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HomeMy WebLinkAbout46-01 Winchester Equipment Company - Gainesboro - Backfile (2)WINCHESTER EQUIPMENT COMPANY OFFICE, SHOWROOM, SALES, AND SERVICE COMPLEX PROJECT: WINCHESTER EQUIPMENT CO. OWNER: WINCHESTER EQUIPMENT CO. NEW OFFICE & SHOP FACILITY 620 PENNSYLVANIA AVENUE INDIAN HOLLOW ROAD WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22602 (540) 667-2244 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: MARSH & LEGGE LAND LANDSCAPE 302 S. BRADDOCK ST., SURVEYORS, P.L.C. ARCHITECT: SUITE 200 560 N. LOUDOUN STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5.792 (540) 667-0468 Contact: TIMOTHY G. PAINTER Contact: SCOTT MARSH PARCEL INFORMATION: TAX MAP NO.: 42-A-188 SITE AREA: 14.8967 Ac. PROP. 80' R-O-W: 1,6860 Ac. NET PARCEL AREA: 13.2107 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-3 INDUSTRIAL TRANSITION DISTRICT PROPOSED USE: GENERAL AND HEAVY EQUIPMENT RENTAL AND LEASING UTILITY TRAILER RENTALS EQUIPMENT SALES AND SERVICE AND SERVICE 'URRENT PSF: VACANT ;AGRICULTURAL) ZONING REQUIREMENTS: PARCEL COVERAGE MUST NOT EXCEED 750. :OVERAGE (BUILDINGS & DRIVE AREAS 9.9080 Ac.1 FLOOR AREA TO, L'JT AREA RAT IG (F.A.R. FRONT: "Al FT. iPR.IMARY OR ARTERIA.1. HIGHWAY) REAR: 15 FT. ;IDF.: I5 FT. I PER 250 SQ. FT. SPACE PER 4w'j SQ. FT. vF ENCLOSED FLOGR AREA ! SPACE F'ER 306;1 SQ. FT. OF OUTSIDE DISPLAY AREA 9'x20' 9000 S'. FT.!250 SQ. FT. 3'.6 => 36 SPACES • i8, 98 S4. FT . ; 40(1 SQ. FT. = 97. 98 SPACES 'T. - 12.9 -> 13 3PACEIQ _47 SPACES iNCII ES .. MININLT! ';F' FA.. VAN A(7rFccTELF. SPACE' Li_17z.S 4 KA, VAN A<'•"'Fc ?:sLi: :ii.r:.'F' (ACES yr ` 9 t)248 A!::RF.S G9 5L). F.I .,183 ACRES) ;..:... z 18, 30z SO. FT. AC_RE3 ) ZONING NOTES: F'•: � r-4.:. Pkr: 'F<C+tom' ?E r � r E ;.NI:. r . : HAVE BEEN { Plans approved by: I Frederick County Public Works Department c Plan Revi RESPON IBLE LAND D STURBER NAME: CLV i J D0114VLIJ CERTIFICATION L) DI- DATE:-`� THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. WINCHESTE� EQUIPMENT COMPANY �UT�S. ROUTE 522 01 MkTAAGISTERIAL DISTRICT FREDERICK COUNTY. VIRGINIA 0O m PMO Ct . 01 l Rr 6 II �� Rt 72 t l! 1 a �Tivwnw TraMr - Pork s R . 3 --� A^01) �q SITE Lon. •: - INDEX TO CITY/COUNTY LOCATION PIN 42-A-187 PIN 42-A-184 DB JOSEPH LIZER CHARLES JOSEP 793 PG 703 H LIZER DB 898 PG 408 TRUCKS LOADING AREA DISPLAY AREA � I C_ n co CO F- Z I a PROPOSED BUILDING O �7tV N � Z � I t I PROP. GRAVEL TURN -AROUND I -- -- -- -- -- -- PIN 42- A-190 FRUIT HILL ORCHARD, INC. DB 543 PG 173 SCALE: 1 "=100' PAINTE10-LEWK_"Fjj',. P.LC 1 r:'SOUTH ERADDri :K S(F';EEI SUiIE''0o WINCHESTER, VIRGINIA 22601 (540) 662-5792 VICINITY MAP 1 " = 1000' �0) �J ti 'IN 42-A-186 -COOL BOARD OF IDERICK COUNTY O O O O Aew fALTN ply TIMOTHIV. AINTER No. 182W $0't'4 Slop �4 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 NCR 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 CAN 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) HATCHINGSPOT D INDICATES PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). WINCHESTER EQUIPMENT COMPANY LIST OF DRAWINGS SHT. 1 / 11: COVER SHEET & ZONING NOTES SHT. 2/11: GENERAL NOTES & CONSTRUCTION NOTES SHT. 3/11: SITE LAYOUT PLAN SHT. 4/ 11: SITE GRADING PLAN SHT. 5/11: EROSION & SEDIMENT CONTROL PLAN SHT. 6/ 11: EROSION & SEDIMENT CONTROL DETAILS SHT. 7/ 11: STORM SEINER PROFILES SHT. 8/ 11: STORM SEWER DETAILS SHT. 9/ 11: CONSTRUCTION DETAILS SHT. 10/ 11: STORM WATER MANAGEMENT DETAILS SHT. 11 / 11: ENTRANCE ROAD DETAIL PLAN & PROFILE APPROVED BY THE ZONING ADMINISTRATOR FREDERICK COUNTY, VIRGINIA ZONM ADMINSMATOR DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM, DATE OF APPROVAL. SHEET: 1 /11 1 NO.: 0009005 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 1-800-257-7-177 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, I1' 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 'DIMES. 7, TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINC'HESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. 6 G.S. DATUM AND A CONTOUR INTERVAL OF ONE (11) FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED 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 DENNY'S LANE AND BERRYVILLE PIKE R-O-W's. 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 ALI, EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SIDE 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 SHALI. 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 lb/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 Lb/AC. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 208 PERENNIAL RYEGRASS 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 ENTERIlNG 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. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL. OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND L:I.EARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED ON THE PLANS OR AS DIRECTEU BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. 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. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. 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. 7, ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED ANU MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIE : 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL, CONFORM TO THESE PLAINS AND SHALL MEET ALL REQUIREMENTS OF THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY DEPARTMENT OF HEALTH. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY HEALTH DEPARTMENT. 3. THE PROPOSED SEWER SERVICE LATERALS SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% AND 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 1.04*. THE SERVICE SHALL BE RUN TO THE EXISTING DRAIN FIELD LOCATION AND BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND REGULATIONS OF THE COMMONWEALTH OF VIRGINIA DEPARTMENT OF' HEALTH. ALL. WORK SHALL BE COORDINATED WITH THE HEALTH DEPARTMENT. 4. THE WATER FOR THIS COMPLEX SHALL BE SUPPLIED FROM THE PROPOSED CLASS 2C WELL IN APPROXIMATELY THE LOCATION SHOWN ON THE PLANS. ACTUAL LOCATION AND ALL RELATED WORK SHALL BE COORDINATED WITH THE VIRGINIA DEPARTMENT OF HEALTH. 5. THE WATER MAIN SHALh BE: INST-ALLED AS SHOWN. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF' SHALL. BE C'JNTROLLED BY THE PROPOSEU STORM SEWER SYSTEMS AND THE PROPOSED ON -SITE STORM WATER MANAGEMENT FACILITY. THE RUNOFF DRAINS INTO THE PROPOSED ITN-SITF. STORM SEWER SYSTEMS WHICH CONVEY THE STORM WATER RUNOFF TO THE. ON-SITF. STORM WATER MANAGEMENT FACILITY. THE: FINISHED FLOOR ELEVATION HAS BEEN ESTABLISHED SO THAT IT LS WELL: ABOVE THE 100 YEAR FLOOD LEVEL. (SEF. THE STORM WATER MANAGEMENT REPORT FOR CALCULATIONS) 2. ALL. STORM SEWER STRUCTURES SHALL HAVE A VDCT IS-1 FLOW LINE POURED IN THE BOTTOM TC, FACIL.ITATE FLOW THROUGH THE STRUCTURE;. ALL, 5l1krAT E: WATER SHALL BE c'ONVEYED TO THE ON -SITE STORM SEWER SYSTEMS BY TFiE PRCIPC? FI 1'11RBS AND by SHEET FLOW, AS INDICATED ON THESE DRAWINGS. ALL DOWNSP(MT- :SHALL BE PIPFI) TO THE PROPOSED STORM SEWER SYSTEMS OR SHALL DISCHARGE DIRECTLY ONTO THE GROUND SO AS TO CONVEY THE ROOF DRAINAGE AWAY FROM THE BUILDiN(;. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, 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 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. LANDSCAPENOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3 ZONING DISTRICTS. 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. 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 ACC.°ORDING 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 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. 