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HomeMy WebLinkAbout57-99 Michael G. Prelip, Inc. (office complex) - Back Creek - Backfile (2)MICHAEL G. PRELIP, INC. PROPOSED CONSTRUCTION OFFICE COMPLEX COMMONWEALTH BUSINESS CENTER, LOT 5 BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PROJECT: MICHAEL G. PRELIP, INC. CONSTRUCTION OFFICE COMPLEX COMMONWEALTH BUSINESS CENTER, LOT 5 COUNTY OF FREDERICK, VIRGINIA OWNER/ MICHAEL G. PRELIP, INC. DEVELOPER: 510 VALLEY VIEW DRIVE WINCHESTER, VIRGINIA 22603 (540) 722-2200 Contact: MR, MIKE PRELIP SURVEYOR. MARSH & LEGGE LAND SURVEYORS, P.L.C. 139 NORTH CAMERON STREET WINCHESTER, VIRGINIA 22601 (540) 667-0468 Contact: MR. SCOT MARSH 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))-91 E SITE AREA: 1.2180 Acres ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-3, INDUSTRIAL TRANSITION DISTRICT PROPOSED USE. CONSTRUCTION OFFICE COMPLEX CURRENT USE: VACANT ZONING REQUIREMENTS: FAR: 1.0 PROPOSED USE: CONSTRUCTION OFFICE COMPLEX SETBACKS: YARD: REQUIRED: PROVIDED: FRONT: 35 Ft. 86.89 Ft. SIDE: 15 Ft. 31.12 Ft. REAR 15 Ft. 90.92 Ft. BUILDING HEIGHT: PRINCIPAL: 35 Ft. DENSITY: OPEN SPACE: 25% MINIMUM = 0.3045 Ac.) PARKING REQUIREMENT: OFFICE. 1 SPACE PER 250 Sq. Ft. of Floor Area or WAREHOUSES/ 1 SPACE PER EMPLOYEE CONSTRUCTION STORAGE PARKING REQUIRED: OFFICE AREA: 4,297 Sq. Ft./250 Sq. Ft.= 17.19 => 18 Spaces 1 HDCP ACCESSIBLE SPACE or WAREHOUSE- 14 EMPLOYEES (Total) = 14 => 14 Spaces 1 HDCP ACCESSIBLE SPACE OFFICE AREA: 18 Spaces Required (CONTROLS) 1 HDCP ACCESSIBLE SPACE NOTE: THE WAREHOUSE AREAS WILL NOT RESULT IN ANY ADDITIONAL EMPLOYEES ABOVE THE OFFICE STAFF. LANDSCAPING AND SCREENING: B-3 DISTRICTS: NO ZONING BUFFERS LANDSCAPING for PARKING AREAS: 1 Tree Per 40' Perimeter Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 5,628 Sq. Ft. 1 Tree Per 10 Parking Spaces PROPOSED DEVELOPMENT CONSTRUCTION OFFICE COMPLEX BUILDING FOOTPRINT: - Two (2) Office Units (15,000 Sq. Ft.) Office Areas: 4,297 Sq. Ft. Showroom & Storage Areas: 10,703 Sq. Ft. PARKING: 18 SPACES PROVIDED (INCLUDES 2 VAN -ACCESSIBLE HDCP SPACES) PARCEL DEVELOPMENT: 1.2180 Acres FAR: 15000 S.F./(1.218)(43560)=0.283 REQUIRED OPEN SPACE (25%). 1.2180 Acres x 0.25 = 0,3045 Acres PARCEL COVERAGE: CONSTRUCTION OFFICE COMPLEX BUILDINGS: 10,000 Sq. Ft. PARKING/AISLES: 5,628 Sq. Ft. PAVED DRIVES: 8,235 Sq. Ft. STONED AREAS: 15,472 Sq. Ft. TOTAL AREA: 39,335 Sq Ft. (0.9030 Ac.) OPEN SPACE: 13,721 Sq. Ft (0.3150 Acres) (25.86%) -Open Space is considered to be all lawn and slope areas. LANDSCAPING: PARKING AREAS: 1 Tree Per 40' Perimeter (380' Perimeter/40' = 9.50 Trees -> 10 Trees Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 5,628 Sq. Ft. (5,628 x 5% = 281 Sq, Ft.) 1 Tree Per 10 Parking Spaces (18 Spaces/10 = 1.8 Trees -> 2 Trees) PROVIDED: PERIMETER: 2 ea. ZELKOVAS 10 ea SUGAR MAPLES 21 eo. JAPANESE HOLLY HEDGE INTERIOR ISLANDS: 959 Sq. Ft. INTERIOR TREES: 2 ea. SUGAR MAPLES ZONING NOTES 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM BUILDING -MOUNTED LIGHTS, ONLY NO POLE LIGHTS ARE PROPOSED FOR THE DEVELOPMENT OF THIS OFFICE COMPLEX. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE, 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR TRASH COLLECTOR HAS BEEN PLANNED FOR THIS SITE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. MICHAEL G. PRELIP. INC. PROOPOOSED CONTRACTOR'S OFFICE COMPLEX COMMONWEALTH BUSINESS CENTER. LOT 5 BACK CREEK MAGISTERIAL DISTRICT COOUNTY OOF FREDERICK. VIRGINIA INDEX TO CITY/COUNTY LOCATION 63-A'- 86 MERVEL W. ADA,VS 7 ANN A. DUFFEY 85. 18 AC. USE.- COMMERCIAL & INDUSTRIAL ZONE- M2 VICINITY MAP 1 " = 1000, -- -- -- \\\ LOT 5 -- — -- —� -- 1.2180 ACRES 75-A-91F LOT 6 , ( 75-A-910 USE INDUSTR/AL TRANSITION r, ( LOT 4 ZONED.- B- 3 USE INDUS TRIAL TRANSITION ZONED.- 8-3 0. _ \� \ / 75-A-91C i i 75-A - 91A LOT 1 USE -INDUSTRIAL TRANSITION ZONED.- B- 3 75-A-91B LOT 2 USE.•INDUSTRIAL TRH/VJ/!!V/V ZONED. 8- 3 SCALE: 1 "=100' PA0NTEIFR=LEW�8, poLo(co 302 SOUTH BRADDOoCK STREET, SWTE 200 (540) 662-5792 LOT 3 USE- INDUSTRIAL TRANSITION ZONED.- B- 3 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 CATV 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) 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). MICHAEL G. PRELIP, INC. PROPOSED OFFICE COMPLEX LIST OF DRAWINGS SHT. 1 /5: COVER SHEET & ZONING NOTES SHT. 2/5: GENERAL NOTES and CONSTRUCTION NOTES SHT. 3/5: SITE LAYOUT & LANDSCAPING PLAN SHT. 4/5: GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 5/5: MISCELLANEOUS DETAILS and PROFILES 6Jfce. APPROVED BY QT�p���IppE Z/O�(,�0NG ADf�I�I� STRA` OR FREDEMCK l _ - ZONING ADMINISTRATOR DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 /5 FILE NO.: 9907014 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE, 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY' AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY, 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED, THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 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 PROVIDED BY THE OWNER THAT WAS PERFORMED BY MARSH & LEGGE, LAND SURVEYORS, P.L.C. OF WINCHESTER, VIRGINIA. 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 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 SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION, FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE COMMONWEALTH 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. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 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. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE: RATE: MIXTURE RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/Ac. 15% SEE SPECIFICATIONS FROM SUPPLIER FOR COMPLETE INFORMATION. 6. THE CONTRACTOR SHALL PROVIDE ADEOUATE 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 THE ADJACENT SITE 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 CEO -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 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 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 PUMP STATION 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 SHALL BE INSTALLED AS SHOWN. 6. THE F.C.S.A. MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF ALL WATER METERS, BEFORE APERMANENTMETERISSET, 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 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 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. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE, 10. 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 PIPES AND DROP INLET SYSTEMS, AS DETAILED ON THE PLANS. THE RUNOFF DRAINS INTO THE EXISTING STORM SEWER SYSTEMM FOR COMMONWEALTH DRIVE WHICH CONVEY THE STORM WATER RUNOFF TO THE REGIONAL STORM WATER MANAGEMENT FACILITY OF THE ADJACENT PARCEL OF THIS SITE, THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL. SEE THE DRAINAGE CALCULATIONS AS PREPARED BY G. W. CLIFFORD AND ASSOCIATES FOR THE FOR COMMONWEALTH BUSINESS CENTER FOR CLARITY. 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 ;HALL 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 OP SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DR,i AWAY FROM THE BUILDING. PAVING AND CONCRETE: 1. 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 V.D.O.T, CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. THERE WIIL BE NO OUTDOOR STORAGE PROPOSED ON THIS SITE. VDOT GENERAL NOTES: V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) 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 STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN R WITH T CURRENT EDITION F THE V T' WORK ACCORDANCE WT HE CU EN ED 0 0 E DO S 0 AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, 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 VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. .•a---- ---T e,-6 �i q--Tirr.