OFFICE AREA: 12 Spaces Required (CONTROLS) 1 HDCP ACCESSIBLE SPACE PHASE II: TOTAL REQUIRED: 12 SPACES PHASES I & II: TOTAL REQUIRED: 37 SPACES LANDSCAPING AND SCREENING: B-3 DISTRICTS: NO ZONING BUFFERS B-2 DISTRICTS: 25INACTIVE BUFFER & 25' ACTIVE BUFFER WITH FULL SCREEN LANDSCAPING for PARKING AREAS: 1 Tree Per 40' Perimeter Perimeter Screen Along R-O-W & Adjacent Properties (3' Nigh Evergreen Hedge) 51 Interior Landscaping Islands 1 Tree Per 10 Parking Spaces PROPOSED DEVELOPMENT: PHASE I: OFFICE & WAREHOUSE COMPLEX BUILDING: 11,250 Sq. Ft. - Five (5) Office Units Office Areas: 7,500 Sq. Ft. Warehouse Areas: 3,750 Sq. Ft. PHASE. II: OFFICE & WAREHOUSE COMPLEX BUILDING: 6,000 Sq. Ft. - One (1) office Unit Office Area: 3,000 Sq. Ft. Warehouse Areas: 3,000 Sq. Ft. PARKING: 42 SPACES PROVIDED (INCLUDES 4 VAN -ACCESSIBLE HDCP SPACES) PARCEL DEVELOPMENT: 2.2.811E Acres REQUIRED OPEN SPACE (25R): 2.2R115 Acres x 0.25 - 0.5703 Acres PARCEL COVERAGE: OFFICE & WAREHOUSE COMPLEX: (TOTAL) BUILDINGS: 17,250 Sq. Ft. PAVED AREAS: 33,511 Sq. Ft. WALKWAYS: 2,132. Sq. Ft. TOTAL AREA: 51,893 Sq. Ft. (1.2372 Ac.) OPEN SPACE.: 45,474 Sq. Ft (1.0439 Acres) (45.76%) -Open Space is considered to be all lawn and slope areas. F.A.R CALCULATION: BUILDING AREAS/LOT AREA </= 1.0 17,250 Sq. Ft./2.28115(43,560) Sq. Ft. - 0.174 11 SERVICE STATION REPAIR-, INC. KERNSTOWN BUSINESS PARK LOT 11 - SECTION 1 BACK CREEK MAGISTERIAL DISTRICT LANDSCAPING: PARKING AREAS: PHASE 1: 1 Tree Per 40' Perimeter (1.34' Perimeter/40' - 3.35 Trees -> 3 Trees Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 5,982 Sq. Ft. (5,882 x 51 - 249 Sq. Ft.) 1 Tree Per 10 Parking Spaces (19 Spaces/10 - 1.9 Trees - 2 Trees) BUFFER: SCREEN FOR THE B-2 ZONING DISTRICT (REAR PROPERTY LINE) PHASE 11: - 25' INACTIVE AREA 1 Tree Per 40' Perimeter - 25' ACTIVE AREA (101' Perimeter/40' - 2.52 Trees -- 3 Trees - FULL LANDSCAPE SCREEN Perimeter Screen Along R-O-W & Adjacent Properties Note: The wood fence has been deleted because (3' High Evergreen Hedge) of the elevation difference between the 5% Interior Landscaping Islands parcels. A six foot elevation difference Proposed Parking Area: 4060 Sq. Ft. exists between the parcels with the 0-3 (4060 x 5% - 203 Sq. Ft.) lot being lower and therefore the natural 1 Tree Per 10 Parking Spaces buffer will be used. (13 Spaces/10 1.3 Trees - 1 Tree) ZONING NOTES: I. EXTERIOR LIGHTING SHALT, BE PROVIDED FROM BUILDING -MOUNTED LIGHTS, PHASE I: ONLY. NO POLE LIGHTS ARE PROPOSED FOR THE DEVELOPMENT OF THIS OFFICE PROVIDED, PERIMETER: 3 ea. LITTLELEAF LINDENS COMPLEX. ALL LIGHTS SHALT, FIE DIRECTED SO THAT THERE IS NO GLARE OR 18 ea. FLEMER ANGLOJAP YEWS ILLUMINATION OFF -SITE. INTERIOR ISLANDS: R30 Sq. Ft. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE., HAVE: BEEN INDICATED ON THE PLAN. INTERIOR TREES: 4 ea. LITTLELEAF LINDENS 3. ONE OUTDOOR DUMPSTER HAS BEEN PLANNED FOR THIS SITE., PHASE II: 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY PERIMETER: 3 ea. LI'."LELEAF LINDENS EXISTING ENVIRONMENTAL FEATURE. 10 ea. FLEMER ANGLOJAP YEWS INTERIOR 5. THERE ARE NO OUTDOOR .`:'r('RAGE FACILITIES PROPOSED FOR THE DEVELOPMENT ISLANDS: 320 Sq. Ft. OF THIS SITE. INTERIOR TREES: 2 ea. LTTTLELEAF LINDENS 6. NO FREESTANDING SIGNS WILL BE CONSTRUCTED AS PART OF PHASE I OF THE DEVELOPMENT OF THIS SITE. IF A SIGN IS DESIRED AS PART OF THE PHASE II DEVELOPMENT, THEN THE SITE PLAN SHALL BE REVISED TO INDICATE THE PROPOSED IACATION OF THE. SIGN AND A SEPARATE APPLICATION SHALL RE MADE. FREDERICK COUNTY, VIRGINIA INDEX TO CITY/COUNTY LOCATION EX. PROSPERITY DRiuE P, /, /V. 75-A-2G R. T, & T. PARTNERSHIP 08 6162, PG 648 ZONE.;• 8-3 USE.• VACANT r/ \ ' EX, CUL -DE-SAC eQp�aJ. PIN. 75-A-2C SHENANDOAH FOODS, INC. D8 835, PG 425 ZONE.. 8-3 USE- COMMERCIAL/INDUSTRIAL VICINITY MAP 1" = 1000, PIN 75-A-2G REVERSE CONSTRUCTION INTERMEDIARY D8 929, PG 799 \ ` ZONE._ 8-3 USE- VACANT � ti�sF 1 HORTON %INVESTMENTS, L L C 08 954, PG 7069 ZONE.• 8- 2 USE.