8. 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 #9 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL BE 2"x2"x72". 9. USE SHREDDED HARDWOOD BARK MULCH IN ALI, 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 ALL BEDDING AREAS BY MIXING INTO THE TOE' 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. EROSION AND SEDIMENT CONTROL GENERAL NOTES A. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. B. A Frederick Cc>unty Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to 0 1 ro a adtnir4ls ato u P 4 9 commencement of construction of this project. C. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. C. Th e contractor i cinstallation of an t s responsible for the y additional erasion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction of a proposed office parts sales equipment service , . equipment showroom, and warehouse facility, with related driveways and parking facilities, site grading, well s septic field, storm water management pond, serviCr utilities, and site landscaping. 2. Existing Conditions: The 1.4.75 acre tract is currently undeveloped and was previously used for agricultural purposes. The site has approximately 509 linear feet of road frontage along Indian Hollow Road (VA. Route 679) which provides access to the site, and is located at the cross -over of North Frederick Pike (U.S. Route 522) and the intersection with Indian Hollow Road. The adjacent 8.64 acre tract which makes up the remainder of the project area is located southeasterly of the 14.75 acre parcel and has 350 linear feet of frontage along North Frederick Pike. Development will impact both tracts tsee the site layout. and grading plans!. The urea is generally rural in nature. There exists a business strip along North Frederick Pike (U.S. Route 522), however, the parcels surrounding these lots are used for agricultural and residential purposes. The site is gently sloping from the west or rear of the site adjacent to the residential section towards the front or Indian Hollow Road and the easterly property line. A large Swale exists through the middle portion of these tracts that generally flows from west to east. Which handles the majority of the storm water runoff in and around the site. A small portion of the site flows towards the orchard area at the rear of the second tract with the remainder of the site flawing to an existing 18" storm culvert located under Indian Hollow Road. (See enclosed Exhibit 3 for parcel layout.) 3. Adjacent Areas: The site is bounded on the north by Indian Hollow Ruad (VA. Route 679) and North Frederick Pike (U.S. Route 522'. The land to the west is developed land consisting mainly of mediiim-lot single-family residences. The eastern and southern boundaries are bounded agricultural land that is currently being used as apple orchards. This land is also part of the Second Battle of Winchester Battlefield Apple Pie Ridge District. Buffers along these boundary lines have been proffered to help preserve the battle field district. 4. :Solis: The soils asap of Frederick County indicates the fol.owing soil types exist within this project area. On -site sun 6 have been disrorbed previously for the planting and harvesting of agricultural crops. 14B: Frederick-Poplimentu loam_,: t2 --7 slopes). Hydrologic soil group B, Mass 111 i1S. (Approx . 60"•. ) 14C: Frederick-Poplimento loamy: 0:-15=. slOpes;. Hydrologic soil group B, Class 11 Sull.:. i Approx.. 9 i. ) 17C: Frederick-Poplimento-Rock :,utcrop complex: i2(5-7Y,. slopes). Hydrologic soil group B, Class II Soils. (Approx. 1i) (See the attached exhibit indicating the soil types. ('OUNTI' of FREDERI('K. Department of'Planning and Development AW 665.56i1 t AX: i40/665-6345 May 31, 2001 Mr. John C. Lewis, P.E., C.L.A. Painter -Lewis. P.L.C. 302 S. Braddock Street, Suite 200 Winchester, VA 22601 RE: REZONING ##04-01 FOR WINCHESTER EQUIPMENT COMPANY Dear Johri The Frederick County Board of Supervisors approved the above -referenced application to rezone 23.39 acres from RA (Rural Areas) to B3 (Industrial'I'mnsition) at their meeting on May 23, 2001 This property is located adjacent to the dumpster site on N. Frederick Pike (Rt. 522) and Indian Hollow Road (Rt. 679), across from the Virginia Farm Market, and is identified with Property Identification Numbers 42-A- 188 and 42-A- 189 in the Gainesboro Magisterial District. The proffers that were approved as a part of this rezoning application are unique to this property and are binding regardless of ownership. Enclosed is a copy of the adopted proffer statement for your records. Please do not hesitate to contact this office if you have any questions regarding the approval of this rezoning application. S i erely, Ic R. Lawrence Deputy Director ERIAch cc: *E. Frank Smith *Doug Rinker, Winchester Equipment Company Sidney Reyes, Opequon District Supervisor Jane Anderson, Real ()state *Steve Melnikoff, VDOT (" - cc's with copy of proffers) 42 A 190 ZONED: RA USE: VACANT s +miff E rAtul a- s Jnr /r r - =JV I42 •-A--226 ZONED: RA USE: RESIDENTIAL 107 North Kent Street • %Vinchester, Virginia 22601.8tHH) 53--A -2 ZONED: RA USE. VACANT I�I i I Ii K NW& S1W M FURM RM ( 1 I II I 42-A 189 I 42-A- 188 8.64 ACRES j I 14.75 ACRES ZONED: RA I ZONE1k RA I JSE: VACANT I II USE: r.C/I:dT IIt 1 LL�Wp, 1 I �Wft 42-A--227 ZONED: RA USE: VACANT `;,air I •-�6d..i T mo s: aLi wi N 97[ f t2�-1A-18/ I ZONED: RA USE: VACANT I zc' a�trx --Ts' wtcmE N1RER 42-A- 184 ZONED: RA USE: RESIDENTW- -,s w f -M E 42--A-186 ZONED: RA USE: TRANS. STATION t� aAp 42-A--228 ZONED: 92 � .USE: COMAIFRCIAI_ 42-A-227 ZONED: RA E. FRANK SMITH PROPERTY USE: VACANT FREDERICK COUNTY, VA • r,aeu Trues TIY! DATe 2 MpT d l�n FAVKM PAINTER--LEVAS, P.L.C. VANCHESTER, VIRGINIA SnE DEVELOPMENT PLAN URAMNMO KIM ExH aIT 3 t •wj ill 1 .91 PROFFER STATEMENT PROFFER STATEMENT PARCEL ID 42 ((A)) 188 and 42((A)) 189 PARCEL_ ID 42 ((A)) 188 and 42((A)) 189 near to or through the subject parcels and intersects with Route 522 at the existing 3 The owner will reserve for dedication of an easement to Civil War interest signalized intersection of Route 522 and Route 679 The exact alignment of the groups a portion of the subject property in order that said interest group can roadway is unknown, as is the timing for construction Therefore the owner reserves create an interpretive site The Civil War interest group must De a recognized the right to adjust the alignment of the 80' reserve strip from the location shown on legal entity able to receive such easement rights All expenses associated with Z Exhibit 3 The owner agrees to depict the 80' reserve strip in all future site development the creation of legal easement and use documents will be borne by the owner plans required to be submitted to Frederick County Department of Planning and All expenses associated with structural and/or aesthetic improvements within the Zoning See Proffer #5 easement for the purposes of access, public viewing of the area, and CL interpretation of events associated with the Civil War, shall be born by the Civil War interest group Such improvements shall meet prudent engineering The owner recognizes that the development of the site will have certain impacts on the practices and all design standards of the Frederick County Zoning Ordinance O adjacent properties as well as the view sheds associated with the Second Battle of Winchester The owner is willing to proffer a "generalized site plan" as part of this 4 The owner will establish a 25' active buffer and a 