-. -'_' ,.PAY UK CG 13 r 0 ROMP q'e'P••:n�Dw e..e"cID" 7o.t I '•C�'�' -'17 WIDTH OF ENTRANCE --'-Y' "eOtment . 411.4`+g1r gip.,_ S;nEWALr '3�• rf a �� � �w '. e.. �-EX1N/SgN ,/OINi - 0 •5 8' Sara a - PROP SIDEWKx ' Etpofao Aj&ert• Fw t," F ctPANSIOFI Ilial� I • F - --.:i19 FLOW LaR - - - -- __FLOW WIDTH OF GUTTER - EXPANSION JOINT MAIN ROADWAY PAT LINE HALF PLAN A '�- . 3" 8ors a '2" c c -PMMafaW .On.lry°ign 70✓+1 F«miaalf Constr"c14n Wmi !. _ - IS"----P«mosebr Conolr "c tier. :ant SECTION B-B SECTION C-C SECTION D-D of E.ppsad oW.got. orta.ar 1« c✓o romp treetarnt wo-- sra ,t :.....1"r+ eam ;tenon° CG J n CC 7. tM cape ION on The Stnan:.t to off oor"sted to „atca tla Ww ablo cwb c 19✓plan CO•tJ_- NOTES Prop 7" S.daapa a to oe = " wafta60mdv ati Ew4i aft OF wq Wfft"aett can:•.clwn MW --A '~ad bar, P,Oaaaaa 7" spa loco to " ,w.4 ' A-3 .n+oae In ..poses SWo9o,- I~ Kati b«s ale ;o 0. !.o 5.8" Macao cli to .eme, :wne boc. of c✓b nW-aepM v wv.oA Mi,mtsn .or.cr•l• oe« P/2' N 0111 afro ae,ansrons pro+ .Faen Pa lhf Sawe ale :^anal CG-90 TNS r o,, slip ^. :Dplw� to Ji tlp . �Sanaar:5 aS ba -oo or.s.s S"""T°" COMMERCIAL ENTRANCE RF[tMC! � - (HEAVY TRUCK TRAFFIC ANTICIPATED) 502 VWCMA DEPARTMENT OF TRANSPORTATION _ i Zo3 SO ' STONE CONSTRUCTION NOTES Prop 7" S.daapa a to oe = " wafta60mdv ati Ew4i aft OF wq Wfft"aett can:•.clwn MW --A '~ad bar, P,Oaaaaa 7" spa loco to " ,w.4 ' A-3 .n+oae In ..poses SWo9o,- I~ Kati b«s ale ;o 0. !.o 5.8" Macao cli to .eme, :wne boc. of c✓b nW-aepM v wv.oA Mi,mtsn .or.cr•l• oe« P/2' N 0111 afro ae,ansrons pro+ .Faen Pa lhf Sawe ale :^anal CG-90 TNS r o,, slip ^. :Dplw� to Ji tlp . �Sanaar:5 aS ba -oo or.s.s S"""T°" COMMERCIAL ENTRANCE RF[tMC! � - (HEAVY TRUCK TRAFFIC ANTICIPATED) 502 VWCMA DEPARTMENT OF TRANSPORTATION _ i Zo3 SO ' STONE CONSTRUCTION ENTRANCE 70• Nlil EXISTM -- ----- A PAVEMENT 5:t FILTER CLOTH r MMM A 017 MOUNTABLE BERM OPT1OUL ) SIDE ELEVATION Elils7ul, GRouro __0, MIN.-_- -------- B 4ASNRACK to, Am (OPTIONAL) • 12' MIN, I"---- EXISTING PAVEMENT VDOT at POSITIVE DRAINAGE 1(r MIN COURSE MUST EXTEND IF Nr.WSS t a a 12, wit LAN VIEW �x II IL rR CLOTH REINVE111i I IONCRETE Dli SPACE SECTION B-B SILT ATENCT CUL VE1'` T INLET PHOTECT'ION -- FNTIe'KL TUE Or FILL ' -- clxvERr 1 � I I I I I TOF Of F0.1 SlT FENCE 'DISTANCE 1S 6MOMMUM IF FLOW IS TOWARD [19A1AFMCNT -_ FLOW OPTIONAL .STONE COMBINATION •' VDOT IJ, /357 OR /5 CON TO RCt�CE SR.I FENCE IN Mi KLOCT• OF hop' is 1i ASS I RIPRAP IS ___ a�inrgM..nararewrawae.Me wAma,aat.1AliaiMa 64.4•-t [ mwyl.w FawawrAw a c-c. -�-=.- -. 0ac• of f1M'1r � I I • 0. a iqq i�-F« •.a•c •c we, rnw a C_T ue SYa. IC-2IF . } ... C T .Iffy TAM A TA• . ___ I _ - f{ yyt,yi�yi� yyr yyy1� yy�l�yy1 jyy�y��jy��-- J - - III 1 ii.i J--i-i +ii A-.i.i.. 4 T�•11 r n�. r.. (.-. Yr.IOlE DETAILS 1 III •-f.. L_aa• A AM r Val •a«eew fr.a I s x XL IIIa " .aax�aq +, 11rw Cr. 1r wx, X..�,. Cre. a.,M N I. N .•"M.IL• •IIm11 PLAN I-de'-� - __9rar TM one w•r a a.naw,n Vii w lar ua•M,a� A"•. � 1 .1i oM to M e M pia p1W •' aw [ A B I I SECTION 9-8 �---------------------------'' /wo .r«r aft �.ica parr 1 . r .� . >Z ,r.a A ....lea alai, ft AM .. I ; le -la c4-3 a Cc- r Aa+asar Y FRONT ELEVATION TV" II "aa r NOW, cf• a" wl& am w,e -1wi'iiw 2 - 14l e•a CO-2 a :3-a !•aria. fraa alffs 9 A * 3'0aarr .aeM,ra . b. Ieaa. i a N07ES A - nr wim r n.a 1 a w anal, ow. n.y.a , o ,,amr- • aw moli r.rw W- _ ' I I n M .YacM.,M.MIr d Y aN,ixw area, a .rrrw .,m oewwr par wa �2 :It aaae.,r rMn I • .• ew, ".rt 5,anera wrr w•r M eawwiae ..e tarwr er.a r aa•ae ••'a•a « P•"wa o, .a•a . fa --Tar aern r4'ear a a.*.eaea -few b airae puff• + reeraa+ce ww ,.e rear rff.e m .q, b .a..r+ anwea era. w nelwaa n aft o<a br Iw aft rae,.n. m w a071rf. "+•v. i• ae,aaw itrM apply d n.arwe oM nXa, �,r.rn w acca•aeMa MA ,Ma an..f real h ar.wera w to •aIr a Xr..a t. �VH s.aadeN aft NAN M after• f arm eaa aan.ar•: }wMJt-W Affl'ieffw irn eaaa«a. IewT +a r a'a-2-•'-ae�L M Av we.a e.r, d nealwa -W arm aM sow*" aw w.aw aw arm 2.1 Z aelrrr d r',waH .__. �r'-a- 01-x SECTION A -A " // c Mra.ar a Oran pia • r M laa,ea aM aeMi'r4..a w aaeereeiM at at I ittafdad . Mar Tr r.sw ..i.w // . • • I I it ^' _^ -- ---' 2 Iaaw w r oaesw r. I ,Il..r�'_.__-�'�•i I r Oer A 3 « aaa'rae C-.ai Cpwrim, aft / ',•4 i _ 40 w wsaa I wiMf~11waa `�� awN'MM+aah aq • /. a-------------�' •�----... 1 ale.aa • I r r Nw aaef,aeea.YrarA•asaefaairwf, a 1,aa aaildaa Isalra d r ears 4aPaar Dover If a.rn do@" a reea Naaw M tar aaaaw. Paryww .m. toss aaa.M .plea war r r M aAa m" "••Maw wv to offal At tow - - • ' .� L p«Nna. w w effrr cra �.. .... affiif.roi .ale Nap left.. - - - '- ' ....• • •^'•• pew pets r a neraa.,w, ,.•_,w � ... rrr . •w r .a .. _ agar " r.�..r ! PLAN SECTION 9- B 1 saaw A. Is, Ir aw • ale wq aft ee.e r w TIN �N • rafeelln fiats M r aaaw..ps w Mta la/ M Y alar .r M ..w . r r.•rr . • r ire . r w r r r w .w �r 0411 W"f ft JK o w•r,a.a flew tlr raa.It at m awlw ►.N N sw r M aM raisn,.ae "X- 'r as l:l •u.. aaf w•. ar,a &OJACW TO Cline METHOD OF TREATMENT IN MANHOLES ariaasrn.eoftaawar•nFl►wwaftya.oew. aMrfaa«awaa,o„ WlT"�. wTTep real a Ma.rraw w ftr taaffaKlM halal Iaa taua.Mec •+. r N ..... ..1r ...r . •Me sPRFERE) E STANDARD METHOD OF SHAPING MANHOLE 8t INLET INVERTS - � •, �w I•» •� ___ REFERENCE I • 302 STANDARD CURB DROP INLET SPECIFIC4710N VIRGINIA DEPARTMENT TRANSPORTATION 12" 30" PIPE MAXIMUM DEPTH (H)=8' �TEFERENG? 0fi08 I- VIRGINIA 0 PARTMENT 233 TRANSP?TATION 302 a aad-o.tr « from ea• ,t I I ( I l l,.ai • awe. 11 1 a1 par aa. pea SECTION A -A ETH00 OF TREATMENT IN DROP INLETS CONSTRUCTION OF A SILT FENCE " (WITHOUT WIRE SUPPORT) I SET THE STAKES 2 EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 5'MAX. STAKES. j _� -. , I 3 STAPLE FILTER MATERIAL TO STAKES AND EXTEND 4 BACKFILL AND COMPACT THE EXCAVATED SOIL. IT INTO THF, TRENCH 1-1 FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) TABLE OF QUANTITIES TYPE AREA' L OF SLOT Ft. Sq. Ft. CON -REINFORCING STEEL RETE'I CM Yds. BARS A No, I Lin. Ft"I BARS B 11i Lin. F. BARS C No. Lin Ft.' BARS 0 No. Lin. Ft.' BARS E No. Lm. Ft.' BARS F No. Lin. Ft.' BARS G No. Lin, Ft.' WEIGHT ' Lba. DI - 3A 2'-6' I. IS 2.26 - - - - I 5'-7' 3 V-2" - - - - 6 1'-0' 22 D I- 38 4' 1 1.83 6' 1 2.75 8' 1 3.67 2.59 3.02 3.46 5 1 5 5 1'-6' 3'-6' 5-6' 2 6 7105- 10 -71D150 3 3 3 5'-7. 5'-7' 5-7- 3 3 3 3'-e V-2' 3'-2' -V-2" 3'-2' 3'-2' 3-2' V-2" 1 3-2' 4 4 4 I'-6' 3'-6' V-6' 3 3 3 1'-6' I'-6' 1'-6" 4 4 4 I'-0" I'-0' 1'-0' 64 I I I 158 10' , 4.58 I v T5.50 14' 6.42 16' 7.33 18' 8.25 20 9.17 3. 90 4 34 4.78 5.22 5.66 6.09 5 5 S S 5 S 7'-6' 9-6' II'-6' 13'-6` IS'-6�3016-71o11 1T 6 14 -7% 18 0-7'to6'-0 221Cr71o6'i0' 25 0'106 q' 3' I 4 164Z + 3 3 3 3 3 3 5- 7" 5'-7" 5'-7' 5'-T' 5-7' S'-7- 3 3 3 3 3 3 1 4 1 4 4 4 14 4 7'-6' 9'-6" II'-6' 13-6' IS'-6' 17=6" 3 3 3 3 3 13 1'- 6' I'- 6" I'-6" 1'-6' 1 1'-6" 1'-6' 4 4 4 4 4 4 1'-0' 1'-0. I'-0. 1'-0' 1'-0` 1'-0" 204 2 S 1 298 3 45 - 391 436 TABILE OF QUANTITIES TYPE L CCON' REINFORCING STEEL - -- BARS A BARS A -I BARS B BARS B-1 BARS C BARS E BARS F IWEGGHT Ft. CM.Y No. Lin. Ft.' No. Lin Ft " No I Lin. Ft.'j No. Lin. Ft' No. Lin Ft. No. Lin Ft No. Lin. Ft'l Lbs. DI-2A 2'-2" 171 4 S-2" 5 3'-2" 1 4 V-6" - - 5 2'-0" - - 55 y, 4' 6' 1.95 2.23 4 a 3' 2" 3 2" -Se 5 5 6-0" 7'-0" 4 4 S-6" S-6" 3 7 d-5roa' 4-3104 5 5 2'-0" 2'-0" 3 3 2'-0. 4'-0" 3 3 1'-6" 84 U9 8' 10' 2.51 2.79 4 4 V-2" 5 5 9--0" W-O" 4 4 '� 6" 3-6" II IS 3'tod -3"bd 5 5 2' 0" 2,-0" 3 3 6' 0' W-0" 3 I I -6. 3 1'-6" 154 - 189 ~ 01- 2 B 12' 3.05 4 1 3 2" 1 5 13'-0" 4 3 6° 19 •3"tod 6 5 2- 0" 3 10'-6 i 3 I' - 6" 224 14' 3,34 4 3-2 5 15-0" 4 3'-6" 23 -3"tfi S 7-0' 3 12'-0" 3 I'-6" 259 -{ 16' 161 4 S-2" 15 IT'-0` 4 S-6" 27 3Pto4 5 2'-0" 3 14-0" 13 1'- -VT 294 1 18' 3.89 4 3' 2" 15 19' 0" 4 3'-6" 131 3'bd d 5 2' 0" 3 I'-6" 329 20 a. I7 4 - 5 21-0 4 -6 35 •3"ioW-r 5 2 -0 3 18 -0 1 3 1'-6-1 364 DI-2A-21B-J e1.82aaeu0aesaNla.lw,t'[d aNlMaawr•nrffgMw r OWN" a-wm a F.reM aasMaarw E 0.AWe Es 5a••ax rMaA.-.cr- r-i 0"^. Is• err ..w aaa pap 1040.