- COMMERCIAL/INDUSTRIAL PAINTER—LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200 � WINCHESTER, VIRGINIA 22601 (540) 662-5792 �A>uTH per` TIMOTHrY PAII NO. 18260 s ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD C&G 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. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER 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 PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED 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 TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAT t UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET •00.00 PROPOSED SPOT ELEVATION X(00.00)i 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). SERVICE STATION REPAIR, INC. KERNSTOWN BUSINESS PARK LIST OF DRAWINGS SHT. 1/6: COVER SHEET & ZONING NOTES SHT. 2/6: CONSTRUCTION NOTES and E&S DETAILS SHT. 3/6: SITE LAYOUT & LANDSCAPING PLAN SHT. 4/6: GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 5/6: STORM SEWER and FIRE LINE PROFILES SHT. 6/6: MISCELLANEOUS DETAILS FINAL SITE PLAN APPROVED Sri Pla.,,_ -7� Yg •Oo APPR ED BY HE ZONING ADMINISTRATOR FRE RICK C UNTY, VIRGINIA ZONING ADMINISTRATOR DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1/6 FILE NO.: 0008001 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 THF. 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 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. FO 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC 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. 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. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALT, BE CONFINED TO TILE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE PROSPERITY DRIVE R-O-W. 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. ALI, 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. VEGETATIVE COVER SHALL 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/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYF.GRASS 30 lb/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 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. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE AS DIRECTED BY THE PROPERTY OWNER OR HIS REPRESENTATIVE FOR FUTURE FINISH GRADING. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALI, BE OBTAINED BY THE CA GEO TECHNI L ENGINEER. ALL FILL APPROVED BY A CERTIFIED CONTRACTOR AND PP T MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 952 OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 4. NO BLASTING SHALT, BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALI. RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE 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.C.S.A.). 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY F.C.S.A. 3. THE PROPOSED SERVICES SHALL, BE COORDINATED WITH THE F.C.S.A. AN APPLICATION SHALL BE MADE WITH THE AUTHORITY AND ALI, APPLICABLE FEES PAID AT THE TIME OF APPLICATION. 4. THE PROPOSED SEWER SERVICE. SHALT, BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.fO% THE SERVICE SHALL BE CONNECTED TO THE EXISTING SANITARY SEWER SERVICE LATERAL AND INSTALLED AS INDICATED ON THE SITE PLAN. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 5. THE 1" DIA. WATER SERVICE WITH A 1" METER SHALL BE INSTALLED AS SHOWN. 6. THE F.C.S.A_ MAINTENANCE DEPARTMENT IS RESPONSIBLE 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 1811-21"; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALI, BE IN PROPER WORKING ORDER. IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 7. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THF. LOCATION OF THE TAP AND TERMINATION POINT OF THE LATERALS ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BF, MADE AND FEES PAID. S. THE F.C.S.A. SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 9. IF APPLICABLE, THE CONTRACTOR SHALI. TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE, INTERIOR DROP CONNECTIONS SHALL BE MADE FOR THE CONNECTIONS TO THE MANHOLES FOR THIS PROJECT. 10. THE EXISTING WATER MAINS AND SANITARY SEWER MAINS SHALL BE UNDISTURBED AND REMAIN IN SERVICE DURING THE CONSTRUCTION PROCESS. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS AND ON -SITE STORM WATER MANAGEMENT FACILITY, AS DETAILED ON THE PLANS. THE RUNOFF DRAINS INTO THE PROPOSED ON -SITE STORM SEWER SYSTEMS FOR WHICH CONVEY THE STORM WATER RUNOFF TO THE ON -SITE STORM WATER MANAGEMENT FACILITY. THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL OF 759.30. SEE THE ATTACHED DRAINAGE CALCULATIONS AS PREPARED BY THIS OFFICE FOR THE FOR CLARITY. THE OFF -SITE STORM WATER RUNOFF SHALL BE CONVEYED TO THE PROPOSED ES-1 END SECTION BEHIND THE PROPOSED PHASE I OFFICE/WAREHOUSE BUILDING. THIS PIPING SHALL CONVEY ONLY THE PRE -DEVELOPED RUNOFF CONDITION. NO POST -DEVELOPED RUNOFF VOLUMES SHALI, BE PERMITTED. THE OFF -SITE DEVELOPMENT SHALL HAVE. ADEQUATE. MEANS TO DISSIPATE VELOCITIES PRIOR TO CONVEYING THE PRE -DEVELOPED VOLUMES TO THIS STRUCTURE. 2. ALL STORM SEWER STRUCTURES SHALL HAVE A VDOT IS-1 FLOW LINE POURED IN THE BOTTOM TO FACILITATE FLOW THROUGH THE STRUCTURE. 3. ALL SURFACE WATER SHALL BE CONVEYED To THE ON -SITE STORM SEWER SYSTEMS BY THE PROPOSED CONVEYANCE CHANNELS, CURBS, CULVERTS, AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALI, DOWNSPOUTS SHALL BE PIPED TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDING. PAVING AND CONCRETE: I. THE PROPOSED ENTRANCE, ROADWAY WIDENING, AND ON -SITE DRIVE AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2• ALL CONCRETE SHALL BE VD0T CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE. IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3 ZONING DISTRICT. 2. CONFIRM THE LOCATIONS OF ANY UTILITIES ABOVE OR BELOW GROUND PRIOR TO THE COMMENCEMENT OF WORK. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT UTILITIES OR ANY OTHER STRUCTURES CONFLICT WITH THE LAYOUT SHOWN ON THE PLAN. 3. VERIFY THE QUANTITIES SHOWN ON THE PLANT LIST WITH TOTALS INDICATED ON THE PLAN. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT DISCREPANCIES EXIST. OWNER NI PRICES TO THE O FR AT TIME OF BIDDING. SUPPLY UNIT 4. ALL MATERIALS ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROVIDE THE OWNER WITH A TAG FROM EACH PLANT SPECIES AND A LIST OF THE PLANT SUPPLIERS. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, USE PLANTS WHICH MEET THE NORMAL REQUIREMENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LISP ARE MINIMUM SIZES AGAINST WHICH THE PLANTS WILL BE JUDGED. FAILURE TO MEET THE MINIMUM SIZE OF ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT. 7. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCHED BED WITH SMOOTH, CONTINUOUS EDGES AS SHOWN ON THE PLAN. ALL MULCHED BEDS SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. APPLY A MINIMUM OF 4 INCHES OF MULCH UNIFORMLY OVER BEDS. TREES LOCATED WITHIN FOUR FEET OF ANY SHRUB BED SHALL, SHARE THE SAME BED. GRADE FINISHED PLANTING BEDS SO AS NOT TO IMPEDE SURFACE DRAINAGE. R. STAKF. AND GUY ALL TREES ACCORDING WITH STANDARD PRACTICE AND/OR THE SUPPLIERS RECOMMENDATIONS. AT A MINIMUM, ALL DECIDUOUS TREES SHALL BE DOUBLE -GUYED WITH 72" HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH 19 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALT, BE 2"x2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALL PLANTING BEDS. 10. REMOVE ALL TAGS, TWINE AND CONTAINERS FROM INSTALLED PLANTS. ROLL BACK BURLAP ONE THIRD ON ALL B&B PLANTS. 11. PLANT SUBSTITUTIONS ARE PERMITTED WITH CONSENT FROM THE LANDSCAPE ARCHITECT AND THE PLANNING DEPARTMENT OF THE COUNTY OF FREDERICK, VIRGINIA. 12. PREPARE THE SOIL IN ALI., BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE., PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF TNSTALLATTON. TONF, CONSTRUCTION ENTRANCE. FILTER CLOTH- MINT -4-T SIDE ELEVATION If WASHPAM to, :I VDOT 91 PUS ISTIVE DRAINAGE W "IN COURSE' AWPEGATF TO EVINIENT W10114 PLAN VIEW 12, Mall SECTION A -A •�' ���y��� �`�+� ���� ems CONS TR11C 770Ai 01• A oil T FENCE.' (Wilwo(IT wmv . (/11PoR .) I SFr THE; STAKES 2 XXCAVATF. A 4• X 4' TRENCH I11PSILOPE ALONG THIN: LINE Of' :ITAKCS 6 FAA• o11 , j FLOW i j � 3 STAPLE FILTER MATERIAL. TO ,STAKES AND EXTEND IT INTO TIIE TRENCH FLOW 4 BACKFILL AND COWPACI THE EXCAVATED SOIL SKEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT 13 DRAINAGEWAY INSTALLATION (FRONT ELEVATION) ado F- baseq'a.nw'eatse.wr[wu.wu: - _--- aeaAn6uwM•7QrA» [t•=f': Welrad.Ir}'•d.,rel�-G«w...Le a.ow»e. ,Vee y'i�w^ ..w w re e11R. i---'^- -f Y-�_.