25' inactive buffer along the rezoning request to illustrate the layout of the proposed improvements proposed for eastern and southern property boundaries of the site as shown on Exhibit 3 Parcel 42-A-188 The Generalized Site Plan is attached hereto See Proffer #6 5 The owner will reserve for dedication to the County of Frederick a strip of land Pursuant to the applicable provisions of the Frederick County Zoning Ordinance, the eighty feet in width and running north to south across the subject parcels for the undersigned applicant proffers that in the event that the Board of Supervisors of purpose of the future construction of a road to connect Route 522 to Route 50 Frederick County shall approve Rezoning Application #_ for the rezoning of This voluntary reservation of land shall be valid" for as long as the Frederick 23.39 acres on Parcels 42-A-188 and 42-A-189 from RA to B3, development of this County Comprehensive Policy Plan identifies this general area as a potential LA1 ti particular 2.3.39 acres will be in conformity with the terms and conditions set forth inroute for a collector road to connect Route 50 with Route 522 tf future planning Q this document These terms and conditions may be subsequently amended or revised action by Frederick County results in the repositioning of this road in a location by the owner of the property with permission froin the Frederick County Board of other than through the subject parcel the reservation of the land referred to Supervisors in accordance with Frederick County codes These proffers shall be herein will expire binding on the owner and their legal successors or assigns. Z 6. The owner will develop Parcel 42-A-188 in general conformance with Drawing PROFFERS No GSP-1, titled "GENERALIZED SITE PLAN" attached hereto For a period of time as long as the subject land maintains a 83 Zoning the land Monetary Contribution to Frederick County Service Organizations will be developed for the following uses 1 General Business Offices fhe owner will donate or will cause to be paid to the Round Mill Community Fire and 2 Uses which are identified by the following Standard Industrial Codes Rescue Company No 15 the sum of $1,000 00 for impacts to fire and rescue services. a 50-wholesale trade of durable goods, This Sum will be patd upon receipt of the first building permit issued subsequent to the N b 51-wholesale trade of nondurable goods (excluding beer, wine, and approval of this rezoning for any proposed structure ad W distlUed alcoholic beverages) F-- c 52-retail sales of building materials, hardware, garden supplies, and 1 he conditions proffered above shall be binding on the heirs, executors, administrators N 0 rnobile home dealers, assigns, and successors In the interest of the owner. In the event that the Frederick W Z d 5599-automotive dealers nut elsewhere classified, County Board of Supervisors grant this rezoning and accepts these proffers, then these e 7353--heavy construction equipment rental and leasing, proffers shall apply to the land rezoned in addition to the other requirements of the 0 Z f 7 359-equipment rental and leasing not elsewhere classified. Frederick County Code Z C) g 7519-utility trailer and recreattonal vehicle rental, 11 7699-repair shops and related service not elsewhere classified J V 2 The land and any improvements thereto will be expressly not used for the erection of communication towers which exceed a height of 35 feet. W j-- Z V1 w �O � U 1- 0 Z 3 Q .`i. Critical Areas: n. Maintenance: There are two, c:ritic:al areas of thtt site. The large .wale The contractor shall be responsible for the installation and which conveys the majority or the storm water:' through Che maintenance of all erosion and 6edimenr, control measures. i" site and the area adjacent. to Indian Hollow Road where the All measures shall be inspected da.iiy and after each Z V existing 18" CMP culvert is installed. These areas control significant rainfall by the site superintendent or his Q and convey the storm Water runoff through the site and pose representative. Any damaged structures shall be repaired cr d. I the greatest areas of sediment deposition during the replaced by the end of work that day. Z consteuction process. These areas are gently sloping and O 0 with the appropriate control measures Can be easily a. The Construction entrance shall be maintained so is i maintained. control the amount of soil materials that may get caught in V the stone bed. If the stone becomes clogged with soil and N _ j 6. Erosion and Sediment Control Measures: mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of Z w a. Erosion and Sediment Control Measures shall be installed the construction entrance construction. If this measure W prior to any land disturbing activities. The work shall be fails to properly clean the construction vehicles, then a W W confined to the designated limits of construction. For this wash rack must be installed as directF-d by the local I•rogram I. - project., the limits of construction are defined as the administrator. V property boundaries and the existing edge of pavement of Indian Q Q Hollow Road. b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for CY(� b. No disturbed areas shai 1 be denuded for more than thirty deposited sediment If sediment is trapped, it shall b e W (30) days. The contractor shall stabilize all. exposed areas cleaned carefully so as not to release the trapped sediment • x within seven (7) days after the end of construction of that downstream or on adjacent properties. (%) O phase of the work. If possible, all natural vegetation W and/or mulching shall be used to protect areas exposed C. The sediment traps shall be checked regularly for during development of the site. The existing vegetation deposited sediment,. If sediment is trapped or if there is N Q W along the property lines shall remain in place and be exressive buildup of sediment in the bottom of the traps, W N Q protected during the construction process to the greatest then the traps shall be cleaned carefully so as not to = W possible extent. release the trapped sediment downstream and disposed W properly off -site. V Z c. Soil stockpiles must be stabilized or protected with F Z LA_ sediment trapping measures to prevent soil loss. Utility d. All seeded and sodded areas shall be checked regularly to W .Q trenches located outside of paved areas shall be seeded and ensure that a good stand of grass is maintained. Areas shall __3 mulched within two (2) weeks of backfzlling. be repaired, fertilized, and reseeded or resodded, as 0 required d d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall O be removed, as approved by the local program administrator. R O All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and J N mulched, as needed. 0 O CV e. All properties adjacent to the site shall be protected O (7) 0 from sediment deposition. This shall be accomplished by (n (,4 � r,-, U installing perimeter controls such as silt fence barriers, N U diversion dikes, filters or check dams, or a combination of �; I I C such measures, as indicated on the plans. N N t11 to f. The contractor shall be responsible for the installation Q) (0 (D •U_ f0 rC and maintenance of all erosion and sediment control V) C ^ ^ ®C measures. O Construction Sequencing: 0 PHASE 1: U C 1. Site Preparation: Hand dig test pits over existing utilities to determine 0 � C OL their depth and actual locations. Secondly, the limits m N 0 41 of the drain field areas shall be staked and protected L _- to to prevent encroachment or undue disturbance of these - t L p' N areas. --- --- --------- -- -- ---- `TEMPORARY ASFEDWENT TRAP 0 § o o E LF- W Phase I Controls: F_ 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection -4 R1 (N controls around the existing vegetation, as needed on 0 the: site. b. Construction of the construction entrance.