\ �t frr o.w rw�va} rE aft S-r- a.a aalD'a-< D I p 10 « - I '- 'C I Faw a Crrf -� M. Y-0' C e *Fa+a .... ~ i I Grp Frw. plr a.a . o. rc-a 'i - ► 2 7Lc L-E f r irl­-r-A• r COLLAR a upI ~--- q' M.. . a• b N ••aewE 3 t- rrbx .Ara. V A+ am`�• 4 t7 a a..M. SECTION A -A nmrc ,n«. T..,wa sb� r erg PLAN VIEW Fo ft. maw aw Saasi G+ae a b be rotar0 >", La,! ra I oeK' .o1e' 1tY•dd its O rt.r Tftr «.o war M a.,Aw, n .ftiA cffY t- - r'r--I r+e'!nroo' :,rah rrusl 0. •rerarok 1 RWI+ narro Tole ii mown r•fall n was. r1' caw, a.b ew anal r t---2-Y---i B- � a.a A.la y� a I am SECTION D-D w. V:aa2-��� �- �5F _... 1•Yawra,..•.. '. � •caa-a-a �-___.- rowrlsraeaaw _ � _ _. 1-_�- a,aeeM terra. l•er ._ --T- ra Mn IT • tt. ffMMa ��'• E T: Z "8ert� ma+.ra tbM A.q'rr j w•r o � 1 I \i ova. '-9-� 4 �,GI re.P 'al. """Ir^•w as atueb*w. r ran.r t SECTION e-9 w.la ws. ova-- owrr rerr e,a.a,aa.• reapI—, , b arws. e. ppMw r ---_ FRONT E.EvATION "^il"re ISa.lt i'A- �. .r. .•., e.'cnr aaa. sac«e.rt a w e"e«` aft ra«. o• xr «may ffar • -ow aan a. par , Z SECTION E-E V=/W,M a,aan d eft arr.i.ra .ew w a.Maff palm ora.e -�� � v s,ar,.aa er.tl r ffrffr.e Yalaap . Ma,MO d .aft. n • aaeeye TM^-r pDY beft«, Matey Yaw M e,FYraw .. fro PCa R' ,b r rarYa a.. mi r •. •�. •«aaa • rawa•c a r w c"•o Oro .w it r,,,o�Nw• ani, ac � 2i ,Zi., Gr as I 6 a, ze -i 4s r I - - ___ -_ _ ____ __ r�a�a - !_ 6 rc P F • __rap. - ,-A_._ '--p, SECTION C-C I'M� I t.o,• a c., Its, p ro sr n pro.+'ORATE. m oral. i1 M bow aaa•M 1e wmn,r, cc r'�• �•w" ^'w M sacw� v cap n aoca a'^.�Mun .roe � M' xr fl•AOYer Mp f.r/M On M MOM ",II be inaMr•ac .r n,r •' ., ,M -llw, opal bM No.. M •pads• -plan •". a.C.l'W on rasa fta +a«rr r p iraoao ^ SECTION F-f e.wanar r.. at Oallorw,pia oral i«.mrarep -MIMt arts 1. M.. di- °•�• -' SrWe Ram 15- Tn es� o' 's"'•"•`I rroaft. "nMt' a. ,ry cMrr.tl« .n. rNl. e.aarlrae• I �a,Ot^:', ",Oa„N ei,Mxr: b aV I a. 111pae•y n b R vna• a«r b ,xr aao •.r�.p+aar STANDARD CURB DROP INLET 12'-24" PIPE MAXIMUM DEPTH (H)=9 VIRGINIA DEPARTMENT 1040' TRANSPORTATION w r anew we WAR W. "w ft MimiAa of as ww.clam Aft R +.1 of Ara .flap.• r:a1 be UMpM ale aft m«� nasty a Tiara„ `O paaM of .e,. n 1r serisW. Sn•el , a' 2 PECIFICAT ION REFERENCE DI - 7, 7A PLAN Ml'-d02'-7s1'Me7 ICOVER REMOVEDI A•at�•IQ Meal . sow we a 0b[f TieaLM a•s.rlsrmwl .- W. 4'-D•. Dena wrac l•ela PLAN Fv aft Mai pap Si S7-L •.a..e '.COVER EMOVEDI y - . ------- a Caam Co. L ' IW eviler papa 2M21 -r_ Cr.aea Crl. IN, ama•ir r tftaa 2.12) - �J•ee,aaa .pap Ape .Ile Ir.Ir . I dwti x.aw.a dew • N maax . paraatao •Seal a4%, mn,naa,. rn aa. O.M los •eow,ea. ROM 1-bar 4 - ,pad- ; ,; -, •' are cam oncno.w bray w� .1 b eraaae d atrrt'l✓e. �tr.r.r �I ITN' ray-� -RECOMMENDED MINIMUM CAST IN PLACE __!.EI�NT cNART FOR USE WITH 17 TO aft PIPES For arepa a P.eper of na .nown hwaor. sN 'Of ft oNaENp' -- Owl -3 Maws w god"-- mnwaaa dam" lots". PI-°m LMA Arwr,ory. Diprem. pope 103.01 Ir rr `- Pa. r r 1Y PreDeal GwrerN Nana. 11pa ,03.D2 7 a -� IY t!' Ir 2r 3e it 4Y ,r nfir r „ Appbcabte heuat ilfN. Re« Nrtl Top r z-e vskr ii Tr 5•71F f-! .•_{� D*tbk ppa• 103.07 SNn, io].12. ?r t 71' 1 �s i V, ` '-err 9eT L045 , 1143 L30 im LT31 !,.12T I , rr.r-wrap aaapp.al 382 a.2r_pY-2rwpi I 2M rt - rX '� a.o•.14Yallal aft W-2 yr r.tr p.aaarc,r,O concrffr ,Daar,p rr,•r W wK•M w ccet w p.fe•. Two L--• ----- ! Rwaa.a a ub aMa. a..qr m b. ■Dw.a w M.Ma NMFwa. PRECAST Of -7 Na pr1. N RAL NO 0i "' - Saw 7✓lar ✓,., am. "a e a o EeOc Wh, aMNra r al- Ra mar, s Ie a aftawe m e.-,a.- abft Sal r"rP'i. llwn w Ie bir aaawl arm. ►Its dhobu aar.aw M DI-7B-- DaAM o~ raw+ "- ... ase bila.atap gaps tJ-' a owd to a1M. baaandow Rap/Wwa"1al - a a. at No fapr•.!pall al sla pM ` r a.taaa• Iwro� r M mra,r.isee aYl w a raft oarrn a Far ibOWAN.WM a erew rO•a,, caRm an. grew . eM er,xm a aa.a° appose, sdkw swm w M be owwwRid w I awal pea, aid Tr t .aa.n "M r raw 2d2. "rants FmMoewAft =re�M Ibe somud ft Allow 0. .0 SPECIFICATION REFERC+_E� 241 STANDARD MEDIAN DROP INLET 503 I ! VIRGINIA DEPARTMENT OF TRANSPORTATION ! shw I Of 2 1 104.22 .� N W r 0 Ilia- � N Z O O Z � J ~ W VI Z Z W w V f- 0 Z Q LJ ova X Z V J ce N �_ z�V�> J CL�VQY crVZHW- '� N O Q W W W t!f~.J W O _ W CZ Cali z �o3 o co V x O CL V pLTH xJ7Zj . PAN1tTER No. 18260 II/Z�/99}4e, �SSf ONAIa �G SURVEY: C. I.: Marsh & N/A Legge DRAWN: JOB NO. TGP 9907014 SCALE: DATE: N/A 11/01/99 SHEET 2/5 I FUTURE SEWER BY F.C.S.A. - c� ci m MH 1 -\ I RIM IN=73 . \ I \ / INV.IN737.20 INV.OUT=734.001 _ TO PS MU S5T37'S7"E 1,564.13' T- 5' PARKING S ACK- \ \ " I z z z O_ / ,----- - --- 4 ------ t----- -- -------- W- - - - - - - - - - - - - - - - - - - - - W -------------- W---------------------- W --- g ~ i - - - - - - - �QflIN�Cl_W EX.__WAIE8 IN \ �� 15' B.R.L. 0 � ------------- \----� 20"x12" TAPPING SLEEVE & VA VE ; 72 7. �Y ATER EASEA/EN7 \ �_ 42.3 4- o / PROFOSCONI / 1-22 1/2' BEND \ \ \ 91l P 515 60'R I 47. p�MPSTERNPAD W/ W L' a C. Z Z Z / 6' WOOD FENCE 1 ENCLOSURE a.a � � � \ � I NOTES: / I THE LOADING AREA AT THE REAR OF THE BUILDING �\ `* , PROPOSED H VY PAVEMENT CONC. SHALL BE PAVED IN ACCORDANCE WITH THE HEAVY 20 O ZO 60 „\ LOADING AREA APRON PAVEMENT SECTION, AS SHOWN HEREIN, WITHIN ONE i (AREA SHALL BE STONED jIF I (1) YEAR OF THE SITE PLAN APPROVAL. ;� Q PERMITTED BY PROPOSED TEXT - O THIS AREA MAY BE PAVED WITH THE STONE PAVEMENT ff �\ F.L.S. \ \ AMENDMENT) SECTION PROVIDED THAT AN APPROVED TEXT AMENDMENT Scale 1 20 ff PROP30.00'-6"'� PVC 1 \ IS ADOPTED THAT ALLOWS FOR THE USE OF STONE AS 48.0 / THE FINISHED SURFACE FOR THESE TYPES OF FACILITIES. O � Z SDR-.21 WATERLINE �1 BOLLARDS 4s• G / Za k Sp 48. \ F.H. 4'x6' CONC. TO PS MU ASSY \ STOOP & STEPS 44.5 47.5 »45.0 F.L.S. \ ` \ HEA PA V MENT HEAVY PAV NT Z TO PS MU / 1 -12"x 12"6" TEE \ F.L.Sd SM1. CTION 44.0 44 5.7 4 . 4 SECTION 48 (PCURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD Z / 1 -12%6" TIPPPING W \ 44. 10' OVERHEAD 9 y C1 166.83' 29'24'37" 325.00' 85.29' N54'36'02"W 165.00' / SLEEVE & V LVE y . 20 3068 DOOR 48 / TAP BY F.C..A. P� w 4'R GARAGE DOOR i I z D 00 �1�o v o- 3068 D00 LOT 5 Ln STOOP 1r*', \ yi, 1.2180 CD ACRES > /- Z / \ a 03 fn SHOWROOM do STORAGE x U / N LOWER LEVEL + 10,703 Sq. Ft.(TOTAL) i \ O W Z La � ? PROPOSED CONTRACTOR'S OFFICE _ / / \ o \\ TWO (UNITS - - - - I �; � ONE STORY with • MEZZANINE 5 a7 L S z W Q C HEIGHT-35 MAX. �' 75-A-91D C� N \ (P F.L.S. AREA: 15,000 Sq. Ft. J co LOT LOT 4 0 F.F.=748.00 OFFICE SPACE v1 � \ USE.•INDUSTR/AL TRANSITION z UPPER LEVEL o m \ ZONED.-B-3 4,297 Sq. Ft.(TOTAL) o \ 3 4 0 SANITARY \ / S WER LATERALSUITE 100 SUITE 200 �_ \ 1 "0 WATER SERVICE \ ~ ~ / \ / �\ COPPER T e "K' TO PS MU I I OO Z 75-A-91F LOT 6 5.6 7 I EROSION & SEDIMENT CONTROL KEY USE-INDUSTRI& TRANSITION \ 471 4' CONC. WALK o HDCP RAMP 4' CONC. WALK 47 V ix I= / ZONED.-B--3 \ ®\ 50'R - � - TAP BY 47.0 CUR F.C.S.A. \ TO S MU 0 PS MU 46 TRAN ITIO F S. \ n� � 6.0 •\ �� 5 PRO ?5.00 METER BOX 15'R / \ 15'R �46.9 46.7 ', u S"0 ORP 5 46.6 `' C _ Q R I a 11 M EX. STR. 1 1 (TOP = 744.02) TAP �Y \ DI-3C, II (TO BE REMOVED) / \ 47 INSTALL A DI-2C, L=4' (IN -LINE WITH GUTTER PAN WAIVER REQUEST: F.C.S.R. 50'R HEA ENE T ) ON DEC. 15, 1999, THE PLANNING COMMISSION * 6 c� \ NO RIGHT INN ^ _6 PROP. 3 0%1 Inv. In= = 73 APPROVED A WAIVER FOR THE DRIVEWAY ALIGNMENT \ TURN SIGN PROPOSED PARKING + I Realign 30"x19" Inv. In = 739.90 / REQUIREMENT SECTION 165-29.A.(12) OF THE \ 1 AREA W 30"x19" Inv Out = 739.90 ZONING ORDINANCE SO THAT THE PROPOSED ONE- HEAVY PAVEMENT P WAY DRIVEWAY CIRCULATION PATTERN MAY BE USED. \ 1 C 35' B.R0 RIGHT_SECTIONLI�AVEMENTL �SIGN 2 �O TOP P= DII44 ,OOype I Grote \ \E TION q �Om 15"0 Inv. In=740.40 / \ \ 46 5 R 4 p 46. 