--_ .L=6oG• W SNrMF• -. � `-w•«m .tow�� a c _._�� �11N•d.«Fnw . 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Ire. rae « M•AMnD cw j • _ _ _.- _ _�1.� ar.+o. w.� w .. 1 e I -3T� ro . Nor sw . x..rdr.. e•1* 1n..«.. crr.w . ♦Aa1 et•re•o .ILA W I1y.I,dee r. ae ore..d 1« ,r e.Dc.r. •e. «a 0.01 rcn, ..weer A w, •. q..«e. «. lMn.eN D.e.ey W M udrdaen N«. «en«.A Irr.T •e T • � �-_ r. d•-� a•� [•. >• Ire rwabldee Ged *SWAT [...0 plow r ~ 2w 2 wt.ec w aft M-SECTION A-AJ . _ .b.. nwr s c.a. r wren • Y » n..c. +• wecee .. I e•te1.e rr U-. lb. > r reeve•. eM INN.[ « ore. Tee -N daeeadn. NM.n ..:M mee«Af D.a caec 1I W w, Yr.bM edl be.rre.c•. b ►• ews . r r .et•Ar w r .a W r r w .+r .e•r.er u TA1, WMN v4EC m eeH1 be. a* nowt AI M.-'am,..N fe Par fee at .te «.Ic" of",." :aq. r +r. I: .,� w .•eI .ew. " rww . etw A046mT TO :.Ue! d-eeeen. We afro ft ee, d.«e "w W.e..n.lr Dct , Dr1.M«oD. MI WITHOUT GUTTER .rd.Ieer.ed 6,..r .......A, I.e.. r» e.M1tle.c eelw ..ere n ...a r .." ...Me,..«• • w . ...• ••e•• •. .«.r«. '.e ew. ere» .....1.. •.. •n M.. Shot I of 2 STANDARD CURB DROP INLET SPECIFKATgN 12N-W PIPE MAXIMUM DEPTH (H)=8' REFC!gKC VIRGINIA DEPARTMENT ;C,4 d9 1 TRAN5 TATION i 011 `/T 1,, /' (:'ONDI TIONS A q I I i -I PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNFL 0. ; 1 SECTION A -A rILTtle 'f"tH KFY IN . N RE,'l,.I.1rNIlEU FOR F.NTIRC PERIMETER j A I A ado (MIN ) f ---- -1 PIPE OUTLET TO WELL DEFINED CHANNEI. PLAN VIEW d SECTION A A T ►11tRR CLOTH KET IN 6U RECOMNENDICD FOR F.WnPE 11CRIEIVIER MOTE", I APRON UNIN G MAY RE RIPRAP. GROUTft RIPRAII. GABION BASK" OR CONCRETF: ' 2 IA W THF. UNGT11 OF THE RIPRAP APRON Al CAxwATF.O ItSIEG I•LATES 318 3 AND 310 4 t d - 15 huts TM MA1E1idtHe 5TORr AlANETER MIT NOT IA1R ?"m e_tNCHO SILT Fb.'NCV 1)R01' INLL'7' P1?0TA'(710N r .• VOEIP FOAM 1 M I• "A■ -, -- �fvA 1 F1ER I i _ `•,,,, ,loss PERSPEC" TIVE VIEWS hill _ 9 ELEVATION OF' STAKE AND �' � _�=• FABRIC ORIENTATION DETAIL A 9PSCIFIC APPLICATION THIS 1fETHOD OF INLET PROTECTION IS APPLICAHLF. WHERE THE INI.F.T DRAINS A RELATIVELY FLAT AREA (SLOPE: NO GHEATTR THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING I CT S.) ARE TYPICAL THE METHOD SHALT. NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS ft•IA a 1?0(1"A- ('/1 h,'('h' 1),441 2 ACRES OR LESS OF DRAINAGE AREA ,I I FILTER CLOTH (OPTIONAL) - (DOWNSTREAM VIEW) COARsr AGGREGATE FLOW 3 ' 2 10 ACRES OF DRAINAGEi ► iWIN FILTER CLOTH • mod'*�.��'!• ems•. (OPTIONAL) '�iia�t6i �+ �f+� • (DOWNSTRFAM VIEW) COARSE ACORFGATF .� . .I'.. d• �..��. 7'0f_;' RG'QIJIHAWA' T1 ' FOR BANK-''TAHIL17,ATION FIIj'F;R C1.,0j'1-I UNDERLINER (PREFF.RRt-..D) GRAN ULAR_ FILTER DI -I 6rd. w rM Icd•.o.d amw " at W-or, ts/r FATES Far do"r Std ST•1---d-2•�--� 3'f 0».ar had. k%b eaw dep. in b Me 10 Fa "aw th"o .� f e -►-- T--- _ - side•... DI-IA 1 it Cwd t2•'• Rt»n .puled ode fti wrwf »bbe idemeed 1 - - - -• "c Ir. Prdm . ». mrd S,D.ed1 IS- I. The cm d c N I H a k' • - - AIR, 1r•rw..1e oed o[ace" aR emb•Ka cFAN &" 10 d. l ! � f Lf d 6erNew. "'0e'"4 H b a .c.Nraea n .e p..;. dd tw R» prep I i � yI, � L� • � � FF-[Y-�1[ N- +YF calpwd fN z, vTT in . TM RM• may be erocdsl 01 cost,, owe �- -- A. am. e»d. _m b b. Clete A 3 FV ja D, ' Sam Sfrw 10107 ' .w J-- ' Ttd'1f dl.e.dc.e aft ee p ti tedtbrp •M a wd»d +-T- W we Mee .reel be n.deendA few to t 41 *A ea - SECTION A -A MI P" b ud to d N[ sbls[vd rwn'F'arNNd,dM[ w. D[e1a.•nae" Fv WWORw 0•111mo[ie •m eK r.--_4•-Y-�'1 m1 fold wrw alefl! Iledw«-W bt tfe CatNa"pr PLAN e 4 .6'Sa.ewA pew[[ p elfin. 