- c. Installation of the silt fence along the fill areas of the main service drive, as indicated on the plans. d. Installation of the proposed diversion dikes toI, "r0 convey and runoff Co the sediment traps. e. Installation of the three sediment traps. PHASE 1 I : E"'Ay'/1' Aux r213. ,;ite Construction Sequencing: ` OF7IGINAL a. Stripping and removal of the topsoll to its full FE(ER CLOTH CRAUND Z V depth, as needed, and stockpiling of the topsoil in the rLEv. O Z designated area. LLJ � � U b. Rough grading of site. •SEE PLATE 3.13 -1 C(WSE AGGREGATE CLASS I RPRAP c. Building pad construction. d. Installation of the proposed storm utilities. e. Placement of Check dams for ditchline protection and CROSS SECTION OF OUTLET 1,TH Orr installation of the inlet protection. 41 - Phase 11 f or{trals CLASS I MPRAP --- IENOTH (IN FEET) i B x URAMAOE AREA ' curl ino qut11z installation. (IN AC.) 1adinc of site. '. j DNMIONDIKE VO , h. :;rr,t ::l zatinr� t al lawn, ar,d slope areas. ln: taliari .. 1f base and subbase material:•.-`_- ���-�� ~0 4.& Rest„r itic r. ,no st,ibi i )rat ion of unpv ,Ie i�, k. Final �'=\� i �k A� ,Q� }�V pivir:y, 1. Remove er ., .,ior, sediment by aS*1 Cf1 .and .appiuveo he Inspector. OVAL COARSE AGGREGATE" / EXCAVATED /NITER CLOTH �,.•�� .. AREA -COARSE AGGREGATE SHALL HE VDOT 43. /357 OR #5 OUTLET (PERSPECTIVE VIEW) SURVEY: C.L: Painter -Lewis, N/A P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE N/A 10/02/01 SHEET: /11 2/11 I IN 42- A -187 P - \ -- --� __--- _•••- -- ' Ex. AccEss ROAD J J C. JOSEPH UZER � IN 42-A 184 �- ~-- --- _ � - / CHARLES JOSEPH LIZER r DB 793 PG 703 � - - EX INRE F�Nc� B 898 PG 408 "-- "----- 1MRE FENCE p RKING,� EX. ORA/NflELD (DO NOT DISTURB) r o' o a _ ._. - NOT RESPONSIBLE FOR ® op- 07_25 38.00 N CATAGORY C BUFFER `�' PIN 42- A-186 ANY DAMAGE THAT MAY 21"0 Inv. In-900.40 g � m � RESULT FROM FAILURE 21 "0 Inv. out=900.25 IR � 16 , W/ 10 MDE LANDSCAPE SCREEN SCHOOL BOARD T { c) 6 J FROM THIS TANK. ©PROP. 01-1 1ss•5s• � l A 1N--_____ 75' INACTIVE BUFFER � FREDERI Ex. CHAIN LINK----- cK COUNTY FENCE ^ J SEE MANUFACTURER Top-905.50 PROPO 3 t e"� Inv. in-901.15 PROPOSED PARKING AND SUPPLIER FOR 21"0 Inv. Out=900.90 (Sub rode: 25' ACTIVE BUFFER TANK INFO. g -12 REA TRUCK LOADING AREA 9 PROP. DI-1 h ,o �! 130.00' T ST 13,OOOsff CIVAL WAR ® Top=904.4 yn�� �• � t INTERPRETIVE SITE ESMT. 18 Inv. Out 901.4 87.93'-21"0 RCP, (� 1 � CL. of O 0.57X Slope 9 �S' 5'R S 75, q�l DISPLAY AREA PT AN 1500 OAK -- -. E P 5 KING SETBACK ui PUMP T PROPOSED LOCATIONS 8 N Q / OF HOLDING TANK PROPOSED DISPLAY AREA $ 5, -- __SAN. SEW. LAT. To D ~ NFI I 78.20'_, 36.00 -18"0 RCP, 0'R ( grade: `6) -� THE LED EX, cOWC. BL XK FIRE SUPPRESSION CL. III O 0.69% Slope -- O S SUPPRESSION o 5 GRq �� AND FRAA/E BL DG. q (SY OTHERS) o ® PR. '2b.0o' aSPL AY W/ TANK I Q• 352 06 1ss. as j sr, EX. ORA/NfIELD � (DO NOT DISTURB) �, Q PARCEL 1 11.77 ACRES a g AC N 30'0o "' 30, ?30R PROP. TRUCK ACCESS DRIVE °0 (Subgrode: -12") 2L. 111 0 0"0 RCP, 30.00' 16.00' �, 10'04' CONC. FIRE $ySTEM CL. III O 0.50X Slope r '�� ,�' 10' (gYPt�THERS) s 240.00' PROP,. 236.93' , .R DISPLAY PADS I -. J w qz:arPR. . CG . 6 O O 1 -M __ 00 -1 C `�%Q �PRGHOpT ..r" a PROP. PUMP > 0 R p I I PR CL. 111 0 5 /� ASSY. „j _ OPOSED BUILDING PAD AREA - _ w�LPR - S1oPe HOUSE 908.50 �, _ . 6. (Subgrode: z •- _. \ f h�Q -`. �..--..sou d __Z ti tk"� PROP ° --__ �, ; �� _ .._.-- - - ='- PROP. SHED AREA cv T OS t ti SIGHT DISTANCE TO x 4 4 18" CMP PROPOSED BUILDING _ �a ' - 2. Flo e �[� TOTAL FLOOR PROP g �' RT. 522 INTERSECTION: 892.00 (Subgrode: -10") TOTAL FOOTPRINT 47 987 $ SED PA KING 0p r E 200'+ *-,_ _ INV. (890.65� NOTES: ROADWP OOTPRINT Sqq Ft. AREA o, ® PROP. DI-3C. L=s' II $ MEZZANINE AREA EA: 43,655.29 S(Toto1)' . .. (Subgrode _g-� �R -''� 0'R ? INSTALL PROPO' w Top 905.50 1 $ $ STORAGE AR 4.331.21 S q Ft• ® (� �r.,. Oap SOLooRia x23" RCEP, PAVEMENT SECI �', 21"0 Inv. In=897.90 I FUI�RL v %� ': °°` OFFICE EA: 1,337.2i Sq Ft. FOy� R �' AREA: q• Ft. ENTR 2.21 `'--12' WIDE CONC-� d / �8gi Nip CL. Itl O 0.501L Slope OR MATCH THE 3 000 SECTION, WHICF m 24"0 Inv. Out=897.65 t PHASE r �' CANOPY AR Sq. Ft. ,�` � ' _ � ` I ORa HEIGHT: EA: 16,529.81 S ;., ' DISPLAY STRIP 0 R 24.Oo� -�'���J' ~�j IS GREATER. GE BI,.c" OtdE ST 35 q Ft, m BI � � 2 PROP. Di-36, L=4' 1 U ORY r _ . _. - IJG Inv. Top=908.00 � S,CIgt�.�.l � � � �� EQUIPMENT SALES & SERVIC � ? ~ � PR. 4' SHOULDER 1n- PROP. ROADWAY FULLY SAW--CU• Q 21 "0 Inv. In=898.55 i f• E i �y - 2 -. PR. OF EX. PAVEME 322.49' 2- inv. Out=898.40 - gi .1` b • = 908.83 $ r PROP. Q ... •.. Lu WIDENING TO MAKE TIE -It �I � 15' F. F LIGHT '� CQ w ® PROP. DI-1 ;o AY, � A-N1#8 16 rn ASSY. .� _ 0 „ ►' THE NEW PAVE v_ Top=907.00 Sri TEST 24' 20' �� ti j �sl,�� 21 "0 Inv. In=899.00 50.00 ROOM _ o "0 Inv. Out=898.80 o I. 20'.� 24_ 2Q'. UL�CEtiT 1 t �� N `n ` 2 $ .- 9f7:Op`-1 �"ar CMP -` R N 76 O 2.50% Sfope�� 00 I BLDG CANtDP PR. CG- r J PR. St PROP. CL. ,.� ) Y , 4� ` PROPOSED ACCESS ROADWAY ? 1�lp ' �" EX. CONC. PAD 2c w AV c`;� _ / (Subgrode: -12) .�75 iu MIL M ADW,Lt INV. (f t IN G 287.5t' + $ g PROPOSED PARKING A 5' S.5 5'R / T B.R, T� C TROT BOX ` \ S -_ _____ _ ^ 1 (Subgrode: -80) AREA 00 Go 5'R s.3s /l D EX.REw ELECTRIC (2) AISP ,41 30. 342.00, cv 39.43'- 15 0 RCP, 29.00 J 20.00' 1 LtC.; TqA N CL. 111 O 1.01X Slope �'�i , I ( POST EX. CAL LIGHT //f� 4 .04'i ® / ,., �io� (TO REMAIN/� 0 13,OWsff CIVAL WAR 41.65'-21 "0 RCP. cd U y9 / ,a PROP. 01-3B, L=6' INTERPRETIVE SITE ESMT CL. 111 O 0.60% Slope R.. _ R �Z To p=904,90 35' BRA � �- E _ /� 0' �,d� 5'R 15"e Inv. In=899.35 ---�- Pr --�- _ PR. SIGN / 24"0 Inv. Out=899.20 87.66 - 21 0 RC ClCI III 60.00 - 24 0 RC _ / h 10'x14' CONCRETE 20.00' _ - - _ _ _ PROP. DI-38, L=6' Slope � CL, rn o o.SOX SIo � �- �_ ;° - _ / END CG-6 fTG`F Top=905.00 Iopyq, INV. (889.37) O 0.57'6 DISPLAY PADS TYP. TYP. , ' PARKING SETBACK 20 - - - - - 'R 12 0 Inv. In-900.00 .'~-•- I„' � "I� 15"0 Inv. Out=899.75 O �� ��_ QR ®PROP. DI-3B, l-6' p- 224.00'- t 5"0 RCP, Top-905.00 / CL. III O 0.56% Slope 12"0 Inv. In-901.00 `V 80"00, -► i IRE Q PR, R.O.W. .. ' 50'R PROP. ES-1 ®PROP. ES-1 / 24"0 Inv. Out-897.35 15'0 Inv. Out=898.00 50'R -- --_-- -----_----- - END ASPHALT PR. GRAVEL TURN- AROUND ` (Subgrode: -6") EDGE OF GRAVEL 4' SHOULDER Q� s� \ W 2 w ti Z4 m AN 42-A-10 �., z a 84WN AQW PR. SWIM o POND uj � N C, N OUTLET CONTROL STRUCTURE \ 1 (SEE DETAIL SHT. 9/9) 15"0 Inv. 45.00'-15"0 RCP, In-892.00 CL. IU O 1.1 1 X Slope 25' PROFFERED ACTIVE BUFFER 25' PROFFERED ACTIVE BUFFER 2 ' PROFFERED INACTIVE BUFFER InR _ = 25' PROFFERED INACTIVE BUFFER EX. TREE LINE PIN 42-A-190 FRUIT HILL ORCHARD, INC. DB 543 PG 173 Ex, TREE LINE FA a 4 O O 2 O Z 0- LAJ V) Q V -a oNL1- N Z c04 Z Yl - W I{� CL W OU Y _U ac t _ � rx _ (uj V) W w 3 � O CL O 0 N N M E O co rn 0i IS to N r ►� U N 0 •� I I c ai � N 'v► to C _0 _ . O o j to L W 0 C O C v 0 CL m�L� tr aa,°o .� C o O Io3 F°'LL w 4 N nn O 1� M z Or I+; J W (7 Z I {'' O w )XITH OP `! u PAW > 18260 I /c) � stONAL' SURVEY: C,I•; Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: 1 "= 50. 0' 10/02/01 SHEET: 3 /11 I � I PIN 42- � A-187 PIN 42-A- --- -�- __ -- EX. ACCESS ROAD . ` C. JOSEPH LIZER � � 184 ____ ._-- _ CHARL8 JOSEPH LIZER DB 793 PG 703 -►� DB 898 PG 408 -_. EX° WJRE FENCE r � 6 _ 5 r EX. 