0 30"09" Inv. Out=740.05 '\ 1+ \ 6 7 ENTER'SI N 8 0 N f- \25 R a + © PROP_ DI-36, L=6' 6.25 By-)vss -towe -''CT ►- v) TOP 745.80 TO PS MU \ 46.5 •� _ Ex. R/ er, a Need d / �" 15"0 Inv. Out=740.80 �\ Q 3.02 TEMPORARY STONE 0000000000000000000 CONSTRUCTION CUE ° 000000°°°o°o°o°o° jo 0 0 0 0 0 0 0 0 0 ENTRANCE o °o°o°o°0°0°0°0°0 3.05 SILT FENCE SF X- X-X 3.07 STORM DRAIN INLET PROTECTION 3.18 OUTLET OP / 0000°000000000000 ° °oo°oo°00000 PROTECTION 3.30 TOPSOILING TO \ f TO 3.32 PERMANENT SEEDING P PS 3.35 MULCHING U MU w O J w J V)CU LAJ V Z ~ � N W � O m Q I = W LI t/f W 0 _ � W W �o3�Z CLOUO W Q aD U p O x o \ \ 4 PARKING BA K 4 ILZ i ( V 1-12"x8" TEE I 44 © PROP. DI-38, II 2-12" G.V. & BOXES \ U CU _ ,� tt TOP = 744.41- '' 1-8" G.V & BO \ ` TRAN SI - 4) B 42.1 , ; U A 15"0 Inv. Out-74T41 V \ 25'R _ 5. & B. �' JO PS MU \ I j J 35 B R.L \ C NONo C. ENTRANCEf 44.75 'C ®Qlt; A CURB �\ \ a p C 1 Rq ` Reconsfruet "13.83'-30"09" CEP \ 4537 1 .085% Slope N � \ O 0) m 44.75 41 p r �8 ,\ r N In ll1 SEA M HERS �{ 11 M \ \ a) N N (`0� 1 45 3� OJT v v a c)) 00 O N v PRI PB - �X• PLUG \ \ \ REVERSE 00 v o .n GUT TER ,� o \'� Mq� \ zs \ a . . SLOPE a) x ov j 0 CO MH 2 ��/�� \ \�FM \ ��� N I__ / s MH 2 0 / / k RIM=745.35 4U .IN= 736.15 ? '` \ S / , ' 8 P vC ` \ . TIMM G. PAINTER 9 U. l q, \ No. 18260 \ \ ¢ It 3I00 ��ww 35 TRIP GENERATION: r I' \ 'OOD c� �` �/ \ ��`SSIONALG MICHAEL G. PRELIP, INC.: COMMONWEALTH BUSINESS CENTER 3Q x19;s, J AN ` �� LOT 5, OFFICE COMPLEX \ il/��i� /nK �'\ N / y 1n Fie/Ov�''�3 lye, SURVEY: C.I.: / A) AVE WEEKDA HICLE TRIP ENDS: 1000 Sq. Ft. of GROSS FLOOR AREA \ \ �"_ \ �\ d) 700 (/iRFO \ ` ?J9" Marsh & 2' Legge / Ln(T)=0.768(Ln(X)) + 3.654 X = 10,000/1000 -> 10 \ n A I \ n �\ / ` \ 6 -` \2 ` MH 3 DRAWN: JOB NO.: T = TRIPS/DAY 75-A-91A Z r\ ` Z c % \ \ X = 1000 SF OF FLOOR AREA LOT 1 \ O� O =n\ TGP 9907014 USE.' INDUSTRIAL TRA\� TOTAL: \ �' �\ u, 75-A-918 MH 3 \ 3) \ ZONED � a .� o % \ SCALE: DATE: Ln(T)=0.768(Ln(10)) + 3.654 -> 226.42 TRIPS �3` v` LOT 2 RIM=744.50 USE -INDUSTRIAL TRANSITION \ \ pi ® \ 1 "=20.0' 11 /01 /99 TOTAL -> 227 TRIPS/DAY (WEEKDAY) \ n y ? INV.OUT=7 .75 C / , , a ZONED: B-3 INv.0UT=737.55 \ J 669 \ \ \ SHEET: HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUN HANDICAP PARKING DETAIL N.T.S n 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 2" SM-2AL HEAVY BIT. CONC. -� SURFACE COARSE 8" 21-A COMPACTED SUBGRADE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL. STONE AGGREGATE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE HANDICAP SIGN DETAIL N.T.S. PAVEMENT DETAILS N T.S. 2" SM-2AL BIT. CONC. SURFACE COARSE 6" 21-A COMPACTED SUBGRADE LIGHT NOTE: HEAVY PAVEMENT SECTION TO BE INSTALLED IN THE ENTRANCE & MAIN ISLE AS SHOWN ON PLAN. LIGHT PAVEMENT SECTION TO BE INSTALLED IN FRONT PARKING AREA. STANDARD PIPE BEDDING DETAIL WATER MAIN SANITARY SEWER PIPE N.T.S 0 TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. DUMPSTER PAD DETAIL N.T S 4" CRUSHED STONE (3500 PSI) 6" CONC 6"x6%W2.9Xw2.9 WWF(1.5" MIN CLEAR) a a 12" x 18" STD 12" x 6" STD. STD U-CHANNEL POST PROP. GROUND RESERVED PARKING VAN SSIB STONE 8" 21- A �- COMPACTED SUBGRADE� 11111L�III- CG-6 COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) CG-6R COMBINATION 6" CURB & GUTTER REVERSED N.T.S. FIRE LANE SIGN NJ P No ARKINC 1 x 18' STD FIR[ LANE STD U-CHANNEL POST — PROP GROUND 30" NOTE PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO BE COMPLETELY �►1 EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLED W/ REQUIRED SOIL MIX. CG— 2 HEADER CURB N.T.S. (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 42' — tT v * SURFACE o BASE SUBBASE THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. THIS ITEM MAY BE PRECAST OR CAST IN PLACE MULCH TO BE 3" DE COMPLETELY REMOVE STRINGS, RIBBONS, A TAGS FROM PLANT. REMOVE TOP 1/3 Of BURLAP FABRIC AROI ROOT BALL. NOTE: CURB HAVING A RADIUS OF 300 ft OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. * THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3"(21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH, STORM SEWER PROFILE SCALES: (H) 1" =50.0' 11 Nt _._ (V) .___ 1 " 5.0' Eo. A g 750 750 EXISTING GRADE PROPOSED GRADE 745 _.____-- _ ..___ _. _ _. ____ _ 745 740 _ __ _ _ - 740 -0 PROP. 42. '-15"0 RCP EX. 8" _-- - -- 1_._ CL. III ® 95% WATER MAIN RECONS U T 13 83 -3 .%19" RCEP § 1.085 P. 735 _- _ _ 735 _ - ---- - EX._._ 8'_ %19" RCE 0 0.79 730 _ _ _ _ 730 O J fl. II p > __0 - U o i-Q- — M - p w�- �Zrn O J >> I Zr - m - o f�r� I I 00 CS F-N r'Dcn a) Q_ aT. _ ©.. II13�> orzZ OU 00 r rn O o0 O � d ^�_ Q.www +p amp +�iAQ-._+�� - 10+00 11 +00 12+00 SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION TYPICAL CURB CUT DETAIL N.T S EDGE OF GUTTER NOTE: TO BE USED AS DIRECTED BY V.D.O.T. CONCRETE SIDEWALK DETAIL N.T.S. EXP, JNT. MATERIAL CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC A Slope: 1 /4": 1-0" —=a 4 A e o°o°o°o°o°o°o°o°o°o°o° -0-0-0-0-0- 0 0 0 0 0 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. MIN. TREE PLANTING SECTION STORM SEWER PROFILE SCALES: (H) 1" =50.0' (V) 1" = 5.0' rr1�r - c 750 750 EXISTING GRADE PROP SED GRADE 745 _. ___ - 745 740 740 PROP. 61.08'-15"0 RCP ® 0.8 % 735 _ _-__ _ _ 735 730 - ^ - _ _ 730 Q w O Z O > © r1 � Z w 11 zrn -� w Z m II A. O V) ICnX a I- _.OV-J.M� - OZ - - +p?a�n +,-� 10+00 11 +00 12+00 FENCE DETAIL N.T.S -+ 2 x 6 TOP RA 1x6 BOARD, FRONT & Bi TOE NAIL EA W/ 2-8d N (EA. RAIL) 8'-4x4 POS 2x6 BOTTOM ATTACH RAIL W/ 3-10d (EA. RAIL) 12" DIA, PO FILL W/CON 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) 4' GATES SIMILAR. PROVIDE GATE LATCH, THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND THE GATES AND ENCLOSURES FOR THE DUMPSTER PADS. MICHAEL G. PRELIP, INC. PROPOSED CONSTRUCTION OFFICE COMPLEX COMMONWEALTH BUSINESS CENTER, LOT 5 BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PPOJECT: MICHAEL G. PRELIP, INC. CONSTRUCTION OFFICE COMPLEX COMMONWEALTH BUSINESS CENTER, LOT 5 COUNTY OF FREDERICK, VIRGINIA OWNER/ MICHAEL G. PRELIP, INC. DEVELOPER: 510 VALLEY VIEW DRIVE WINCHESTER, VIRGINIA 22603 (540) 722-2200 Contact: MR. MIKE PRELIP SURVEYOR: MARSH & LEGGE LAND SURVEYORS, P.L.C. 139 NORTH CAMERON STREET WINCHESTER, VIRGINIA 22601 (540) 667-0468 Contact: MR. SCOT MARSH 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))-91 E SITE AREA: 1.2180 Acres ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-3, INDUSTRIAL TRANSITION DISTRICT PROPOSED USE: CONSTRUCTION OFFICE COMPLEX CURRENT USE: VACANT ZONING REOUIREMENTS: FAR: 1.0 PROPOSED USE: CONSTRUCTION OFFICE COMPLEX SETBACKS: YARD: REOUIRED: PROVIDED: FRONT: 35 Ft. 86.89 Ft. SIDE: 15 Ft. 31.12 Ft. REAR: 15 Ft. 90.92 Ft. BUILDING HEIGHT: PRINCIPAL: 35 Ft. DENSITY OPEN SPACE: 25% MINIMUM = 0.3045 Ac.) PARKING REQUIREMENT OFFICE: 1 SPACE PER 250 Sq. Ft. of Floor Area or WAREHOUSES/ 1 SPACE PER EMPLOYEE CONSTRUCTION STORAGE PARKING REOUIRED: OFFICE AREA: 4,297 Sq. Ft./250 Sq. Ft.= 17.19 => 18 Spaces 1 HDCP ACCESSIBLE SPACE or WAREHOUSE: 14 EMPLOYEES (Total) = 14 => 14 Spaces 1 HDCP ACCESSIBLE SPACE OFFICE AREA: 18 Spaces Required (CONTROLS) 1 HDCP ACCESSIBLE SPACE NOTE: THE WAREHOUSE AREAS WILL NOT RESULT IN ANY ADDITIONAL EMPLOYEES ABOVE THE OFFICE STAFF, LANDSCAPING AND SCREENING: B-3 DISTRICTS. NO ZONING BUFFERS LANDSCAPING for PARKING AREAS: 1 Tree Per 40' Perimeter Perimeter Screen Along R—O—W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 5,628 Sq. Ft. 1 Tree Per 10 Parking Spaces PROPOSED DEVELOPMENT: CONSTRUCTION OFFICE COMPLEX BUILDING FOOTPRINT: — Two (2) Office Units (15,000 Sq. Ft.) Office Areas: 4,297 Sq. Ft. Showroom & Storage Areas: 10,703 Sq. Ft. PARKING: 18 SPACES PROVIDED (INCLUDES 2 VAN —ACCESSIBLE HDCP SPACES) PARCEL DEVELOPMENT: 1.2180 Acres FAR: 15000 S F /(1.218)(43560)=0.283 REOUIRED OPEN SPACE (25%). 1.2180 Acres x 0.25 = 0.3045 Acres PARCEL COVERAGE- CONSTRUCTION OFFICE COMPLEX: BUILDINGS: 10,000 Sq. Ft. PARKING/AISLES: 5,628 Sq. Ft PAVED DRIVES: 8,235 Sq. Ft. STONED AREAS: 15,472 Sq. Ft. TOTAL AREA: 39,335 Sq. Ft. (0.9030 Ac.) OPEN SPACE: 13,721 Sq Ft (0.3150 Acres) (25.86%) —Open Space is considered to be all lawn and slope areas LANDSCAPING PARKING AREAS. 