12" CONCRE?E pUANTITIES FOR MIN DEPITH r'r. meal a. f. , w a. olAfs pee A fe'. dare) ((((.,m N« rYobeaI C- C le be CYde am on son e4ecdnt e0 berd% of aN "r.awre,.» aaen ef ■ e .Yteaee +• 12' I eec op 1 e40 Cr Id. Coewd» slgdd w. twl.e nr't. b d1.... ertrq 1 ,eaep not..en 12'.72' DbAc ned.o. ro flAdtdt4 oVawN to erd..M sNfa a c.wK IK rove, a, ewaareew at" .... sditiomw IS" cUN me 1526 er.TtiL Geer» ­1 d .afr � /Fr ...pttp Tr aell d feave R. re, d» 0 OS men -". 4 «I" a 0_0.. 2'a F a60 try be M I:dR r.1. 1 KO C. Tde G1.Mrd1. fee, s.ge.I MI be a C.bd n h Pete bid d meee.s1111 ofs.�� er.c.r.c te.., b Vowddl Pw lMnderd T-D. 3, ♦ iA m Ap Ode 0.4N Gn: � Me W.M. I j9ECTION STEL--.•--_i1ECTtOM CAR WAN -- ---- _ NOTES Lop IV In @dw eiN caf e, i o» I -T 1 I i C I I Nn a .one,a 1.wiNWs of aFdl.rMe. I %metnd 0. webol w R. E.ye.e«, --_-. L I 0 y ! -1 i � - -Ww far the Mt dpd a Ra n4.vNveoso ceft. en I WuSTEEIb CEiT '� i -a 1' N». IMJ �-Ashm 2«+ 1., }A40.a»c,ws _ d1.tlN -� t� J,'•.I ,t`� � � sECTaN c-c T•4 SECTION 8-(3 •.�w•r APPROXIMATE WEIGHT w V" Ow At• bar 5'.. _%3 a 16 m. DETAILS OF COLLAR AND GRATE S.T INDARD DROP INLET 12 PIPE MAXIMUM DEPTH (H)=10' ✓IRGJNIA DEPARTMENT SPECIF'CA''pN REFERENCE --- N- 7 7A, 78 I A ri W q a. W..» WOW dM o.el. � -�- , : -- ..-.- '- ,real be 0vmmwl. a sw po .IMe n R» -- - 6, J-O 02-7i'Fleel PLAN � (f,OIER REMO+[el rtwo,") .» WIRREeriEO!Hs. 0 4 I 'i 'S.F1rw..� .a 4w.Y w!ST-1. rm. Cow '+ if«a+.N tw at.[I LI21 I • - •• e �uNw. IF«aR wu�ira zatt • it f ■ eaeR Na• . IN t 1 :2•.Ir*mec nee... ,upe t i • A � rrl. a daAve.ed a" • 1 we, IeYNroe.1 eaa .d. 003 - NeeD -me, „ ' - .. •aerw ; cftoater 4 meet,F 0. .Pe clbath »he,w Nr !; o o.e1M d snwbr•. v Y ; crwd. I SKTM wcciiMEMDED M"WM CAST IN PLACE _ HEFOHT CHART _.- FOR USE WITH lr TO 4r P+FEs fo1 0990" d ?•eewl OBI t wt .bow, I-- eRR ,; 0 me4Alod ----��,, 1rMar d.MtV rdltr Prert Unit AwwMh 1 D1A6rem, pAge 102.01. .-_!t --- rt-- - _ r _ Flat Y' IS' T-_T--.- -- - AeeAet Gwlwtl Not" , Peke end 103.02 Ire 2r 1 0S6 7 r ' .z' APPAeaG,e PrecaR Mw. Row wad TV - it r E 3W I t oom_ Z4 nor r-4 3-f �7 !-r a. Death. vtWae to3.07 1RNN 101. tI. { -x _ 7 r ._ t v_ 114? 1A4e FI4S 126! 18i LTV set .eVAVYe Ierd.ce weYd.ydaeFa6et'p afee.4*04.1 c.�tir fy, "-'0 c.,y..c-'eat Mwflp mRy W Rry..w r a•t. pace Twe K�• CT c. RECA`) etn9 hAe d I.Peco Me deep m W Ixor.dea •n daDest bglr.a. r I d'T - ,b q~ rJENCRAL NO s d-tA- S•.F gww Rat d.M -do e m o vlaw go W-Aw -are f.e w..r a ro w olam ..x.nanc. ee, SN sa•wY.N .s.. e" b •.ee •..IF,pyl o•r.. rae *epe e..w m. bt at.Nw ,0 Wan ,rlr. o1.e.Fdae 0-76-- D.bMe qa»r elm ttq ntr ofto d .q ewrew •.D aAea t5 I ,4r aebae an . be beetewM a ere. 'm 4.d A[ aI- r SM. PH Srhry Si -be «c 10 W provided .c IF min.mllm And ,r ref- ! it we .1 i..1 deW.O I.Y.. A W rnrYe.ed .rl a A. fM awe• « /. dab» a. c.•.•, CaAY .M aeI eed.w d veto Vepl .R1AYet' •. ��», , +erf..el nlen«. •rui 2.d _ OdFY r tFNw 2w2 - open.na. br cw.. - .r• 10 tN .oecW .J Y no. ID cDMNy wM ' •s )••ecnd M tM E�y.m« ''. SPECIFICATION - --- -- ---- REFERENCE STANDARD MEDIAN DROP IINLET 24; 503 VIRGINIA DEPARTMENT OF '.RANSPORT/AT'ON ---. ---- _ - Shoat 1 of 2 104 22 1 DIRECTION 01 I �1•-6" I .,.�.•*� x •n2vrtu�n I C ORIGINAL t^,R(DIiNC ELEVA71ON L--CLASS I R±P-RAP ** COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 TEMPORARY ROCK DAM N.T.S O ti Q. U V) W C) FW- Q O I O Z C v W 0 Z V Jd � W Lj �1 p ~ V C.� _z 3 Q V ZCc > W W IF= • � W Z iW Z O to p ra v'ammomme o�'WcY W W La V W LAJ Y V LA_ LAJ 0 Q Le, V J a 0 O N 01 0)V (7) r3nO / (D t" L If) . N I L!�. 0. In D v ` •• v W N O J^ �' U CI .. x )c LL o (ova M �I,1,TH OF L l © 1111e rtr A7. Pl71X I GI{ 9 No. 18260 1 ��T ONAL SURVEY. C.I.: Painter- Lewis, N/A P. L.C. DRAWN: JOB NO. TGP 0008001 SCALE: DATE: N/A 09/29/0 SHEET: 2/6 / F� NOTE: A TEST PIT DETERMINE WAS USED TO l THAT THE EX CAM SEW S EX. CUL-DE-SAC FOR PROSPERITY DRIVE--- ' � SERVICE LATERAL IS A 4"0 PVC SDR-21 SPEED LIMIT: 25 MPH (ASSUMED) 0 LINE WITH AN INV.=758.45 SIGHT DISTANCE: 250' (+} -- 45' �}• '� I \ DI- 7, Type III VDOT NOTE: TOP=760.00 AT SUCH TIME AS PROSPERITY DRIVE-----_/ ___.55.00' Inv In=756.70 IS EXTENDED TO THE WEST FROM THE C Inv out=756.60 E CUL-DE-SAC, THE PROPOSED ENTRANCE X. LATERAL / Inv.