'RA/Nf/ELD IRF _ (90 NOT DISTURB) ° ANJ I J NOT RESPONSIPtE FOR h �`� ,` \ \ ",-►..�' U V ANY DAMAGE THAT MAIt(� RESULT FROM FAILU t0�"Tfi15-fiAN L A SEE 1NUFACTURER / ' ,-AND SUV61K FOR FIt01'O D PARKING IANI( INFO. ` b ° TRUCK C'OMW AREA : 9 -�' 13,000sf# CIVAL -WA S INTERPRETIVE SITE E PRWOSE 7.9 OF HOI 0 z ,7. �FIRE •' ,.� SUPPRES wS ` _ (ayH RS) .00 --- \ 0e•2 4i 4 PARCEL 1 ' 11,77 ACRES 920--FIRE1 TE x 'J a Q'i . / PROP. AIJMP '� PR \ WOSED BurLaNG P HOUSE AD AREA C _ F.F.=908.50 TNC.! ' leas PROPsubgrode: aC 0� ©QED p� ., I PROP. SHED A E :. 08.1 r T TOTAL FLOOR q� SMLDt' NG --� (Subgrode: -10 I w bi. TOTAL FOOTpRIEAR 4�987 S F T MEZZANINE 43,65 I Q AREA: 29 si otoi) STORAGE AREA; 4, 331.21 Sq. Ft. Ft. to r s 1) TI IR(i cn OFFICE AREA. 1.331.21 Sq. Ft. cn I� PII.�.SE,��� ' CANOPY AR 3,000 S ©W' �. j HE►GHT; AREA: 16.529.81q Ft. I 4 r')R� SLDQ. .� USE: STORY Sq Ft. 5,000st w STORY, SgLESr S Max. G7 ,� i .. a & SERVICE CAD'3 N ,,�- ,-• r`.I` - �08.151 •`'' � F.F. � 8.83 p 6 / a 7S 90 M R S1 z.Q J ev e BLDG. CANOPY PROP. CL 2C WE N j .... 1 PROA � \ 0�-� � � OSE 7,D P I ! 07.0 ARKING ARE r Su )de: - 8") 13, �\ ft CIVAL WAR INTERPRETIVE SITE ESMT. - $R CONCRETE ,� DISPLAY PADS TYP PARKI......... N — ETTB�ACK 900 / 98 R.O. W. �, PIN 42-q_ 300F �o ER SCH SCAPE SCkEEN OOL BOAR EX. CHAIN LINK—:1 rER FREDERICK COIJ Ty FENCE r "_'.. _-"►+r- ---- _--._.__ ,�E 5�PARKING SETBACK 15' BRL AN. T7H D QRAdNFILED / EX. CGW�. & OCK Dis AND FRAME BLDG. ' f'L // / VNX ;� Q SrRI EX DRAiNA'IEtD Q 35 (DO T DISTURB) i f g v _ 2:5 PROP. TRU ACCESS DRIVE a J 55 PROP., , 12) / 4 ` 4,5 4 a 10'x14 C to �� 0 1 / DIFLAY PAD 4pp'�gg4'-18" CMP �5 T010N. --•... -. ~" 2.35f. Slope o 2W — of INV. (890.65) NOTES: ROADWA 1 .z INSTALL PROPO' r e. �5.25 , PAVEMENT SEC? g OR MATCH THE 12' WID COAIC.-', 3 7 75 DISPLAY TRIP SECTION, WHICF U IS GREATER, u�� ' PR. 4' SH PROP. ROADWAY FULLY SAW-CU' PR, SI - WIDENING OF EX. PAVEME ROP °LIGHT',?: { TO MAKE TIE -It ASS>t. 4 / I /+'— _ U"- �.�. THE NEW PAVEF cr_ IL yk AIM 42-A-IN a PR. SWM a 4674 ACWS 1 PONDuj ° d W 1 ry h L-__ - • 25' P4FERED ACTIVE BUFFER ` 96 25'-.PROFFERED ACTIVE BUFFER 944 92 PROFFERED INACTIVE YOFFER I OFF R D INACTIVE BUFFER (0) IL — I w 7 EX. TREE LINE PIN 42-A-190 EX, ME[ LINE I FRUIT HILL ORCHARD, INC. a I DB 543 PG 173 k. C*.. 14DWALI INV. (i .B.R.) rr i. �NI msp UGIT: AQr' '0 REMNN�Or� 00, INV f8889.37) Ft: 9 P u a O O 2 IIL Z N Z i_- Nx In a ::► W w V Or W��U ]G Wcc C:) W = La Z aLL_ W � /w � V O 0r 0_ V O 0 J N b +�+ 0 N pry 0) N 0 r r- 0 N (NDN�N (D ( C to _E v, O O 0 > Ln 10 ai 0 L' C o 0 m 0 o a W t �Z aV)•a � c v o E 0 f u- W va N zV) I- J W � W 1 (n �I Z O Z W v IXTH OP o � ru PAIM a No. 18260 �O lcq s v! �o*�ss jG�} ORAL SURVEY: C. I., Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: 1'=50.0' 10/02/01 SHEET: 4 /11 A 4 in I PIN 42 A-184 Ex. ACCESS RaAo ri -_ _-- c ph . C ARLES JOSEPH LIZER--- DB 898 PC 408 --- r--_- __- - . t1 hf FEKE r s 1 ..f ULL SCREEN ' I I % -A- ,+ - `` - ----------..� _ 75' INAGrIVE BUFF SCH BOA�POF Fx. C�rA�v LfNK � f PROP PARKIN(pAREA ,� - EX CC 1 TY FENCE t ACTIco VE BUFF�{� r--' TRUCX G AREA J f 1- "131 t iJl" sft CIVAL WAR < fTff i .. ^ 1 iwlMlr.wryrww.ws. � •_ w_ 'ww./YI" �� �r�'yll/., Il.ITEf�PRE?iVE SITE ESMT: f Tc�905;'50 PROP. DI- 1 '"r""""' "'r'^'..'.' ! t' ;. i8'0 In . Ins 1.15 Ta �$a4.4 9y ..-'• 75� GRAV4t (?5� 1 .�1, -- .."......,.. r.,,r.,,,..,, FI PA {l E1 A(, 2 ,�. 900,90 =901.4 tA>� AREA � . 15 BRL � 8 �+ tnv. Out �,,. � ' -• 2 t "0 RCP, PROPOSED To Ps MU a / CI m 0 015 Slope DISPLAY A � .` EX CANL~ BLOCK 36.00'- "0 P. ( ode: ' " PRt P. -1 CL. i!t {I! 69% _ TO PS MU AM FRAW BLOC 6 (� 1zap-90?.5 """_" 2 GRAVEL DI PRO 905.a0B !Y/ tA�YK .,r 2i 0 Inv. In�9O0 PROP. T 'tAY STRIP a ' EX. A/II�FiEt© -� +-_ RUCK "ACCES, 0 Inv, In-901.00, t4.., 2 k' * Inv. Out=.2 / TO P� MU / CONCRETE 0 1 IP DISPLAY PAD � TO PS Pik? 0 ! \ 8 % 248.00'-2�"► RCP, CL. tii 0: 0.50t S PROPOSED :DWO PAD ., -n (Subgr<� AREA ` ,� - "=.. SI " PARCEL % -1�� ".... -- -- nv , ar G { a AW 1--A-W ~���- `o" i -- 11.77 A + , FLOUR 1.4M7 s a 892.a •�d Ww D ""•.. �.. .. i�ld�s''7; p'SR �SED SUIL T'►.�'"',Al.i fiCP, �, h�" ""� ''•I. ... •L j! V -. FJR T EA: 4 7, 98 7 S D i1�Cs L. iu �' a. % Shop wo 0 00 �` µ1fl a FLOOR AREA �° Pt (iatttl r.., MEZZANINE A 47,98i , } !9 PROPOSED P 12' WIDE CRETE �a CLL ni 0250R si C11 % OPY AREA.- .4;.9 4 Ft, RKIN6 EA DISPLAY S~+ 50.a0 -t x23 RCEP, w HEIGr r: AREA. 12.57p �' Ft. � a . (Subgro � { . Ft USE: EQUPP S7 TO Ps MU �•-'� � r - a � � _► �'_ �' EN,�. ,SfA%RES SERVICE _ - F. F _ VICE 4# 16 TO PS MU ULV RT 1 >00 fl7' 41,65'-.21110 P. _ ,< L. ItI ,O a.sor SIe MAm 2.5ax sia�.--- PR. 51 TO PS MU OIPOSED ACCESS, -WAY W iP / lf,. s (Su bgr -12") a x :. � ) PROP. 01 car _ Top=907.00 � PROP. Ot- ti ( 21 "d inv. tn=$99. Toemm905.50 P 21 "0 Inv. Out-898. 21;"m inv, to=8 stiff (Su D PARKING OP L 6 % Out¢89 5 AREA 39.43'-15"0 RCP. .> +� PF? a _ 24 0 Inv. Tap9 .a0 \ 07 -$ } CL. tts i .017L Slope' 1Y. In=900.D0 , PROP. D4--38. L-4' / 15" Inv. Out=899.75 Top= 908.00 �. �3 O"i CIVAL WAR .�IP } 21 0 inv. In=898.55 87.R6'-2t "� I to - � . / ONCREV /-413�TERPRET�VE SITE ESf�IT. " IP 60.00'-24 0 RCP. " / 21 m inv. Out-898.40 0.. 0.573E Slope / i CL. 111 4A 0.5t7�6 Slope / f PROP. 30, L=6' 7=1-35' BRL DICADS R. Slfll+'' ./ * Toi, _ : / •� r r 25 s nv. n=899.35 - 44 24" inv. Oi�tg899.20/ .,,,� SING SETBACK 0 PS MU �. TO PS' MU "& too 4.00'- i 5 RCP, ,/ •� o$ CL. .5maX Slope 04' J&PROP. ES,--_1 R.O. W 24"0 Inv. Oq'it=597.35 TO PS mu PROP. ES-1 � � �'i• _ _______......__.� _....__....I..__,.;.. ,f -PR. GRAVEL f TURN -AROUND / { (Subgrode: -6")! SF / 70 PS ►u { I L, ( TOPSOIL STOCKPILE TO PS MU z 'k Al- y, OUTLET CONTROL STRUCTURE i / (SEE DETAIL SHT. 9/9 !� i / In-892, CLb111> O i.1 RCP, { / r f ------ r --- ,' -� -- �� 25' PFERfD A�TiVE BUFFER � � 25' PROFFERED ACTIVE BUFFER ••h 92 I PR D INACTIVE BUFFER . •---,,�,,, ��, OFF E INACTIVE BUFFER y --�-�.�--""..,�..".►-�.�'. .=.-..._ �----......--� �.�„1...... L,....r.r..r. .�.... _ � _...�.. 25 PR.. .{�..�,. _ ,.,.�..,._.._... I Mew op f^� EX TREF L hVLr PIN 42--A-194 Ex. TfEE LIW FRUIT HILL ORCHARD, INC. DB UA PG 171 , 0 ROL KEY 3,02 TEMPORARYNONE �aop.®4p0a®�oacna o ENTRANCE9 co5aoAwo.o 3.05 SILT FENCE X X_____ 3.07 STORM DRAIN INLET PROTECTION 3.08 CULVERT INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION 0040°0+�o°�oa°op 3.20 ROCK CHECK DAMS m ' ,,_,,,,,.•. 3.30 TOPSOILING 3.32 PERMANENT SEEDING 3.35 MULCHING NMI 4 Q tr3 2m W cn Ad Q L/ z W 0 4 t..> 0 Cc CL per W : Y • (, W W ,c c e. v a fY a. .0 =j © N 0) 0 N LO sn .i ! ! c 4) W (D W 0 0 > U-) tj) c v C �p 0 CL 0 s Z Jc QL (n , U 4) U S C jp (3 E tt- LL t ii N C) J Li Z Ir Er ' Z 0 Z 4llii►"i"+tliilil► U 'TH 0� _u pmm to. N0. 18260 ti �10NA1, SURVEY: C.I. Pointer- Lewis. 2' P.L.C. DRAWN BY: JOB NO. TGP 0009005 SCALE., DATE: 1"-50-0' 07/05/01 SHEET: 5Z1 1 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER EXISTING PA RCAQWAy FILTER FABRIC SECTION A — A NOTE: / SPILLWAY USECHANNELIZE DBAGS, STRAW BALES SEDIMENT BARRIER ORR APPROVED METHODS (STRAW BALE TYPE SHOWN) \ TO RUNOFF TO BASIN ASIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. r � I 3 1 0 yww t�s Q a_A A TRASHRACK 2"-3" COURSE P ems„' AGGREGATE w c MIN 6" THICK Z �- DIVERSION RIDGE 1-- In w -- 70' PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF --WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. C E TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT USE FILTER FABRIC WITH WIRE MESH SUPPORT STEEL OR WOOD POST --\\ nov FLOW 10 FT MAX SPACING WITH WIRE SUPPORT FENCE 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL QR FILTER FABRIC yyp,QD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF (RECOMMENDED) STORA HT. ,..... 