1 Tree Per 40' Perimeter (380' Perimeter/40' = 9.50 Trees —> 10 Trees Perimeter Screen Along R—O—W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 5,628 Sq. Ft. (5,628 x 5% = 281 Sq. Ft.) 1 Tree Per 10 Parking Spaces (18 Spaces/ 10 = 1.8 Trees —> 2 Trees) PROVIDED: PERIMETER: 2 ea. ZELKOVAS 10 ea. SUGAR MAPLES 21 ea. JAPANESE HOLLY HEDGE INTERIOR ISLANDS: 959 Sq. Ft. INTERIOR TREES: 2 ea. SUGAR MAPLES ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM BUILDING —MOUNTED LIGHTS, ONLY. NO POLE LIGHTS ARE PROPOSED FOR THE DEVELOPMENT OF THIS OFFICE COMPLEX. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF —SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR TRASH COLLECTOR HAS BEEN PLANNED FOR THIS SITE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. I M CHAEL G. PRELIP, INC. MIMI' J�111M §"A�CCK CREEK MMAG STER AL D STR CT COUN OF FREDER CK, V RG N A INDEX TO CITY/COUNTY LOCATION 75—A-91F LOT 6 o USE - INDUSTRIAL TRANSITION ZONED.- B— 3 0 O O O0 so e w o� P. o� a D s I i VICINITY MAP 1 " = 1000' 6, i—A —86 MERVEL lr✓. ADAMS 9 ANN A. DUFFEY 85.18 AC. USE -COMMERCIAL & INDUSTRIAL ZONE.- M2 LOT S � o0 00 00 0� o0 Q 1.2180 ACRES 6 I I 0 0 75-A-91D 0 LOT 4 USE- INDUSTRIAL TRANSITION ZONED.- B- 3 D 75-A-91C 6 75-A-91A LOT 1 USE -INDUSTRIAL TRANSITION ZONED.- B- 3 75-A-91B LOT 2 USE. -INDUSTRIAL TRANSITION ZONED.- B- 3 SCALE: 1 "=100' !PAINTER-LEWIS P.L.C. 7 302 SOUTH :RADDOCK STREET, SUITE 200 WINCHESTER, UIR`_`1N A 22601 (540) 662-5792 L 0 T 3 USE -INDUSTRIAL TRANSITION ZONED.B-3 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 C L 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 CATV 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) HATCHINGINDICATES AREOVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). MICHAEL G. PR EILRP 9 INC PROPOSED OFFICE COMPLEX LIST OF DRAWINGS SHT. 1 /5: COVER SHEET & ZONING NOTES SHT. 2/5: GENERAL NOTES and CONSTRUCTION NOTES SHT. 3/5: SITE LAYOUT & LANDSCAPING PLAN SHT. 4/5: GRADING and EROSION & SEDIMENT CONTROL PLAN SHT. 5/5: MISCELLANEOUS DETAILS and PROFILES TE d APPROVED BY THE Z©NM ADIvlMSTRATOR FREDERICK COUNTY, M01INUQ DATE 90MIS ADM, NS` RAVOR SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. EET: 1 0.: 9� GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE, 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION, HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T0 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 PROVIDED BY THE OWNER THAT WAS PERFORMED BY MARSH & LEGGE, LAND SURVEYORS, P.L.C. OF WINCHESTER, VIRGINIA. 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 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 SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE COMMONWEALTH 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. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 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. B. ADD 3 TONS PER ACRE OF PULVERIZED AGRICULTURAL LIME (140 Ib/1000sf). SEED TYPE. RATE: MIXTURE RELIANT HARD FESCUE 130 Ib/Ac. 65% KENTUCKY BLUEGRASS 40 Ib/Ac. 20% PERENNIAL RYEGRASS 30 Ib/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 0N THE ADJACENT SITE 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 CEO -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. 11 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 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 PUMP STATION 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 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"-21"; 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 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. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 10. 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 PIPES AND DROP INLET SYSTEMS, AS DETAILED ON THE PLANS. THE RUNOFF DRAINS INTO THE EXISTING STORM SEWER SYSTEMM FOR COMMONWEALTH DRIVE WHICH CONVEY THE STORM WATER RUNOFF TO THE REGIONAL STORM WATER MANAGEMENT FACILITY OF THE ADJACENT PARCEL OF THIS SITE. THE FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT IS WELL ABOVE THE 100 YEAR FLOOD LEVEL. SEE THE DRAINAGE CALCULATIONS AS PREPARED BY G. W. CLIFFORD AND ASSOCIATES FOR THE FOR COMMONWEALTH BUSINESS CENTER FOR CLARITY, 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 DRAINAGL AWAY FROM THE BUILDING. PAVING AND CONCRETE: 1. 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 V.D.O.T. CLASSIFICATION A-3 CONCRETE, THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO V.D.O.T. STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T, MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. THERE WIIL BE NO OUTDOOR STORAGE PROPOSED ON THIS SITE. VDOT GENERAL NOTES: V1, ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) 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 STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOVS JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, 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 VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. h.ux.er '�• yeti., .- .PAY ..INE CC, 1} A sae ee o•:9;,. '. P«mnEaow _ , :' ':. ^•1C A41• Cws"w twn Ion' a t -. -'4 WIDTH OF ENTRANCE - ,T_�. PROP SgEwN.I 14 -� EXPANSION /OINT 1' as Nrilrr11,r11 �Or%Io,► COv« AIi - • - C I / --Pltop IIEwALX . I f+ow,a - F:.d1I OEP�. EXPANSION JOIN, SPfICI ,� 'M WALK _...- Al --."' .,gym FLOW LME _,HE ; - - WIDTH Of GUTTER . ¢ Y EXPANSION JOINT y MAN ROAOwAY `- PAY LINE h _ HALF PLAN " .{sD�. s �. loll.. oared � P«wwefpk � on,Ir.X (An Fwt 1 " - P.-Saw Con.I-tron Jpnl Prop 7" ^ Swe 2 D - _ by10-optVa% re . Profed 7' - .. .. •" A-S contra. .. IwieN SECTION B-8 SECTION C-C SECTION D-D mm" I. curt Laos we. o , . i ! •wes o1 E.p.eea apregae ballad Nor cwb romp 1re.wat I. Md.t.w and dkM used m c mdctwwi wM Stdldord CG-3 w CG• 1, tn. cal. Iecf on ln- w'. I pallea"� COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC ANTICIPATED) 502 VIRGINIA DEPARTMENT OF TRAWPORTAT1014 NOttS "a4 :s i. be Sawed with Enhance or msso►fe co,{rtr.xtwn dd taws vdereA to De ctws tr, ..Posed 3welfot, or. to Do No. b8- « t0 ­1. -'.N Ina-dwtn >I 14rn,wn Ca11e,wi, M derwrrowna ro•. TM m.Y dmow 0. ow to otMr EMAont0 Sld+oercy as the nRoo wwef STONE CONSTRUCTION ENTRANCE I 7W NHL EXISTING A PAVEMENT S:1 FILTER CLOTH-"s A MOUNTABLE KERN (OPTIONAL) SIDE ELEVATION EXISTING GROUND %0' MIN. - --- T �- B � 4ASHRACK 10' MN. (O PTIti' NAL 12' MIN. �' PXISTING AVEMENT L VDOT +1 COARSE AGGREGAIE POSITIVE DRAINAGE B TO SEDIMENT IO' MIN. TRAP►(NU DEVICE • MUST EXTEND FULL WIDTH of wGREss AND EGRESS PLAN VIEW 3PERATMONd _12' Nw. Is -TY MIN fl.'ER CLUTN SECTION A -A WtHFORCIn CONCRETE DRAIN SPACE SECTION B-B SILT 1,1WCP CULVL,RT INLET PR O YTT 7T1 UN -- ENTYwN.L 10f OF F71L �--- - - CULVERT I t - I 1 jl 1 ' I t 1- - t t ---- TO( OT Fltl So rfw-,c ---- ' DISTANCE IS 6MINIMUM IF 11 OW } S TOWARD FMMIMMFNT L- ELow OPTIONAL .STONE COMBINATION I tD I Ids 'low •.DOT 13, #357 011 15 CCVASE AGGHECATF �--CLASS R,PItAP TO REPLACE Sit.I FENCE IN • IfUrMSI" - MEN INCH VELOCITY OF FLOw IS EIPECIED Shod" of ma.ww ana wed v".rn w .CCorMn<. raw ak,e borw,, � �� w u w drw . I. omT to ,nose plr.<Iwa y.<IbN Ow.fM{ Or ."«e env«1 of pool .{ r.w ­1 .1 11r ,w. \ \ d WAN SM ntw+wr «.w .or . w w iw..dd mI oswdr.cwd w awedmn "M owlewr 'MMO w WNW may, TM wed.+ dd1VVq a OMAN rw" a Is -now el It P- Im C4.40 taimew .1► O.AMwy,+ e R, CIdw A 3 w Cww CI,U<dpl M dt 2ff% d e.rsd "WVMVw ." ,d w I I v4• . dwdwrw .0 *Now eo www. balm w"k won <.ewel., I wefm oN- a out Tke e.rteoe {Aw w to d m ap w.ww a hoom rf+e+,i pwA. a .0 mw<A elOgw wt, rfwdr oeeema ` aodfr a w.«r EAdi mwwdd aM Y"0~•w do wed No t. bow IN 4 two R w I.esl w M iVk<AAY +11.1 aw p..lpl awRwa,.m .w 11w e1,w Rod, M PLAN SECTION 8-8 METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT - TpA- CITAII 10606 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I SET THE STAKES. 