�758.45 +/- SHOULD BE RELOCATED SO IT WOULD INTERSECT THE EXTENDED ROAD GEOMETRICALLY PROP. 50'-4� SAN. ON A PARALLEL LINE TO THE WEST SIDE OF SEWER LAT. 2.0% - ` P.I.N. 75-A-2G PROPOSED PARKING LOT (PHASE 1) ` \ / REVERSE CONSTRUCTION INTERMEDIARY ��. OB 929, PG 799 2' NDC' �) 2' NDC / �4B• Cj ZONE.' 8-3 20' W o O ii, USE. VACANT ES V) 1 0 WATER �UQ�• O OS'O P. /. N. 75-A-2G / \ SE ICE LAT. 8 �0 �`� O R. T. & T. PARTNERSHIP OB 662, PG 648 5� , 18"0 ES-1 .1 "0 COR �. G5.O� /���� s / � `n �q \ v-757.00 ZONE' B-3 NOTES: USE' VACANT / / �\ STOP R 0G� v� �S9SrF 1. NO OUTSIDE STORAGE AREAS 8"x6" TAPPING 1"0 WPM O�t SO ARE PROPOSED ON THIS SITE. �_ o x r 57'R & BOX t, O 00, 2. LOCATION OF UGE SERVICE SHALL BE SLEEVE, &VALVE / •' 23' nr DETERMINED IN THE FIELD WITH THE TAP BY F.C.S.A. / •O?, / u u APPROPRIATE UTILITY COMPANIES. FH ASSYTC Q •;�vQ¢ G \ / 4 '1 R FQ, Q .4.S C-3 DI - . L- 2.5' TO=762.00 1�� r C y, \�� • / ~ 77 B6OaA Ou � S�Op Q°�'Q `s ?c9• �O 4 / SO 6'' G O 00, � i✓P;/ 5'R LIMITS OF p CO°?C' �F p S< 4+ O� O `t ♦� / HEAVY �' O - tiC Q O 0 , �,�. y1P �,JQ ���\1POE •�,1 / 50'R / TC 5' PAVEMENT U Q ., 00 �ql O �• Q'�^�.� \ \ G TRANSI ION 4 ; 2 . s� ,Sry�Qc�'y �s©0 • \ °C�C� �° �p ��G�°�1`,Gk, O �� \`k /�V �:��lG (�� v''�a 3 TM �V� O \ Q 'O + %' •�•• 3 GS QQ O� O�Q O� �Q� �O ��,' P Q• o pD• 4•C' �� °� Q GO��Q 'e��j�i w hV.�• `c! FULL SCREEN DETAIL N.T.S. �Q QQIlk"�Gk�' GG`�k.�R' /j0, 2• NbC t OA A DI-1 Inlet TOP-759,50 Inv Out=756.50 00 a1J� P�P6hO? / / \ QOPO�'��\Gi / / P PROP. ? yF ��S O \ J> R 'S Q4°?`� 00 ? UO' BUFFER NOTE: DUMPSl ER 9/,Y D0 GP 00, `P �O' \ ADD APPROXIMATELY 30" TO 36" OF �QQO6 T ®�� / / / (b PADSFcAq TRANSITION ® 6�� Q� TOPSOIL IN THIS AREA TO MAINTAIN A 6' ELEEVATION DIFFERENCE / j. A. SSA• ;�` a a `L6 �� ® Lti ls9,t, �S \ FOR BUFFFER. (A� c GFSF SFk00' Ilk S Oy4g, 'Q 3 TM C' TCG- 6R (,,<yl0p'l�T� ,QF4 DSO `h' \ o f \ \ 'O� P TRANSITION �rYOp'1'C' S1' T T \ l �c r O l LIMITS OF A��S ' SF1y ti !\ \ \"qce S>' F \ 6 G\ ��� ® PAVEMENT tiT \ S8 \ l I v= 7 ES-1 G� \ \ / n 55.50 2' NDC OSF TC O r�UygSF Truck \ GV \ �\ \ OJ p. 10'R �Oi 12 AP EMBANKMENT \ - - 5�'00 "''r - % yC 10 TM / r'�Pv� �ch0�` ?0 5 R O,t,F F a 0 , \ \ \ ' o? Q.o`c -2' NDC Sy. TC aj 4 TM G 4 T Q . TC n � �/ -S7 \ �, �e. 24"0 ES-1 Q1 °Q \G'ys Inv-754.50 FOA tc• J,`.1 � da5 pis \, \ •.�'" -nb� ' '' v° GAF �� �O� � °o �¢�� ' +'� �aoG BUFFER NOTE: o 6' ELEVATION DIFFERENCE SHALL ? <1 S 1(o d F,ti, Oy SF A,*/ BE USED IN LIEU OF A WOOD FENCE. °O �P oQ % ,p ,0 45 c / �, .� `,- 40 Tic I . N . 0 lot eutS• *¢ P.I. Nl. 75-.4 -2 P. /. N. T5-A-2C / \ ` \ .�\ �' 0i�c -V HORITON 1NVESTMENTS, L L C SHENANDOAH FOODS, INC. \ ti `' ��� S° / DB 954, PG 1069 OB 835, PG 425 \ r �Ik, ZONZ£.' B-2 ZONE.' B- 3 R / /N TR/A USE.' COMMERCIAL/INDUSTRIAL / � \ � � � o �, USE. COMME CAL/ DUS L \ f•` \ 101 +r. \ 2 TM c`O PLANT LIST PHASE 1 KEY QUAN BOTANICAL NAME COMMON NAME SIZE REMARKS AP 24 Aesculus parviflora Bottlebrush Buckeye 3 gallon Cont. 5' cc PM 19 Pinus mugo Mugo Pine 3 gallon Cont. 5' cc PN 26 Pinus nigro Austrian Pine 6' B&B 10' cc TC 7 Tilio cordato L+'ttleleof Linden 2-2 1/2" cal. 30' cc TM 40 Toxus x media 'Flemer' Flemer Anglojap Yew 3 gallon Cont. 1 4'-5' cc PLANT LIST PHASE 2 KEY QUAN BOTANICAL NAME COMMON NAME SIZE REMARKScO�Lc TC 9 _ Tilio cordato Littleleof Linden 2-21 /2" Cal. 30' cc \<`q �`F 26 PN 20 10 20 TM 8 Toxus x media 'Flemer' Flemer Anglojap Yew 3 gallon Cont. 4'-5' cc BUFFER NOTE - \\�-0�o� ADD APPROXIMATELY 30" TO 36" OF NOTE: HEDGE PLANTS USED IN THE LANDSCAPE SCREENING ARE TO BE 4' IN HEIGHT <^ \ � \ TOPSOIL IN THIS AREA TO MAINTAIN S l 1 _ (� �� — 2 0 t AT TIME OF PLANTING. OTHERWISE, HEDGE PLANTS SHALL BE 3' AT TIME OF PLANTING. ?fir \\ p+� \ A 6' ELEVATION DIFFERENCE C 10, e T / 11y \ N z&- ��� FOR BUFFER. I II O ti CL U W O III .a Z IC vCL HV ZD Z 4 V Cn A C3 _ Z N tLi J F- C� Z Q !Y Q V 0 y W La Z = O P Y V H VZ��O > IxV W W W Y CZ w V) he 0 M O W tY a V a N � O Qy � U)N r 4j � I i N N � c0 cD -+� O cD l0 V) - E �.0 -x .6, 00 U � 1 It v - WmN is -C C0. _� X (A LL- N O ),yTe of P11M a No. 8260 SSIONAL SURVEY: C. I.: Painter -Lewis, 2' P.L.C. DRAWN: JOB NO.: TGP 0008001 SCALE: DATE: 1 "= 20.0' 09/29/00 SHEET: 3/6 OFFSITE—TO—SWM POND TRUCK BAY—TO—SWM POND �. 