1 ?" MIN. �12" MIN. •� • � 4"x4" TRENCH t--v WITH COMPACTED GRAVEL BACKFILL _�L__v STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. (2) SILT FENCE RUNOFF WATER WITH SEDIMENT GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER SEDIMENT GRAVEL*(12-MIN. DEPTH) FILTERED WATER WIRE MESH SPECIFIC APPLICATION I THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE j TO ADJACENT STRUCTURES AND UNPROTECTED AREAS 1 GRAVEL SHALL BE VDOT #3, #357 OR N5 COARSE AGGREGATE i Z 7COMPACTED SaL FLOW �,III,,III,,III,,,III,,III,,III,�,lll,;,ll!„ ,ill,;, II,,III: 4.5' MIN. D D TEMPORARY DIVERSION DIKE 1 2' ti �-yam ORIGINAL GROUND ELEV.� DIRECTION OF FLOW r , 67 CU. YD. /1 ACRE{ V DIRECTIONQF FLOW s ARE DIRECTION OF FLOW L 1' 1'-6" DIRECTION Of ** COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 C SWM POND ROCK CHECK DAM DETAIL 67 CU. VD. /1 ACRE `-ORIGINAL GROUND (EXCAVATED) L/ FILTER CLOTH ELEVATION a COARSE AGGREftATet LASS 1 RIP-RAP AREA1 ** COARSf AGGREGATE SHALL BE VDOT #1 #367, OR 05 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL OUTLET (PERSPECTIVE VIEW) SILT TRAP NO. DRAINAGE AREA WET STORAGE d1 DRY STORAGE d OUTLET h NOTES (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft LENGTH(ft.) (ft.) 7320 SQ. FT. 5490 SQ. FT, VARIANCE REQUESTED: SILT TRAP1 6.07 AC. x75') (100'EA t'5• (100'x55') 2 36 2. 5' DRAINAGE SILT TRAP CRONTRIBUTION 4257 SQ. FT 3193 SQ, FT. SILT TRAP2 3.53 AC, (75'x60') 1.5, (75'x45) 2' 21' 2.5' SILTS RAP CONTRIBUTION DRAINAGE AREA :�o A VIEW LOOKING UPSTREAM NOTE: KEY STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 18" TO PREVENT OVER FLOW AROUND DAM. ..,.. ..�� F`1 AtM 1 RIP PAP SECTION A- A 200' MAX. CD SPACING BETWEEN CHECK DAMS ROCK CHECK DAM GRAVEL CURB INLET SEDIMENT FILTER 1 ROUND GRAVEL FILTER' 1 Z- RUNOFF WATER - WIRE MESH FILTERED WATER SEDIMENT - ��� I ` D ►' ` 3II I m �W CONCRETE GUTTER 12" I CURB INLET SILT FENCE CULVERT INLET PROTECTION c---- ENDWAI.1. C---- TOE OF Ftli DISTANCE IS 6' MRNIMUM IF FLOW IS TOWARD 0AflAEN1 Flow NI(M OPTIONAL STONE COMBINATION SILT FENCE - ----- FLOW YMCr77J 357 OR /5 COARSE AGGREGATE TO REIy� SILT FENCE 1N ' HORSESHOE " WtCN NIGH VELOCRY OF FLOW IS "PECFM CLASS 1 RIFRAA SPECIFIC APPLICATION THIS 14ETIIOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE iS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT 03, 0357 OR 5 COARSE AGGREGATE PIPE' OUTLET CONDITIONS A A a L. 15 THE LENGTH OF THL RIPRAF APRON AS CAL.CUTATED U9I MG B IKA7 3 18 J AND 3 18 4 3 d " 1 5 TIMES THE MAXIMUM STONE DtAw T6R. BUT NOT LEM "UN 6 INCHn 9011 I !!!!!III loommomm Q V H Z N W J � d Jd Z w J o F- un z Ir 3 W Q 0 Z V a ck:a Q Z t� c1C W W W 1..- Q LLJ m W m^ LJ M tl, • W V Z_ Z u 3 0 a 0- O 0 C=j O N 10 E r 3 0 a)U (/1 N N U cq N c O 0 to N L -- O ej 0^ L +J C LL m 0 ��c - u QL U' ,a oC-��,oE 03 r- W W N O Ira K) LLNI f� Z V) !1N J W €. a Z If a i IllII ,i' 2 Z W Lid 11 I1 ` �Ili�rii+Irril►iiili�lt�iiiltl► v ,TH OA D ' H Y U 1wCyi . po" > hM 18260 7]/&)ClI G Rf ONAL SURVEY: Painter -Lewis, N/A P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: N/A 07/05/01 SHEET: 6 /11 SECTION 1 SECTION 2 """tCL.111 PROP, 41 65' - 21 " o RCP, 895 ® 0.57% SLOPE PROP. 87.93'-21"0 RCP 895 PROP, 87.66'-21 '0 RCP, _ LPROP. CL.IiI 0 0.57% SLOPE CL.111 ® 0,57% SLOPE 248.00'-21 "0 RCP, CL.111 ® 0.50% SLOPE PROP. 60.00' - 24 "0 RCP, _. _..... _ .._,......_ __.. _....______. 890 CL,Il1 00.50% SLOPE __--_�_ _. ._.._ .__. _._ _ _ _ __. _...,�_.___..._.. 890 t0 et J ul r� C,a In C7 0 ... _. o cis W M Ll r vm (p OO _. _..__ ._� . _.a v+ L p �; � _.. - _ _ .. OD w__-..... i p ,� _ <71 p Q1 t. p a 0) If to ff _.__._._..__to (71 m _._._ _ _w_.._ _ . .__._._ _ �, __o I- F„ O _ OO _. OO ©_ _._.. n_ o O a to a 00 a . a x aa Q m- a)-- — — 0 _r t7. 4m _ _ 0 r via®e ee ,rime a + N + U N N _.... v... _ + a. N N + o..N N + �. N N + ca N + 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 CULVERT 01 STORM SEINER PROFILE SCALES: (H) 1" -50.0' (V) 1 " 5.0' 910 910 EXISTING Gr D905 _ _. _E 905 PROPOSED GRADE 900 900 895 895 \--PRCIP. 90.00'-1 "O CMP 2.50% SL PE 890 890 0 w tD N N 0) . r 00 �~ 0o eE Oz 0- a o 4. o. o rn rn in 10+00 11 +00 CULVERT 2 STORM SEWER PROF tLE SCALES: (H) 1' -50.0 (V) 1" 5.0, EXISTI GRADE 910 . _ _ 910 PROPOSED GRADE 905 905 900 _ _ 900 PROP. 50.0 '-14"x23" EP, CL. III 0 0.50% SLOPE 8951 895 890 _ _____..__ 890 _ 0 .o to I c� W N I � cn N W cot c.i 0) 00 c1E O ©c _ o - o_ coin ma 10+00 11 +c* _ j-00--o gm . . .... - 900 VPROP. 194.00'-12"o RCP, CL.III 0 0.52% . SLOPE 895 _ _ ._.__.....__..___.____M_ ___�.___: �.�_ 895 PROP. 224.00' _,15"0 RCP, PROP. 39.43'--15o RCP, CL.III 0 0, 56% SLOPE CL.Iii 1.01 % SLOPE 890[ 890 r o __.._ _ . _ _ _ __ - _ _. _ - _ _ _. c .. M o t,� _. ©.._ : _ ..... W 00 y M rn Qom_ O 07 �� if N cl- 0 O a o_o O o_c� o_ a '�?2z. a_ n?2 a?�....... _ ._. _...... a rn- rn ul1W mlq 10+00 11 +00 12+00 13+00 14+00 15+00 CL M 6 L 0 Q, o 2 W N W LA J LA- 0 Q � N w J F— f^ C? z Q cy- n U t N Z U N04 z�?a W �y w Lai XtCL LLJ r �oQo W cr- -CC U le — LAJ W m C) N w Z f A- LAJ o: a 0 fj o a cc] N 0 N M E ul N � 00 N to C �- v � cp c ct00 0 v� o v j;'0 C a v t _ U tl .� oC-v,vE (n f- L- W N O M w1�11' i W -J w .+zz z iiolik VAK I" Aiwa U W *yTH 0ji' yjrP No. 260 G IONAL SURVEY: Painter -Lewis, N/A P.L.C. DRAWN BY: ,JOB NO.: TGP 0009005 SCALE, DATE: AS SHOWN 07/05/01 SHEET: 7 11 HDCP SYMBOL SOLID BLUE BACK HANDICAP PARKING DETAIL N.T.S. T_�_ HANDICAP SIGN 3' Min. NOTES: HANDICAP SIGN DETAIL N.T.S. 1 ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. CONCRETE DISPLAY DETAIL N.T.S. EXP. ,MIT. MATERIAL AS NOTED �ON PLAN Slope: 1 /4":1-0-0" LL_�_ CG-6 or CG-6R (Typ.) — 4" CRUSHED STONE — (3000 PSI) 4" CONC — 6"x6"xW1.4xW1.4 WWM — CG-6 FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) —I 6" r �:R r 6" 2'-0"-"� DUMPSTER AND ENTRY PAD DETAI L N.T.S. 4" CRUSHED STONE (3500 PSI) 6" CONC 6"x6"xW2.9Xw2.9 WWF(1.5" MIN CLEAR) NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DP ALL SHRUB BEDS TO EXCAVATED OF ALL E) TO REOUIRED DEPTH W/ REQUIRED SOIL M MULCH TO BE 3' DIP' COMPLETELY REMOVE STRINGS, RIBBONS, ANI TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUo ROOT BALL. SCARIFY ROOTS O_ . BOUND PLANTS. x COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT --� SHRUB PLANTING BED STONE AGGREGATE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE SECTION 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESOkVED PARKING VAN [ACCESSIBLE) FIRE LANE SIGN N.T.S. 66" 30" STANDARD PIPE BEDDING DETAIL WATER MAIN SANITARY SEWER PIPE N.T.S. I TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. -" 12" x 18" STD. STD, U-CHANNEL POST �- PROP. GROUND hopco NO. 111-251 OR EOUIVALENT SINGLE OR DOUBLE STND AS REO'D 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 do ROPE FROM ROOT BALL. AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE 3/4'x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. REQ'D PER STND MANU. PROPOSED GRADE 00 f7 Q294e"DIA— toz 4-/4 REBAR-3" MIN. CLEAR ' CONCRETE(3000 PSI) 8" 4' BY 4' CONC. BASE REBAR o e' CC EACH WAY 3' Min. CURB DUMPSTER ENCLOSURE & — FENCE N.' +-- 2x6 TOP RA 1x6 BOARD, FRONT & 6� TOE NAIL E� W/ 2-8d N (EA. RAIL) 8'-4x4 POD 2x6 BOTTOM ATTACH RAIL W/ 3-1 Od (EA. RAIL) 12" DIA, PC 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 ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. N MIN. TREE PLANTING SECTION 5' - 7' PARKING AREA TYPICAL SECTION 2" SM-2AL BIT. CONC. SURFACE COARSE 6" 21-A COMPACTED SUBGRADE----+ PAVEMENT DETAILS N.T.S. GRAVEL DISPLAY AREA TYPICAL SECTION 6" 21-A — COMPACTED SUBGRADE - - ,- PARKING AISLE AREAS TYPICAL SECTION 2" SM-2AL BIT, CONC. SURFACE COARSE 8" 21-A COMPACTED SUBGRADE — TRUCK & DRIVE AREAS TYPICAL SECTION 1" (SM-2A) BIT. CONC. SURFACE COURSE 3" BM-2 BIT. CONC. BASE COURSE 8" 21-A STONE BASE 7�iwp COMPACTED SUBGRADE m O a v 0 J f- C.