2 EXCAVATE A 4-X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES 6'MAX. PLOW r- / III I a 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH. FLOW SHEET FLOW INSTALLATION j (PERSPECTIVE VIEW) FLow AAll i POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) TABLE OF QUANTITIES TYPE L Ft. AREA of SLOT Saw. Ft CCON- CuYit REINFORCING STEEL BARS A BARS B NOL Lin. Ft' Na ;Lin. Ft.* BARS C No. Lin Ft. • BARS D No. Lin. Ft.'i I BARS E No. Lin Ft' BARS F No. Lin. Ft.' j BARS G No. Lin. Ft. I WElGMT Lbs. DI -3A 2'-6' 1.15 2.26 - I - - - I 5'-T 3 V-2" - - - 6 I'-0" 22 DI-3B 4' 6' 8' 10' 12' 1.83 2.T5 3.67 14.58 5.50 2.59 3.02 3.46 3.90 4.34 4.78 5.22 5.66 6.09 5 5 5 5 5 5 5 5 S 1'-6" 3'-6` 5'-6" 7'-6" 9'-G' 11'-6- I S-6" IS'-6" 177-6 2 6 10 14 88 22 26 3016-71o6'-IO" 34 6V 7106- -7106 0-71o6'-Kf 0-7JoC-V IE+-7b6'-NO' 0:Nt,--V W-no-KP 3 3 3 3 3 3 3 3 3 V-7' 5'-7' 5'-7' 5'-'T 5'-T V-7' 5'-7' 5'-T` ! 5'-7" 3 3 3 3 3 3 3 3 V-2' S-2" _3'-2' N-2' S-2' 3'-2' V-2" 3'-2" 4 4 4 4 4 4 j 4 4 4 1'-6. 3'-6" 5'-6' 7'-6' 9' 6" I I'-6. 13-6' I5'-6' 1T-6" 3 3 3 3 3 3 3 3 13 I'-6" 1'-6" 1'- 6' I'-6" I'-6' 1'- 6- I'-6' 4 4 4 4 4 F 4 4 4 1'-0" I'-0" 1'-0' I'-0" I'-0. 64 158 2 04 251 - 298 14' 16' 18' 20 6.42 7 33 8.25 19. I7 I'-0' f'-0' I'-0`1 3 4 5_ 391 438, TABLE OF QUANTITIES TYPE L CON T CR E E REINFORCING STEEL Ft. Cu. Yd& BARS A 1 No. Lin. Ft.' BARS A -I No. Lln Ft" BARS B No. Lin. Ft" BARS B-1 No Lin. Ft BARS C No. Lin. Ft, BARS E No. Lin Ft. BARS F IWEIGHT No. Ft" ! LDr. D I - 2 A 2' 2" 1.71 4 3'- 2" 5 V- 2" 4 S - 6" - - 5 2'-0" - - !Lin. - S5 4' 6' 1.95 2.23 4 4 3'-2" S-2" 5 5 6-0" 7'-0" 4 4 3'-6" S-6" 3 7 4.3`304 4'-3"to4 5 5 2'-0" 2'-0" 3 3 2'-0" 4'-0" 3 3 1'-6" 1'-6" 84 i 119 8' 2 51 4 3' 2" 5 9' 0" 4 6" I II 3"ro4- 5 2'-0" 3 6'-0" 3 I - 6' ISa D I - 2 B 10' 12' 14 2.79 3.05 334 4 4 4 3'-2" -2 3'' 3-2" 5 5 5 II'•O" IS-O" 16-0" 4 4 4 3-6" 3'- 6" 3'-6" 15 19 23 4-3'104-5" V104-6 3'to4-e 5 5 S 2'-0. 7 0" 7-0' 3 3 3 8'-0" 0-0 12' 0" 3 3 3 I'-6" I' - 6" I'-6" 189 ~I 224 259 16' 3.61 1 4 3-2" 5 I71-0' 4 3-6" 27 -3"to4 5 2'-0" 3 14-0' 3 I'-6" 294 18' 3.89 4 3%2" 1 5 IV-0" 4 S-6" 1 31 •3"to43' 5 2'-0" 3 W-0" 3 1 I'-6" 329 -1 20 417 4 - 5 21-0' 1 4 3-6 35 41o4-e' S 1 2-0 3 is-0 3 . <. r s....p...r6.Xsp1.Al2'cc w M rod, r ed awt adltmi wrtsttq aenereN w /wsfd wNldwrt -I- d.feds 01 Ir.1 Frew• . C- .e. Sid iC-2 C w w won o1 N'3EI �w w La+.*+. •t• rer wdwri• A.wrr 4011d ,1.e ..T.<-<w.tf .owed w er awl •ball • T T �ww � r~ 7Y0 • TWO a , red ,l.•T }.�sr .r.wr.i �` •�•� Mr•-4 -•i.i r-►-i.�-i•-L.--i�i ONONE DETAILS I X I I e.. o rw.r ,rAdr t`,^y L+ao Cara J.w 4.0 Cd1wd a.w+ d.u" I r. 6 furl. a wrl " ewwrt.0 ,wed.. f:.,p r PLAwln ­V.­V. N "Now TM aw .w. M Awn.., w .dr, G.w Ire aldwam R..s ,�• Rod ----� ' .1' oppY awl ro awl a ban w fNtrI.. t SECT ON 9-0 r<D r� ---------------------------''' r,A. G... art 4 H r f OM 4 rw G-T tr od ball fw I loop r. �. ca3 IIIC,-T •o.dra : FRONT ELEVATION ==__ Yorro. `-- J T/w a Adw awed wed be .ow _ h.s Nw I0.vN. •r,1rr.1 w CO-2 , CG-i af..wlw �� i w,drw Stow A A '•.wNF wM.o" N M wOwr< 1 .� m...ax ." loll i d its oulyl par d A„tr• ow, .,osdea paled .rwepp wdr.rrol am ! • • I 0 ...< a M w.<Iwp.A" •ward M m,wAJ.q wed do aw. - c.r.r nor ­V. It .,•N{ bad MtM. Tw cwr Ir. •rtA . ea.dwn. er . "• "S'I�a�<ac �<.a..w �� -W."• Mww w.iw .n -oa 1,...«i .Irosp wed' !N "wNerd w we >u w Is M x.clvt .w w a03 "N0. ra"X.r • Mw a. <tea..awd i 1.-T b r�-t•r-•� r► sw ep. FV da.mrwr .nd d,lml,lede wwool w bawd 2a eECTTON A-. 2 rp.rp a e.sed.rp. r»-3A o+-awe I a-3c r-` r ed ---- I r .----� 1-_-_------------- I `l_-_ --- 7 71,1 7• PRO. -�` =�" i •,ram- L, �-1 L___. __ �//��J _J � a. I iI- red +.• ..p{ , I M w r aw•. Mw1 •.eo N M p,r+rdara 1 fnw ...,...... r ...n .. r .., w....w r rw.IS-1 lied rw " wrww+ IRR O.o ..r< . ".wall Tad - '"Ro,' 'M •. after. m "W *wow" fn. ow, t W .n n. Iwn..e1 M we+�<. • r ww.en . r r w r r rr..r bared OCTAR WWO VI """"In,.lw rlddn «M e.ttl+I.f. w M M el M .nwMe rP-nloom a ne, ('.I .,., w d•af awe.., r w r a.. I 4111wh w TO Cu" .wl.wdmN en e.erepwss e.0 IV e•re•f� tflwwN{ OM Its O<IW� 0�„M.Nna .rwl wewrwwee e{ 1.. <Wrwtw Ndw flaw <.M�INn. red N.r ,• rw •-p .oar, r..1 ,r, WITHOUT AITTp i Swot I of 2 ____ STANDARD CURB DROP INLET SPECIFIC;•5M- 12'-30" PIPE MAXIMUM DEPTH (H) 3 8' ;ZF RENCF ' VIRGINIA DEPARTMENT 233 100- 0?� - TRANSP&TAT10N j 302 rs. I •< , 11•wew0eapr.•.w.d.-R-LC w N.w<N bar Vow Mlr[Ma to gum" .rrNme w Premed wflld..ewt Id, .".. do" He raw IOAd , to awe G w L2' .4 . « E+w•'-' r:t 2- all. . tow rE awed. <c.dt� A• Frew 3-=. ® _ L'•Q "J Air RI lX..r P < t* aew I. Cwe - M A C• ff ' L C.orA C.•ra awl Ft+. ,w. < •• Oa re-< L-,�1 I?' -+I hr-J -r La.0 L-E Lr rL r•r r� �-30 r-Ir COLLAR LA Id. �-- I- .Elba w w. e. mewed. . tlr edam N r < 17 r Ietr SECTIOII A -A ®wrNnbmwc ✓�s• L.la,e sle� a "+.' PLAN VIEW F.• dw dptdk w 1 w ITT-, Wow d t04ry,wba q.Ilwi ball 4, roe' ""'W' Wfm must M •••T.SIDk ( Rolf f*W Rat dto.e Tk. doll Oft w el..w,w alma we. 3-i• -r r 2'Y grate 6 dl0rni aoRod! Voodoo .wo dwe.eaawn. r' dd.fT frlfY w red-•2,t--� r l- t-Nrwba-Ye.. to- T ti Y rTi'------,,'I..•fsmlr.wow L SECTION D-0 r-, - bwtfrrwewa I L Coe— B 2 nodnV. Cbll,; awMo , r. A•lo'r-: Y 0 Now .wawm ..e 41%. 0.03..r,, --� 'woo 1Nswwwa • m.a rrHMdH .lore SECTION 8-6 +rb wooed saw. M<r1Yw NMr b OU,.dr a• d FRONT ELEVATION ar'Kw< CGOoIN, - NAp. Slow,. .wN .la M Te.lrtt« N lee drew M baba. � a M oNb'. owe . bap -11 11WIt " de­u awe <a n ^'Pw' wan id ocwewn eal.eAe Me'1 .1a M .wK'Iw bawl M wed redo <..Vv t SECTION E-E tlAa red r,a : rl..a a SwrwVa w«w• w nrwo PP•'M w .AnAP,a a rasa " w -{' r-<F D•o..q �wE .r,rcAed Tlr coo a w.wl wrrq sko. w wla,ddd nr ace r fa M waer.+ •Y• 61w H I T., ..rmra •.wwwe la red n sw.w p,Aw rN.,,w. Mry , c<. �.2}•� r<w.ar.c 1 --'2.117 DI.2A DI-2P Di-2C ¢4_ T-i E• b AOwon �w' SECTION C-C •,+�.� ORATE :rP, a AI r.a e w b w ar.n an o,au ..._ ._-_ _ -- � - .. - - -.n.1n a ao111 l.w,w pr.rr <M•.M .noon %o w. m Sloops .a .w n saq� 'l mom moll " dM mom .Awed M M , fNNn dw.{row .ymMar,eo T., ..m "red M ml,,. .nw•• ,el.Adn. Vy wt�iNV Mdpw{M 0' 11N W ltr ew w M M V ,I" NlKlwp Pro -«' •e", {..c,IN w .ear red rN.' I r N b dspe n wrnda �e .00.,.�me� c� fo.viddoo I bawl,{ .M Its «,.., .<w.dar marl thaw.. na, IS. Tr awed a I—. SECTION F-F ,rri1 r a . n,",.- c• rnr +.orlo• r,rr fadro c.M,nm. e,",enNern o.w oast." al wwewl srAww� w f. .O.! -ear o". O• Iv IR awed rn,pr <VrU" STANDARD CURB DROP INSI SPECIFCIFICATIONET $ A e1 ; 12'-24" PIPE MAXIMUM DEPTH (H)=9 REFERENCE 104.03 ,' VIRGINIA DEPARTMENT Of 302 T RAMS POR TATION h w ..awe w. "wc wl, .. ONP" .Imo- won 'na,> w/fowl a..dlq a po" of .taw 1M s..wttwo. I I PLAN fa Slew w w IMYQNPI r.P) P,o.aa COVER XENDVEDO j ,•Y. rtt'►}I rkwl ll' n .k a •Seto v1A.0 a PI,AR Fa {Iw deloA{ w z'd STi _ •pereo (COVER XEfN0YE01 7 Owl• I - -. IFr ddw,N wp .tw 2w21 I - Carwow G.w eww ow tow 2d21 ..� 3•dls.�w raw M..Y11� n.m% - - - - f .� o nve.w. aan t" ..loos lank ean kvd- <'. ~I•~ ,• lo� � meow.eai s¢TIOX - RECOMMEWRXD MWAMUM - CAST IN PLACE HEIGMT CHAT FOR USE WITH I TO Ar RPES NE. L M aNn.o. (Led A-3 mmift w 1e1w1 For dws0s of Pr.Dpw Dt..' not allows Mr.on see Irwsw do&" wMIM PA«,wt Una AewmtaN Dleprdm, Pope 103.0t Tr red PIN P,- G i w a w ' d11Md Notts. pope 103.02 erMo .-.r r+ IY I IS' Ir 2r 30r 3a d2' j W rarr T I1• AppkcdlNe Aoc.d. B.ea. Awe. erMd Top 7,• rJ Ue--�-- T:r l r•1eM 2d E•3k r•If Y r I* r Y A'_{ 0444aw. D•9Ad 10307 it- 103.'2 M• r.r r* oewt�` red r.,e,K rs Its, LlN3 1 Ills Isr LIIM 034 1.+27 gip•-'-2r {T�-'!--y;�r--, ti.ww Mrwd deAr.w.trrrl'O3Q or (.r.11Yir.w.1 ~ >r •+3dt y - _ RPrd.,a"w ta,ltr.w wwnp „W Nro p,d<det aw tad n Iwo.. 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Rimmed r ow. aw bawl . to op awM Yo..wwid m- w wed word .