0 a W 0 Q 0 0 2 C O W 3 a- W W � Z oW � w N� J N _z Ln V_ ZY LL'< tO 40 It CLy0 <? W W 1- L�:04 _ _ �tZWHZ Z O ILA (A 0 ca t� 0 QZ �� 0� W V H W F.,. W IZ cj 0c� U W Acm NY LAJ V� w Q o ao a d J O CL N 5O N � (n N r N �� I 04 (DD � o co CO c 'L_ o 11 u � d 1 -o Was CO a� L t 1 iWa4+' u a .. 0 N x o ._ `U) N O �A�T H OF �' T1Y0W � PLANTER No. 18260 �o w� ti �SSJONAL in SURVEY: C.I.: Painter —Lewis, N/A P.L.C. DRAWN: JOB N0. TGP 0008001 SCALE: DATE: LO AS SHOWN 09/29/00 SHEET: 5/6 In STORM SEWER PROFILE — --�-------�_- ---- - ------�------------- --- ----- — SCALES: (H) t" =50.0' A B QC D I I 765 - ------ — 7fi5 _ PROPOSED GRADE EXISTING GRADE C NC. �INSTALL CRADLECROSSIN760 760 WAT, SEW. � f SERV. 755 755 PROP. 8.50'-18 RCP 1--PROP. Cl. - III 0.62% 64.U0'- 1 "¢+ RCP PROP. 105.03'-18" RCP CL, III C� 0.5% CL. III 0.5% 750 _ 750 745 745 ------- --- - - Ln —_ - -- - __ N w � 00 FIRE LINE r4 PROFILE _ SCALES: (H) �" = 50.0' 77 7 EXISTING GRADE PROPOSED GRADE 7fi 7 5 ---- 36' Mt ----- - 760 EX. GAS C €� 7fi0 -_ MAIN � L.P. PROP. 191.00 -6"m C, ui SDR-21 FIRE LINE 755 7 5 m a a I w w c� z a w co � � ao in = .Q J a Z o a o I 1-JI+ � � o+oo � � +oo � 2+00 STORM SEWER PROFILE -- �` SCALES: (H) t" =50.0' --_—__ —�_. --- -- 1 2 3 f I iI 7fi5 7fi5 PROPOSED GRADE 760 7fi0 I �-EXISTING GRADE - 755 to'nvc,".26' 755 _ --- 1 -- "� RCP CL. III ® 0.6 PROP. 64. 0'-- i 5"� RCP 750 CL. 111 .5% 750 745 745 C� � v� J � to M r � I CS I O a 0 a' 0 cv 0 °r' a o o� t! � II°��� _ o . `r;', u o �, n o > tea» � � o+oo > > +oo � 2+00 FIRE LINE B" PROFILE —_ SCALES: (H) i" =50.0' 7fi5 7fi5 PROPOSED _ GRADE EXISTING GRADE 7fi0 7fi0 38" MtN. COVER 755 755 -PROP. 5Q 0'-6"� PVC, SDR-21 IRE LINE d vi 750 " 750 r m a. a r- 745 ' 745 w J cn c� z a a o r m ifl �i Q ci J Q 1clif o � o o ►- I + r + � o+oo > > +oo HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND FENCE & DUMPSTER PAD ENCLOSURE DETAIL N.T,S - 2x6 TOP RA 1 x6 BOARD, FRONT & Bi TOE NAIL EI W/ 2-8d N, (EA. RAIL) TYPICAL TRENCH DETAIL FOR STORM SEWER SYSTEM N.T.S. 0. D. + 24" FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL CRUSHED AGGREGATE TYPICAL TRENCH DETAIL FOR WATER & SANITARY SEWER MAINS N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACKFILL 8'-4x4 POST ® 8' O.C. I O.D. CRUSHED AGGREGATE STONE AGGREGATE 2x6 BOTTOM. RAIL ATTACH RAILS TO POST - T W/ 3-10d NAILS I i (EA. RAIL) 12" DIA, PO FILL W/CONI NOTES: ALL LUMBER SHALL BE S.Y.P. #2, PRESSURE TREATED MATERIAL. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) 5'-0" GATES SIMILAR. PROVIDE GATE LATCH, USE 6"0 STEEL POSTS TO SUPPORT GATES. HANDICAP PARKING DETAIL N.T.S. -.0— HANDICAP SIGN 3' Min. NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. NOTE: • 4" IN NORMAL EARTH FOUNDATION 12" IN ROCK OR SOFT FOUNDATION HANDICAP SIGN DETAIL N. T.S. °MY°1D 12" x 18" STD. ,r 12" x 6" STD. — STD. U-CHANNEL POST END -SECTION 12"-60" PIPE ALTERNATE END- SECTION 12" - 60" PIPE ES - wa «a on ourfel are-oouwN 'Soga.:a an soef aN-+eplleee We feN a ourW f,ro -wows x4f---------- - x x E Cmm a to De -- - E CDnaefe tobe 4000 PSI Min j___-_ 4000 PSI Min ------ ....-- PLAN PLAN - C- --B---C- B -- wa aw T � r. _'� faMrci rfarier�el, I-..Y F �.`.c.L+..M-•-- 7i . D- - _ ..-E --- - - ---- D - SECTION X-X END VIEW SECTION J -x END VIEW - --- - ------ -- - ---pEN FMfI-CR:TIRY P`.eCef9fWe -wer �� T'-�_. ': DIAK A B C D E r a' z•o• r-ar t-(f z-0" I'-9 B 24 9" 7.3 r•9 4•01 ; D� 36" 1'- 3" 5-3" Z'•ID' 02" +1- 9" - 5-3" 7-II b- s zD1e x e ` L—" c - .. . '\ NOTE aee *"fh% sMrn un poM v! bows a En65oc!an aNren fnorn '1 !M cpnlrpplor eNClf -u+erwf - \� !o uw rM afrnpN angn fnp.n m pre r,a!1 .Ienp M rYl M •quo bf _ fM «tffrisrrco m On!onrpn 'O'. SLOPE DETAIL FICATION ERENCE� FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT d TRANSPORTATION f PROP, GROUND RE SEIR VED PARKING VAN ACCESSIBLE E SECTION 1.5" 