� _z 3 cr 0 Z V o v)04 c� U � � J � H N W or i'" F-- W Q V :ir L��� ' . Y V W m 0 V Z r Z Q LA_ Ld 3 cri O Q- a (j O O V N O N M E U � � N U 0 04 c (D N N u� v cD 0 cC C n^ C O O O > 3 v 0 � c v N aj 4 aNi 0 _c v _ OL �' '0_ :3 C c0 3 LL W d N O M I I4 rFNq R W ge LAI ''_j C� Z pZ W twit Via oftI► U �XT H Op• U ptow NoA 8260 �`p`�IONAL SURVEY: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: AS SHOWN 10/02/01 SHEET: 9 / 11 DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (Tw < 0.5 DIAMETER) C,uuve.Q, 0? Outlet W = Do + La = ►4 45 15� Pipe 2 Min. Diameter, Do e 1 E e", � La 'a i 1 water 0.500 PQ< 60 of 'r sr One�95t 20 10 Recommended Min. 3 5 10 20 50 3 100 200 500 Discharge, ft./sec. DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIML14 TAILWATER CONDITION (Tw < 0.5 DIAMETER) :1 1 1� � 1 t• Iw10t, 140 oil t {tt111 H u ■fill ttt�����'qqq���nl!ryry ■..aaul all i , � .��R1 /II�iY. il> 1Hri 1 1 un1 ■■ ar 1 pp116U 11 1111 In11111 N■a! / rs 5,'j, ` ' '1��' �e (( # i INNIIttI1NNf1/11tINIt111Ii1NIIlNa �■ • it ,, „ 1 ,�U all! {�� k) IIHItIitSinllli+1�11111HIn11111011A ■l I IIIIftNtlttll' 1 I IltllfllI ftnt, _�►�.rC�e/�:lt1:�IP%i fv' •^ It i,' ! 1 7, I .i l; ��` it �� n f Ft , 4� ( ' nnuNNin +r ,nnu�� tlfiidl,f �IrSA�i/' M• f 1 wi + IM / Itlln11U,1I r1w ,ul1 nuN�Ndl' 1 Nii: t, �i s ti ' f1uNNulas t„ ..nn�+:.,,I,wilk �, ■ +tl lilnlh?".,,e rHl n/lillnfNNrnlsolriz• ��1} NIINAlllill trl l tltllnlfnnht,H p=� ■1 �t, rt�t}�pp1}�gtyljlf �##1F�d� I r,l j�q{��gy �lF;1 ({p��}p�pj� ■ 1/1r 11; ■ + !� r 111111l11iH{ 111, gIHlilNfn1111�1 ! ■1 011�11N j�1 1 �q�■r/1��J1!'� �! A IA / Inift111tl1i F9t1ht1111fl1t1R1n{IIINI k ■t. l i l #J 1 111i1. 11111i11! F /t i1PR!1 I I f i l t►! I � Illlflllfitiiit9i l.Ui Inl1I11 I!I{'kf i �1' It11Et11fUNl1ltiN11ti11N1I itllft����p11�1t�1�1IQ11111}Hf,� /pl1� �611fF �t�RillNili,AttWf� 1 � �r a r �'r1�■!rll•.1�� dtlftEnl1tt13iliA1 111111111!! I{{ti((}} 1■IHNIIIRNIli11`RIi�NNfi �11N+1'1'9i11�1Ii" ■■NMti IIt11i11n111HHJ+I�HINNII 11HII ' Ilftnlliillti i11k11 IIH 1 iillif�y, � 11I /fllryfuEi9�'Ii� �tlll jl'.; �+ � Dili, tlt1i11{'I E niC, ,'' / ir!/,(N !!' 1►, a p, IItINt�Flllt t 111lIINilfljj I It+ t: t 1 1 1 1! 4 ; dll ..1) d � ow- a • i0 i� g�'M rwo .iEPr i� ,n momEMS 1 1 1 11 11 1 . DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (TW < 0.5 DIAMETER) Outlet W = Do + La = 11.15' �• 1L' Pipe 2 Min. Diameter, Do i ec e !La _� o' 60 Ta i I wo ter < 0. 500 114 • 1� � i f. RecoltraDnd*d Min. cte.6" ' 80' k " 0 1000 3TOR.14 S f R 2 4,4 RAP 4 ■EEt��.. 1 3 5 10 20 50 3 100 200 500 Discharge, ft./sec. ,510a.I,A $.E"CA 15" 4 fka 4 3 LJG 10DO 15"0 ES- I IN V = 891,50 r ����•� Q► na w • CULVERT ID L D STONE d50 MSD Culvert 1: 15"0 CMP N _W N A _ GRASS —LINED CHANNEL Culvert 2: 18" RCP 10 15' 12 0.5 Storm Sewer: 24" RCF 15' 20 12 0.5 Storm_ Sewer: 15" RQP 10 r18�- 2 0SWM Pond: 15" RCP 14� 18 0.5`___-- CULVERT EROSION CONTROL DETAIL N.T.S. 'TOP OF BERM ELEVATION = 896.00 8' MIN. PROPOSED GRADE __....� 1 1- � _• !„�, ✓ 45'-15"0 RCT', CL. NI O 1.11% - 3'-5* ---- PLAN IN V = 892.00 i 100 YR. ELEV. = 895.94 TOP. VDOT Di 1. ( ?ATE A., TYnF 8 � 10 YR. ELEV. = 895.37 (2" 0 BARS) SZ 2 YR. ELEV. = 894,97 -T?OP ELEV = 895.00 s - APPROXIMATE EX- GROUND OUTLET CONTROL STRUCTURE �� -6'� SCH 40 PVC O 0.00% -- 60"0 STANDARD PRECAST CONC. DRILL TWO ROWS OF 1/2 HOLES N O 12" CC TURNED OUT ON PIPE-30 HOLES. MONOLITHIC BASE - WRAP PERFORATED PIPE WITH 1 /4" ._.---. WIRE MESH. SCH 40 PVC V = 89100 45' CLEANOUT RISER WRH :. '�,.K''S• ;',"%;:` .�.►'.• "'------ THREADED END CAP • ` `�' :.=fr-• w"-' `'" : `""'t'=' r i TOP OF CAP ELEVATION 893.501 ` 4.. ''�.. T..1"c�.'4:.i. t. �.�c•i::i._.a.: wrali��aa.y a.0 - 3' — ? --TEMP JTUB2(3 CAP �___ PLACE 157 STONE AROUND PIPE A INSTALL CLAY CUT- OFF TRENCH ELEVATION INV 92,MINIMUM OF 12" IN EACH OWCTION 3'W X 10'L X HEIGHT OF BERM NOTE. INSTALL 20' PVC OUTLET AT END OF CONSTRUCTION WHEN UPSTREAM AREA HAS BEEN STABIUZED. INSTALL TEMPORARY STUB & CAP DURING CONSTRUCTION. OUTLET CONTROL STRUCTURE DETAIL N.T.S. Z La.l 'W^ V Q+�r L Q cn •-•a � Ea•- Q � J I^- 0 F Z 3 Q Q' V 4 W N � L) OC 4 CV z � '> W � w W CL _ V Cy Q U W:2 Y OU LLJ Wcz /+O W W = W W 2 Z LZ W Q 1 / r1 a V 0- dU N © �O Nr') V) N t! N r � 1 C Ali � N •V► ca V) r _ * L% 3 OU W p it di dj 0 C a m -c E r U a fA O N U C) y d In F- i. tj N 0 V) i 7-UJ (Y 1 � I,lll l LJ z ti l �' �' �i I�I { •� it V i...I U 4AyTH Op y U� s 18260 01 S'10NA1• SURVEY: CA.. Pointer -Lewis, N/A P.L.C. DRAWN BY; JM NO.: TGP 0009005 SCALE: DATE; N/A 07/05/01 S.HEE T-. 10 /11 Q` LINE DIRECTION DISTANCE L1 S28'03 08 W 56.52 L2 S3275'40"E 76.52' 4 SHO,k1LDfR L S70'48'22"W 97.96' oz'r 4 S21'42'39"W 199.33' _ J L— / F EDGE OF, GRAVEL NOTES: ROADWAY WIDENING L� CURVE LENGTH" DELTA RADIUS TANGENT DIRECTION CHORD PR. GRAVEL ..-!" TURN -AROUND INSTALL PROPOSED �n`�/ / � (Subgrode: -6") PAVEMENT SECTION OR MATCH THE EX. / ��117,END ASPHALT - — -- — SECTION, WHICHEVER / L IS GREATER. f ' Q�� j` r -- FULLY SAW -CUT EDGE O� . ;,- - ,.� % 50'R OF EX. PAVEMENT TO MAKE TIE-IN FOR 5.�" �O THE NEW PAVEMENT. / \� a . - .._. co _.....�,�;; � c� Ole 2 p,---,- -- - ,;--- ------ - END CG-6 �w 5 R iJfi - '� vl s / / ° E vo . a so.:; ,E, •,� ` �o I / ly � ,� -. ��,��-,� PROPOSED ACCESS ROADWAY - f (Subgrod) `o ! • s>a 90 .96 t _r aH�n .. Aid C .. 50'!( � S. \ —'� ,r , / IS %d ad w_ti t PROPOSED BUILDING PAD PROP. ROADWAY3 SI -P SHOULDER ��J WIDENING \ sz - _ �c� ..v _ ._ .. Z 0 9 de. 6 (Sub ro AREA PROPOSED BUILDING FLOOR AR ' 50,NO PR(}P M. .®�- FIRST FLOC AREq 747q Ft irot0l) �i OS PARKING AREA ANINE AREA: 47 9,987 Sq• Ft. de: _g") HEIGHTY ONE 12,5707$gq Ft.' t USE' ENTSS�R�S 35 Max. T QUIPM I .. _. •�S SERVIC 1H /F.F. _ _ S't 908.83 8•90 dOhd � 0. '/ .00 .� 0 / PROP. TRUCK ACCESS DRIVE S 2►- (� (Subgrode; -12) 5S, bD 0 50 150 -90 /' as ' � I I - � ��� �c� � z•so PROPOSED DI ( 9 DISPLAY ) � � LAY AREA . j � .��� - '_. ry (Sub rode: -6" g��o �. Scale 1' — 50 ft .. -- — - ---- - ROADWAY PROFILE SCALES: (H) 1" •50.0' PROPOSED GRADE 905 _. _ ._.. _ _ . _-________ mok 905 6„ 0 ELEC, CONDUIT EXISTING GRADE 3% 900 _.. . 900 895 I.o� .._._ _�_..___ 895 4"x2 RCEP INV=892 13 _... 885 _ _ _._.._�..� _ _ -_ __....__. 885 a r 880 _ _ ._ _ _ ._ ... _.._ _..._ - _ _ _ . _ - _ - 880 a _ 0 875 Z. 0 Z Q a o __875 c Q m o �.- 0 M n o N t6 a z , f e— _.. r _. t— + _ _ - .... r . _. 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 TYPICAL ON --SITE ACCESS ROAD SECTION N.T.S. CL 12' - SLOPE COMPACTED 5U13GRADE ' 12 4 1" 12.5 (SM-2A) BIT. CONC. SURFACE COURSE 3" BM-3 BIT. CONC. BASE COURSE 8" 21-B STONE SUBBASE COURSE 0 I N I O Q. 4 V D Q W o1A_ a LAG W a 4 z `- W t� Z Q a: a a V CL a a �Z U F—cNa> W w CL W a)YQ U M ]G L.J• cc W p V LA_ `'' 3 C7 0 Ir a (� O N 3.0 0 U?N1'`� O N In to - I u (A C to 0 > Lo U-) a3i 0 C v _=a amo .� Io F- L` w N 0 [ c9 V) Z6� t__w J Lj �z Z0 ! t 6 LLJ 44'OXTH 0P �'.