{Illwn Pow Poe d.prd.d.w a od w OM-7B-. po„A Pw.r rlm 00 baw l w owl M Idem, o IS-' In ocoro.ncr owls SN dtrcw Id mm eude,bdlw •ode` Iwr 4%m w w w swwlwAe w Ilwd red plw d1 allow w bad Pp{ M �N CM Addim Arm, w w ew..n.Md rl b a M .Mw. e, Fw «Iwo d vim. rAwr, oseo• wN Y•a,p, oA0 mrtoco a S«oW 31.M ew ro lw Pre.r.ded t • leerMerllrm .rw tr V Id Sown Mw dw ~ 2.12 p1wb °po'0O<a "dr.od .d«wd Nwd or. r e. s,od" w r nw ro cordt dw,w SPECIFICATION Na PVdd A. d•r OW aY V.E REFERENCE gal STANDARD MEDIAN DROP INLET � 503 VIRGINIA DEPARTMENT OF TRANSPORTATION I cO 2 1 104.22 z W N Z LAJ 00 Z U _J ~ W N Z Z W O w O V _z a Y U O � X � IF- Z --� •LQ :NCO U � LAjVZ�'-� •Om<CA: M LA- W N J W O _ � W LAJ W- o3C.)z � O ULLJ O o M m V It 0 a- V C� O O N � O N � cn Q' N r In N U) � I (0 cn o c czz Y tT 0 0 In d m '� c O L S �c U 01 .. O .0 N x (n F� N Q O I� a �.LTH OF L f . PAINTER W. 18260 As,SIONAL SURVEY: C. I.: Marsh & N/A Legge DRAWN: JOB NO. TGP 9907014 SCALE: DATE: N/A 11/01/99 SHEET: 2/5 FUTURE SEWER BY F.C.S.A. III MH 1 IRIM= 742.50 INV.IN=737.20 155.63' INV.OU T= 734.00� -- ----�-------i-�--�- - 557'37'57"E 1,564.13' - - - - -- -- -- - -- -- -- -- -- -o- 1 0 45.00 5' PARKING SETBACK o / a -- W- - - - - - - - - - - - - - - - - - - - -- W -- --- - -- - - -- ----- w ----- --- ------------ W------- z UAIN -------- - - --------J--------��INECLTD EX._1N9IE� IN \� 15' B.R.L. � \ / 20"02" TAPPING SLEEVE & VA VE 0 T 15.6 - - - - -- - �_ EX. 20WA TTR EASEMENT 10 \ Ld DB 911 P 515 +- PK'O SEIO / 60C) / 'R 10'x9' CONC. 1- 22 1 /2• BEND \ \ \ \ 15.37' -J DUMPSTER PAD W/ / 6' WOOD FENCE 0 1 ENCLOSURE N NOTES: C1' THE LOADING AREA AT THE REAR OF THE BUILDING 2� ZO 6� / PROPOSED HEAVY PAVEMENT CONC. I SHALL BE PAVED IN ACCORDANCE WITH THE HEAVY LOADING AREA APRON 11 I PAVEMENT SECTION, AS SHOWN HEREIN, WITHIN ONE a \ (AREA SHALL BE STONED IF I (1) YEAR OF THE SITE PLAN APPROVAL., Q / o 1 F•L.S. PERMITTED BY PROPOSED TEXT 4LS THIS AREA MAY BE PAVED WITH THE STONE PAVEMENT Scale 1 �� = 20 ft ~� / A\ \ \ AMENDMENT) SECTION PROVIDED THAT AN APPROVED TEXT AMENDMENT \ THE D�PSHDTHAT ED SURFACEEWFOROTRTHE HESE TYPES OF FE OF ANE AS CILITIES. ES. / �N\ PROP. 30.00'-6"0 PVC � z /\ \ SDR-21 WATERLINE (2) CCgOi BOLLARDS (4S.'VC So 4'x6' CONC. k r�� CF �B6 \ \ F.H. \ STOOP & STEPS oo \Q' 33.7 / / \ \ 29 HEA PAVEMENT 30' [HEAVY PAVENT1-12"02"�6" TEE .L.SaI N ^ SECTION CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD Z 1-12"x6" TIPPPING n C1 166.83' 29'24'37" 325.00' 85.29' N54-36'02"W 165.00' W o 10' OVERHEAD D I C SLEEVE & V LVE P P 20 4'R 3068 DOOR GARAGE DOOR I I C d / TAP BY F.C. Z 0. t 3068 OR-,"/ t Co. LOT STOOP o - /vc / _ 1.2180 ACRES n �, , SHOWROOM & STORAGE 0 �, LOWER LEVEL o X 0 = 10,703 Sq. Ft.(TOTAL) o I \ Z Z ; PROPOSED CONTRACTOR'S OFFICE 00 / _TWO Q)_UNITS -- -- _-- .- - \ ONE STORY with MEZZANINE L.S Z� 0 24.00' HEIGHT=35' MAX. 20.0 ' �' 75-A-91D / P\-7'- F.L.S. AREA: 15 000 So. Ft. U W p H Z N w J / \ CP_ N_ F.F. = 748.00 OFFICE SPACE °p �; LOT 4 Z USE.'INDUSTRIAL TRANSITION NOTES: UPPER LEVEL o d 1"' ZONED.B-3 1. CALIPER MEASURED 12" ABOVE GRADE Q / / \ 4,297 Sq. Ft.(TOTAL) o 2. HEDGE PLANTS SHALL BE 36" TALL AT TIME OF PLANTING. o \ 3 4 0 SANITARY / / \ S WER LATERAL SUITE 100 SUITE 200 to 0 2.08% \ \ \ 4.50' 12 00' 4.50' 1 "o WATER SERVICE / 0 COPPER (Type "K" I 75-A-91F \ 1 I ' I X H? LOT 6 \ 1 31.12N USE -INDUSTRIAL TRANSITION ,R 2; 4' CONC. WALK o HDCP RAMP 4' CONC. WALK V � � Q / ZONED: B- 3 \ \ 50 5.3 _ fjR_ CUR Z C.) TAP BY F.C.S.A. \ TRAN ITION F .S. O J w \ \ \ o PRO 0 rr- p V V a N / ` \ METER BOX oN \ L' �J �LIl6j W W W U / STO{� ORP. 15 50'R' ! a 11M EX_ 6- V inSTR. 11 (TOP = 744.02) DI 3C, L 18' (TO BE REMOVED) TAP \T ,.: \ g'--� �. 8 8�}--8=-{--9'--{ 5 HEAVY PAVEME T INSTALL A DI-2C, L=4' (IN -LINE WITH GUTTER PAN) LiC7 Lhi / WAIVER REQUEST: F.C.S.. 50'R 1 NO RIGHT (TyP) (TyP) nv. PROP. 30"x19" I. In=739.90 Q � ON DEC. 15, 1999, THE PLANNING COMMISSION SECTION V' m � APPROVED A WAIVER FOR THE DRIVEWAY ALIGNMENT \ TURN SIGN o PROPOSED PARKING Realign 30"x19" Inv. In = 739.90 m / o AREA a� 30%19" Inv Out = 739.90 0 = REQUIREMENT SECTION 165-29.A.(12) OF THE \ v > ZONING ORDINANCE SO THAT THE PROPOSED ONE- HEAVY PAVEMENT �" o ° W W F- Y Li WAY DRIVEWAY CIRCULATION PATTERN MAY BE USED. \ ` 35' B.R.L. NO RIGHT W E < (A _j W O / SECTION (- (b OA PROP. DI-7, Type I Grote LIGHT PAVEMENT tN SIGN �= : TOP = 744.00 = a W \ ; SE TION v �m 15"0 Inv. In=740.40 V O U / 1 0 NO (Typ.) VL _ F° 30%19" Inv. Out=740.05 Z 1 cr Z 1 o f ER SICN \ C Q Y= / \ 25'R 20.00' o o i © PROP. DI-38, L=6' w V N By- ass Lowe o� 20 •C)' v co TOP = 745.80 a V Ex. W ter, a Need d Op• 15"0 Inv. Out=740.80 O C0 - 1-12"x8" TEE a v A © PROP. DI-38. L=12' 2El -12" G.V. &BOXES m CUB r - 4)45' B t - A TOP = 744.4 F- ♦♦''' 1-8" G. V. & BO \ \ RAN 5'R 30, ¢2. ! ,15"0 Inv. Out=7�b� 1 V 25'R ` _ C1 - & B.- 1S"o. J 5 R CURE /\ o CONS• ENTRANCEf \ 9 0 O TRANSITION \ a' (V CR Reconstruct 13.83'-30"x19' CEP �,.„ N _ 15 0 "`� �0 tNj. SIGHT DISTANCE = 650 ft. (+) TO END CL III ® ® 1.085� Slope 6p0 tt.+� jEOi SPEED LIMIT=25 MPH (NOT POSTED) 0.83% w \ \ \ � 0 0) 0) E = �p >> \ \ \ \ Cl) r r pOEtSjpNC \ NOp � �coI � M 51GHEOUSAP 11MS OILS B�co PNSI \ � O cD cD � '0) 0 0 N It It EX• 25M / o � 1-12" PLUG � .. / o m C 1 REVERSE v m \ GUTTER o SLOPE o (�� �Rqy \ C v X MH 2 / / \ RIH 2 ol�� O CO \ \ T \ O M 745.35 4&-Y/,IN= 736.15 =2 ^ \ op PVC p 0 5` o> \ G PAINTER a No. 18260 TRIP GENERATION: O�L7 CS_ �SS1oNAL MICHAEL G. PRELIP, INC.: COMMONWEALTH BUSINESS CENTER rj 1 / LOT 5, OFFICE COMPLEX ����/fy\ /n� o FC� �R ` l ` ` \ SURVEY: / A. AVERAGE VEHICLE TRIP ENDS: 1000 Sq. Ft. of GROSS FLOOR AREA \ �- U`_ �` � FiP/o) �37 00 FQv�RFD \- ,\ \ J M VE C. I. ) WEEKDAY ` '�� 9 S Merge & 2, Ln(T)=0.768(Ln(X)) + 3.654 X = 10,000/1000 -> 10 \ BS. \ DRAWN: JOB NO.: T = TRIPS/DAY 75-A-91A MH 3 \ o\� o / / \ ` \ \ TGP 9907014 X = 1000 SF OF FLOOR AREA LOT 1 USE INDUS TR/AL TRANSI TION T T �" / TOTAL: Or\v, oA\ v, / 75-A-91B MH 3 \\ \ 3�5, \ SCALE: DATE: ZONED.- B- 3 \ o A o Ln(T)=0.768(Ln(10)) + 3.654 -> 226.42 TRIPS LOT 2 RIM=744.50 TOTAL 227 TRIPS/DAY (WEEKDAY) -> �\? y\Z / /USE.INDUSTR/AL TRANSITION INV.IN=737.75 \ \ \ �C' , \ \ / \ N ZONED. INV OUT=737.55 \ 9 SHEET: o� C-) / \ \ 66 0 \ 3 5 PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZEREMARK-IQ ' JAPANESE ZELKOVA ZELKOVA SERRATA 2 -2.5 CALIPER NOTE 1 AM 10 LEGACY SUGAR MAPLE ACER SACCHARUM "LEGACY" 2"- 2.5" CALIPER NOTE 1 21 JAPANESE HOLLY ILEX CRENATA "ANGELICA" 3 GALLON ONTAINE 3 O.C. NOTE 2 FUTURE SEWER BY F.C.S.A, MH 1 -\ IRIM=742.50 \ INV.IN=737.20 INV.OUT=734.00, TO PS MU S57 37'57"E 1,564,13' _ _ _�_ ._ T - - T- - - - - - - r-- X x x - 245.00 5' PARKING S ACK �- - - - - - - -------------- ------------QNN.ECLlaEX. _WAIEIi IN � �, �15 B.R.L. � r 20' x12" TAPPING SLEEVE & VALVE - 7 -- WAT€R EAS£M£Mt 7.2 1 2' BEND \ 971 P '515 60'R I ' 47. I 1 O'x9' CONC. 1 - 22 / / \ K DUMPSTER PAD W/ EN LOSUREENCE NOTES: THE LOADING AREA AT THE REAR OF THE BUILDING20 0 ZO 60 PROPOSED HEIkVY PAVEMENT CONC. SHALL BE PAVED IN ACCORDANCE WITH THE HEAVY \ LOADING AREA APRON I PAVEMENT SECTION, AS SHOWN HEREIN, WITHIN ONE A`o\ (AREA SHALL BE STONED !IF I (1) YEAR OF THE SITE PLAN APPROVAL. PERMITTED BY PROPOSED TEXT THIS AREA MAY BE PAVED WITH THE STONE PAVEMENT ff - F.L.S. \ \ AMEN ENT) ! SECTION PROVIDED THAT AN APPROVED TEXT AMENDMENT Scale 1 20 ft I IS ADOPTED THAT ALLOWS FOR THE USE OF STONE AS / PROP. 30.00'-6"0 PVC � THE FINISHED SURFACE FOR THESE TYPES OF FACILITIES. 48.0 / \ \„ SDR-21 WATERLINE �^ (2) BOLLARDS <4s 'yG / / \ 2 k so c 48. S0 4'x6' CONC. TO PS MU F•H' \ STOOP & STEPS / ASSY / »45.0 " 44.5 47.5 F.L.S. \ ` \ HEA PAVEMENT' 44.0 HEAVY PAV NT p TO PS MU LECTION 5.7 48.0 48. SECTION' 48. CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD 1 -12"x 12"6" TEE \ F.Sd 5M� . 4'R C1 166.83' 29'24'37" 325.00' 85.29' N54'36'02"W 165.00' 1-12"x6" T*PPING W 44 10' OVERHEAD 9 D / SLEEVE & V LVE y . 20 3068 DOOR �8 / TAP BY F.C..A. P GARAGE DOOR 4'R �`� n, o" I .. 3068 DOOF� I O / / t � 4' CONIC. cn \\\N -, LOT 5 STOOP \-C 1.2180 ACRES SHOWROOM do STORAGE 1 � r , v, LOWER LEVEL 10,703 Sq. Ft.(TOTAL) PROPOSED CONTRACTOR'S OFFICE TWO (_UNITS - -- - - ?