12.5A(SM-2A) BIT. CONC. SURFACE COURSE ---; 2" IM-1 A BIT. CONC. BASE COURSE 8" 21- A -- �- STONE BASE COMPACTED SUBGRADE — BERM ELEV. = 7 MULCHING OF PREPARED ANNUAL/PERENNIAL BED WITHIN SHRUB BED N.T.S. LAWN - MULCHEI SHRUBS PERENNI PREPARED BED WITH FINE MULCH - MOUND PERENP 2"-3* HIGHER THAN SUR ® 4" DEPTH FINE HARDWOOD BARK MULCH TO BE MIN. NUGGETS, OR SIMULAR, PLACED PAVEMENT DETAILS N. T. S. PARKING LOTS SECTION 2" SM- 2AL BIT. CONCRETE SURFACE COURSE 6" 21-A STONE BASE COMPACTED SUBGRADE NOTE. THE ENTRANCE PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE TO THE ENDS OF THE CURB RETURNS OF THE ACCESS ROADWAY. THE PARKING FACILITY PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING AISLES & STALL AREAS. TOP PROPOSED GRADE 24'-24"0 RCP 0 0.8% INV. OUT 754.70 NOTES TRUCK LOADING AREA 2" SM-2AL BIT. CONCRETE —i- SURFACE COURSE 8" 21-A 7 STONE BASE COMPACTED SUBGRADE - DISCHARGE CONTROL STRUCTURE N.T.S. PLAN 100 YR. ELEV. = 759.32 TOP ELEV = 759.00 = 1 10 YR. ELEV. = 758.98 - 48" 0 MONOLITHIC BASE 2 YR. ELEV. = 757.80 6" O ORIFICE �- INV - 754,70 ELEVATION CURBING & SIDEWALK DETAIL N.T.S. EXP. JNT. MATERIAL - 6 _ (OR AS SHOWtN ON PLANS) Slope: 1 /44": 1'-0" REVERSE PITCH Slope: 1 /8": 1'-0" CG-6R (Typ.) 4" CRUSHED STONE -- 4" TYPE "A" CONIC. (30)00 PSI) 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) STAIR DETAIL N. T. S. 11" CONCRETE STAIRS EXPANSION JOINT MATERIAL -- #3 REBAR (Typ-) 4" CONC. WALK ROUGHENED SURFACE ON STEPS & WALKS (Typ.) M r r-1F-- 6"x6"xW1.4xW1.4 WWM SLOPE 1 4":t'-0- ---4" CONIC. WALK -VAPOR BARRIER —4" VDOT STONE BEDDING 4" VDOT STONE BEDDING -----UNDISTURBED OR COMPACTED EARTH UNDISTURBED OR COMPACTED EARTH NOTE: SEE SITEPLAN FOR NUMBER OF TREADS DUMPS'TER PAD DETAIL AND RISERS AND THE HEIGHT OF THE N.T.S. RISER NEEDED. -- - 10' W x 9'D ------ (OR AS SHOWN ON PLANS) Shope: As Per Pion 6" STONE BEDDING g" TYPE "A" CONIC. w (3000 PSI) 6___9xW2.9 WWF f- NOTE (2" Min. CLEAR) THIS CONCRETE PA4VEMENT SECTION SHALL BE USED FOR ? THE APPROACH AREA AS 'ELL AS THE DUMPSTER PAD 3 Q SHRUB PLANTING BED N.T S. NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO EXCAVATED OF ALL E' TO REQUIRED DEPTH W/ REQUIRED SOIL MI MULCH TO BE 3" DEPT COMPLETELY REMOVE STRINGS, RIBBONS, ANI TAGS FROM PLANT, REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL.. SCARIFY ROOTS 01. r BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT -- TREE PLANTING N.T.S. 2" STL. TUBE (TOP RAIL) 1" STL. TUBE 0 4.5" o.c. 1" STL. TUBE (BOTTOM RAIL) TOP OF RETAINING WALL 2" STL. TUBE 0 6'-0" o.c. GUARD RAIL DETAIL FIN. GRADE 5" - - 4 REBARS ® 12" o.c. HORIZONTAL (Typ,) 12" VDOT p57 STONE FILTER FABRIC 4 REBARS 0 10" o.c. VERTICAL Typ.) 3"0 PVC Pipe ® 4' 0.c. - FIN. GRADE #4 REBARS ® 10" o.c. 1 — . 5" '14" �Iri 1• y. Z.. #4 REBARS ® 12" o.c. (Typ.) Ei" RETAINING WALL SECTION NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE NTH ALL APPLICABLE CODES. STEEL REINFORCEMENT SHALL BE GRADE 60 STEEL (Fy=60,000 PSI). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI. SOIL BEARING CAPACITY SHALL BE A MINIMUM OF 2500 psf. EQUIVALENT FLUID PRESSURE 45 pcf: AND SOIL WEIGHT = 120 pcf. FACTORS OF SAFETY: SLIDING = 1,5; OVERTURNING = 2.0 NOTE: CONTRACTOR TO REGRADE. SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK ---------- RUBBER HOSE — - -- 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED - DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE EXISTING GRADE —� BLACK CORRUGATED PLASTIC PIPE -- SOIL MIX -- ------ COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO -- FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. SOIL MIX L v) _J Q W Z W Y) U (3 Y a a V) � V) WWH-� • � W N Z = (n H V Z o co p �v a2 - ------ N O �" .24 V V Z O U a W ICY W CC (A Q W O m 0-1 J a O N � N 0) Ci) (n U) N r � � v N N c0 CA .0 [ c O r U � 0- _0 d t!� W M `n 1 c O L �c U S a O.[ - p 4) LL N O �PLTN Ot' TN�tN'f G. PAINTER a No. IB260 -0 (I 1 r tltl Cy�� 01N�Ss�ONAU I& SURVEY: C. I.: Painter -Lewis, N/A P.L.C. DRAWN: JOB NO. TGP 0008001 SCALE: DATE: AS SHOWN 09/29/00 SHEET: 6 /