� ONE STORY with � MEZZANINE 5 47 LN A / \N HEIGHT 35 MAX. a, \\ I,I." F.L.S.d AREA: 15,000 Sq. Ft. J 75-A-910 / \ F.F.=748.00 OFFICE SPACE 1 a; LOT 4 / \ � _ � USE - INDUSTRIAL TRANSITION UPPER LEVEL o m \ ZONED.-5-3 / / \ 4,297 Sq. Ft.(TOTAL) o \ 3 4 0 SANITARY ('V S WEIR LATE RA / \\ 0 2.08% SUITE 100 SUITE 200 \ X / 1 "0 WATER SERVICE TO PS MU COPPER (Type "K" I / 75-A-91f- \ , 1 / LOT 6 7 \ USE.-INDUSTR/AL TRANSITION \ 5 6 4' CONIC. WALK o HDCP PAMP 4CONC WALK 47 I EROSION & SEDIMENT CONTROL KEY ZONED.'B-3 TAP BY \ 17.1 F .S. 47.0 CUR F.C.S.A. \ TO S MU k 0 c MU 46. TRA ITIO xx 5 �/ \ AEll METER -PROF R BOX it , 15 R o . o? / / \ 15' R 46.9 46.7 / ORP. 46. `J0G6 f- I oa 11M DI(-3C STIR. 11'(TO BE (TOP 744.02) STO REMOVED TAP by ` 1,, 5 6 C r47. INSTALL A DI-2C, L=4' (IN -LINE WITH GUTTER PAN) WAIVER REQUEST: F.C.S.50'R ON DEC. 15, 1999, THE PLANNING COMMISSION 6ct 4 � NO RIGHT HE N T ^� PROP. 30"x19" Inv. In=739.90 APPROVED A WAIVER FOR THE DRIVEWAY ALIGNMENT \ ` TURN SIGN ,\ PROPOSED PARKING I � Realign 30"x19" Inv. In = 739.90 / REOUIREMENT SECTION 165-29.A.(12) OF THE \ , AREA q) 30%19" Inv Out = 739.90 ZONING ORDINANCE SO THAT THE PROPOSED ONE- HEAVY PAVEMENT B.R. O WAY DRIVEWAY CIRCULATION PATTERN MAY BE USED. \ ` N SECTION 35' 0 RIGHT �u E ® a) OA PROP. DI-7, Type I Grate LIGHTAVEMENT L _I �N SIGN 2 Q I� TOP = 744.00 \ ` 8E11 TION Q ® IO m 15"0 Inv. In=740.40 6. / \ \ 46 5 R 0 4 p546. `T� 30"x19" Inv. Out=740.05 6.7 + \ ENTER iSl N 0 \ 25'R j © PROP. DI-3B, L=6' ' ,tp45 75 6.25 B 4Ss -Lowe -"'CT P- V) TOP = 745.80 TO PS MU \\ 46.5 �, Ex. er, a Need d 15"0 Inv. Out=740.80 3.02 TEMPORARY STONE o o0 000 °o°o°o°o°o CONSTRUCTION CE o°00000000000000000 ° 0000000000000000 ENTRANCE O 3.05 SILT FENCE $F --X- X 3.07 STORM DRAIN IP INLET PROTECTION 3.18 OUTLET OP / o 00 0°00 00°0° °O°oOoo°o°o°000 PROTECTION 0 3.30 TOPSOILING TQ TO 3.32 PERMANENT SEEDING PS 3.35 MULCHING ' \ \ � 4 ARKING SETBA K .8 4 _ Wei 1-12"x8" TEE ! 4 © PROP. D.I-3B, L=12' 2-12" G.V. & BOXES \ CU B TOP = 744,41- ' 1-8" G.V. & BO \ \ TRANS i~•� 4') �' 4?. J A 15"0 Inv. Out-�7_4U-4 ' \ 25'R 5. as 75 ® p fir; CURB �\ \ L / ENTRANCE O 55� ' CONIC_ Ci -- TRANSITION \ ' 37 C Rq /` Reconstruct-13.83'-30"x19 CEP I !! 45 CL. rll -- 15 0 -- ® 1 085% Slope / \ l ® 0.83% W \ 4 �N o - 44 5 0 A, 3C L , Jg SEA M 1 / \ 0 1 0 11 M CEO CO V 45 MAN R � NvP/ \\ \ \ \ �X• 25MPN / 1-12" PLUG \ \ \ \ REVERSE GUTTER SLOPE o o o) CO MH 2 ` ^� I� �� \ \ 4SFMFN \ \ \ MH 2.(z) \ \ / k RIM=745.35 44LY.IN= 736.15 o / / o o INV. _-IZ55.95 �6 55' 41 / j \ Ex, l27 / \ \ \ \ \ / PVC C) 0 0) \ TRIP GENERATION: MICHAEL G. PRELIP, INC.: COMMONWEALTH BUSINESS CENTER ' LOT 5, OFFICE COMPLEX ' A.) AVERAGE VEHICLE TRIP ENDS. 1000 Sq. Ft. of GROSS FLOOR AREA WEEKDAY / Ln(T)=0.768(Ln(X)) + 3.654 X = 10,000/1000 -> 10 T = TRIPS/DAY 75-A-91A \ X = 1000 SF OF FLOOR AREA LOT 1 TOTAL: USE.' INDUSTRIAL TRA N Ln(T)=0 768(Ln(10)) + 3.654 -> 226.42 TRIPS ZONED' ' TOTAL -> 227 TRIPS/DAY (WEEKDAY) e��✓y /n UD � v1 n \� O -{ j -` z -� MH 3 n C�\r 75-A-918 MH 3 \ LOT 2 RIM=744.50� Z \ Z �l USE.' INDUSTRIAL TRANSITION I N V. I N = 7 37.7 5 \ VC ® \ n,�\) -` ZONED.-8-3 INV.OUT=737.55 \ 166g \ \ \ z O Q_ cn o Q O ,r jdZ Z� 0 � 00 W 1- �o 0 U � Z W Lv W � � ►= C7 V) 0 z Q o= 0 Lin C)VQ •V w�Z U J N Z�U�> J a- C-) to - La ]C cr VZ F- � N W L I Uj �C) ca cic LI LLJ WN_jLwO _ W � �o3�Z � C) LLJ o � V V J O a N cn t` I\ N Ln 0 � I I N N 0_ cD (0 c � -0)o 0 It It m ( c o 0 Q) x 0 •- - N O �PtiTH OF 0 v TIMOTHY G. PAINTER a No. 18260 I S loo G ti ASS/ ONA1, SURVEY: C I.: Marsh & 2' Legge DRAWN: JOB NO.: TGP 9907014 SCALE: DATE: 1 "= 20, 0' 11 /01 /99 SHEET: 4/5 HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND HANDICAP PARKING DETAIL NTS 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 2" SM-2AL BIT CONC. SURFACE COARSE 8" 21- A COMPACTED SUBGRADE- II FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL HANDICAP SIGN DETAIL N.T S. PAVEMENT DETAILS N.T.S. LIGHT 2" SM-2AL BIT. CONIC SURFACE COARSE 6" 21- A -7 COMPACTED SUBGRADE NOTE: HEAVY PAVEMENT SECTION TO BE INSTALLED IN THE ENTRANCE & MAIN ISLE AS SHOWN ON PLAN LIGHT PAVEMENT SECTION TO BE INSTALLED IN FRONT PARKING AREA. STANDARD PIPE BEDDING DETAIL WATER MAIN SANITARY SEWER PIPE INTS 12" x 18" STD 12" x 6" STD. STD U-CHANNEL POST PROP, GROUND RESERVED PARKING [VAN ACCESSIBLE] STONE 8" 21-A —IIj—III COMPACTED SUBGRADE -W—L- CG- 6 COMBINA1 ION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) FIRE LANE SIGN N.T S. 6 3 12" x 18" STD. STD U-CHANNEL POST PROP GROUND IIII II NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED. AND WEAK BRANCHES III EEa Ell I� oa ° - ^ ALL SHRUB BEDS TO BE COMPLETELY J1 EXCAVATED OF ALL EXISTING SOIL STONE AGGREGATE � TO REQUIRED DEPTH AND BACKFiIIED W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPT =� as COMPLETELY REMOVE ALL STRINGS. RIBBONS, AND TAGS FROM PLANT. TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE DUMPSTER PAD DETAIL N.T.S. o. o. CG-6R COMBINATION 6" CURB & GUTTER REVERSED NTS CG- 2 HEADER CURB N.T.S. (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) -2" =T * - SURFACE CONCRETE TO BE CLASS A3 IF THIS ITEM MAY BE PRECAST CAST IN PLACE. 4000 PSI IF BASE OR CAST IN PLACE PRECAST. SUBBASE STORM SEWER PROFILE SCALES: (H) 1" -50.0' M _ 1 _ 5. 0' 750 750 EXISTING GRADE PROPOSED GRADE 745 745 740 IL 740 PROP. 42. '715"0 RCP EX. 8" CL. III 0 It. 95% WATER MAIN RECONS U T 13.83'-3 "x19" RCEP 0 1.085 0 7351 735 �X. 38' ,•x1_9" RCE 0 0.79 730 730 LJ ao_ r � � --- _ .. J $ k� _ 0 ck: E3 _ - V 0 }-- > 0 CT1 Cn - 6 - -W - M C� o Ld Il z a1 0 _J a •- O w I Z>r!- zr > - I It r I 09 N M tY f p � 11 N X a n x r II � x :" O Z p 0 Z Z 4: oD 00 t,.t I I Z 4__ -w CF A j s �. . 0 o� 0 > 3 zz - - -Z 0r- aor .Z._� - -� a,r- d o -�c� )o - - o Q . CL s .__M awe + X }C YC. M W Lo + 0 �Y W G� . _ a. Iz r') + �Il-O .. _ r- rn + - 411.. f- •- __ . ._ I- 10+00 11 +00 12+00 REMOVE TOP 1/3 OF ALL " - BURLAP FABRIC AROUND R00T BALL. SCARIFY ROOTS ON POT- BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT —� � 6.. J 1 O X 1 O' THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS, NOTE: CURB HAVING A RADIUS OF 300 ft.. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS. RADIAL CURB. 4" CRUSHED STONE * THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (3500 PSI) 6" CONC (15" DEPTH) OR INCREASED AS MUCH AS 3"(21" DEPTH) 6"x6"xW2.9Xw2.9 IN ORDER THAT THE BOTTOM OF CURB HALL COINCIDE WWF(1.5" MIN CLEAR) WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH SHRUB PLANTING BED SECTION TYPICAL CURB CUT DETAIL N.T S. 1 2 EDGE OF GUTTER NOTE: TO BE USED AS DIRECTED BY V.D.O.T. CONCRETE SIDEWALK DETAIL N.T.S. EXP. JNT. MATERIAL LL__� CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC Slope 1 /4": 1- 0" C G G a 00000000000000000000000 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. MIN, TREE PLANTING SECTION STORM SEWER PROFILE SCALES: (H) 1" =50.0' (V) 1" = 5 0' 1 1 M >✓ I 750 _ I 750 EXISTING GRADE PROPOSED GRADE 745 745 740 740 PROP. 61 .08'-15" 0 RCP 0 0.8 I 735 735 730 730 Q D_ w v_ O � 0 AJ 4 M w ZCn J WIZ II > M Ib O cn 1-11 �� _max_ - I a) X a 1- X _ FxMZ J _0_ ..� _ n1_ t0 - -- M�m - 0r� -4 + in +�� 10+00 11 +00 12+00 FENCE DETAIL 2x6 TOP RA 1x6 BOARD, FRONT & B� TOE NAIL EA W/ 2-8d N (EA. RAIL) 8'-4x4 POS �-t 2x6 BOTTOM ATTACH RAIL RADE W/ 3-10d (EA. RAIL) 12" DIA. PO FILL W/CON, 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) 4' GATES SIMILAR. PROVIDE GATE LATCH. THIS DETAIL SHALL BE USED FOR THE LANDSCAPE FENCE AND THE GATES AND ENCLOSURES FOR THE DUMPSTER PADS. Z O CL U cn W 0 O Z L0 U p Q X Z V � N m zCL U > V J N'I ]IL M N (.> � U Z �W—' � CL is- N N G O m � = X LA_ WN'�JWO Ne LA- _ W �o3Vi JJLOULIJ o m V cr_ Va O O N 7 O N d) to (0 0) r N r ur) _ N In I N c0 L �0 cn 0 c0 _ 0 U tT O ILn .. N N m 4 O -I-PA s _c w ax .. o . - a, a N Q o M a vOp- 1p, v t C TNM . PAINTER a No. 18260 A 11 SURVEY: C.I.: Marsh & N/A Legge DRAWN: JOB NO, TGP 9907014 SCALE: DATE: AS SHOWN 11/01/99 SHEET: 5/5