► p# a► No. 18260 ,fir IONAI- SURVEY: Pointer -Lewis, 2' P.L.C. DRAM BY: JOB NO.: TGP 0009005 SCALE: DATE: AS SHOWN 10/02/01 SHEET: 11 /11 Ct 316.6T 6078'49" 300.00' 174.89' NO2`11'16"W 302.18' C2 237.t0' 45'1656" 3Q0.00' 125.13' N09'4T13"W 230.9T C3 .70' 49'11'22" 200.00' N46'18'2Q"E 0 0 WINCHESTER EQUIPMENT COMPANY OFFICE, SHOWROOM, SALES, AND SERVICE COMPLEX PROJECT: WINCHESTER EQUIPMENT CO. OWNER\ REVERSE INTERMEDIARY NEW OFFICE & SHOP FACILITY DEVELOPER: EXCHANGE CORPORATION INDIAN HOLLOW ROAD 146 HARRISON CIRCLE WINCHESTER, VIRGINIA 22602 LAKE OF THE WOODS, VA. 22508 (540) 667-2244 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: MARSH &,LEGGE LAND LANDSCAPE 302 S. BRADDOCK ST., SURVEYORS, P.L.C. ARCHITECT: SUITE 200560 N. LOUDOUN STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792, (5140) 667-0468 Contact: TIMOTHY G. PAINTER Contact: SCOTT MARSH - PARCEL INFORMATION: TAX MAP NO.: 42-A-188 42-A-189 SITE AREA: 14.8967 Ac. 8.4674 Ac. PROP. 861 R-O-W: (-)1.6860 Ac. (-)0.6344 Ac. BOUNDARY ADJUSTMENT: (-)1.3629 Ac. W 1.3629 Ac. NET PARCEL AREA: 11.8478 Ac. 9.1959 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-3 INDUSTRIAL TRANSITION DISTRICT PROPOSED USE: GENERAL AND HEAVY EQUIPMENT RENTAL AND LEASING UTILITY TRAILER RENTALS EQUIPMENT SALES -AND SERVICE CURRENT USE: VACANT (AGRICULTURAL) ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (BUILDINGS & DRIVE AREAS <•8.8859 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0. SETBACKS: FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 15 FT. SIDE: 15 FT. PARKING: GENERAL OFFICE: 1 PER 250 SQ. FT. EQUIPMENT SALES: 1 SPACE PER 400 SQ. FT. OF ENCLOSED'FLOOR AREA 1 SPACE PER 3000 SQ. FT. OF OUTSIDE DISPLAY AREA (9'x2o') PROJECT: PROPOSED OFFICE: 9000 SQ. FT./250 SQ. FT. = 36.0 => 36 SPACES SHOWROOM AREA: 38,987 SQ. FT./400 SQ. FT. = 97.5 => 98 SPACES OUTSIDE DISPLAY: 38,706 SQ. FT./3000 SQ. FT. = 12.9 => 13 SPACES TOTAL SPACES REQUIRED: _> 147 SPACES PARKING REQUIRED: 147 SPACES TOTAL 5 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED OFFICE, SHOWROOM, SALES, & SERVICE FACILITY FRONTAGE: 461.76 FT. PARKING: 1.50 EA. PARKING SPACES (INCLUDES 4 EA. VAN ACCESSIBLE HDCP SPACES AND 2 EA. REGULAR HDCP SPAME>) LOT COVERAGE: BUILDINGS/STRUCTURES: 48,912 SQ. FT. (1.1228 ACRES) CANOPY AREA.: 16,530 SQ. FT. (0.3795 ACRES) PARKING/DRIVES: 122,227 SQ. FT. (2.8059 ACRES) GRAVEL DISPLAY: 20,044.SQ. FT. (0.4602 ACRES)' LOADING DOCK: 1,080 SQ. FT. (0.0248 ACRES) CONCRETE DISPLAY: 9,509 SQ. FT. (0.2183 ACRES) TOTAL IMPERVIOUS AREA: 218,302 SQ. FT. (5.01.15 ACRES) F.A.R.: F.A.R.: 1.1228 Ac/11.8478 Ac = 0.095 < 1.0 OPEN SPACE: 11.8478 Ac. - 5.0115 AC. = 6.8363 Ac. (297,789 SQ. FT.) (57.7%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 40' Perimeter Perimeter Screen.Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 40' Perimeter: 742 Ft./40 = 18.5 => 19 TREES Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge for 742 Ln. Feet) 5% Interior Landscaping Islands: 60,539 Sq. Ft. X 5% = 3027 Sq. Ft. Landscape Islands: => 3331 Sq. Ft. Proposed Parking Area: 1 Tree Per 10 Parking Spaces 150 Parking Spaces/10 = 15 => 15 TREES BUFFER: CATEGORY B BUFFER ALONG ADJACENT RESIDENTIAL PROPERTY. FULL SCREEN PROVIDED with 75' ACTIVE BUFFER AREA & 25' INACTIVE BUFFER AREA. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED SITE LIGHTS AND THE PROPOSED BUILDING -MOUNTED LIGHTS, ONLY. 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 DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL'FEATURE. 5. NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THE DEVELOPMENT OF THIS SITE EXCEPT FOR,T HOSE SHOWN AS OUTSIDE 'DISPLAY AREAS'. RESPONSIBLE LAND DISTURBER NAIVE: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. d :� .b,� _ v_. Rt. 72 %fig l�L.. ^;, t1 ��rj q ,•---ilri t i � J •s� . `'w. y ,`O SITE INDEX _TO CITY/COUNTY LOCATION PIN 42-A®187 . PIN 42a A®� �� C. JOSEPH LIZER USE: SINGLE FAMILY RESIDENTIAL . CHARLES JOSEPH LIZE 4 ZONE: RA USE. SINGLE FAMILY RESIDENTIAL do ENTIAL do od ZONE: RA 0 0 p TRUCKS DISPLAY gy LORE G AREA 0 ED 4 o C 4 _�® BUILDING D D\ I �� - _4 x ®tl a y � � I 0 0� lop i, cam a fl PROP. GRAVEL TURN -AROUND 0 o r _ PIN 42-- A-1 90 FRUIT HILL ORCHARD,- INC. USE: AGRICULTURAL UNDEVELOPED ZONE: A VICINITY MAP 1. m 1000, 0) ct PIN 42-A. -186 SQ HOOL BOARD OF E EDERICK COUNTY c ®,__J UAT NAB ZONE RA _ � ._ . # Q 6 V) v� C•7 PROP. ROADWAY o WIDENING p "{ f PIN 42-A-227 STEWART S. YEAKLEY SE: AGRICULTURAL/UNDEVELOPED ZONE: RA h Q N r ` , �Nv ^ ; "r X O 1 PIN 42- A- 226 A7 ROSEDALE PROPERTIES USE:. SINGLE FAMILY RESIDENTIAL ZONE: RA SCALE: 1°°=100° � E,AL' FI0 PA�NTER-LEW�S- PaLok`:�91 13 �®2 �® DDO�X STREET, T � T 0 Y G. INTER � N . $260 V V H EST l% � � �, A 601 'Q (1 Zoo) Ww� ASSY. ASSEMBLY S.F. BASEMENT FLOOR BLK. BLOCK . SC BOTTOM OF CURS BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD,. BASEBOARD C&G CURB & GUTTER CIP CAST IN PUCE 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 - 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 5°' 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.S.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 u(00.00) EESAEHA EXISTING NINDICATES PITCH 0 10 IN THE GUTTER PAN: PITCH TO BE 1 /S" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). LEST OF DRAWENCIS SHT. 1 / k IL: COVER SHEET & ZONING NOTES SHT. 2/ I R : GENERAL NOTES & CONSTRUCTION NOTES SHT. 3/ 1 t: SITE LAYOUT & LANDSCAPING PLAT SHT. 4/ 11: SITE GRADING PLAN. . SHT. 5/ R II: EROSION & SEDIMENT CONTROL PLAN SHT. 6/11: EROSION & SEDIMENT CONTROL DETAILS SHT. 7/ R I1: STORM SEWER PROFLEE SHT. 8/ 11: STORM SEWER DETAILS SHT. 9/ 11: CONSTRUCTION DETAILS SHT. R O/ I R: STORM WATER MANAGEMENT, g I�eS SHT. fl IL o . ENTRANCE ROAD DETAIL IR 9E NOV 2 0 2001 70T OF PI_INNINGIDFIFI.OPNAP APPROVED E D THE ZMHO ADLIHSTRATOR FREDER'I C K COUNTY, \!L' I'" O H i WIMINU AMM13MMH PATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: FILE NO.: 0009( 1 N 10 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 RESPONSIBILITY1 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 PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. ,THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT HAS BEEN, ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED 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 LIMITSOFCONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE DENNY'S LANE AND BERRYVILLE PIKE R-O-W's. 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 lb/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac. 65% KENTUCKY BLUEGRASS 40 lb/Ac. 20`l PERENNIAL RYEGRASS 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. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXIS'TIN G UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE , N THE PLANS 0 R AS DIRECTED BY THE OW NER'S S AREA INDICATED O >� IN THE N E REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. 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. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. 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. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED.AND MULCHED AS NEEDED. R UTILITIES: SANITARY SEWER AND WATER 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 DEPARTMENT OF HEALTH. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY HEALTH DEPARTMENT. 3. THE PROPOSED SEWER SERVICE LATERALS SHALLBECONSTRUCTED WITH 4" DIA. PVC. PIPE AND RUN AT A MINIMUM GRADE OF 2.08% AND 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 1.04`k. THE SERVICE SHALL BE RUN TO THE EXISTING DRAIN FIELD LOCATION AND BE INSTALLED IN ACCORDANCE, WITH THE STANDARDS AND REGULATIONS OF THE COMMONWEALTH OF VIRGINIA DEPARTMENT OF HEALTH. ALL WORK SHALL BE COORDINATED WITH THE HEALTH DEPARTMENT. 4. THE WATER FOR THIS COMPLEX SHALL BE SUPPLIED FROM THE PROPOSED CLASS 2C WELL IN APPROXIMATELY THE LOCATION SHOWN ON THE PLANS. ACTUAL LOCATION AND ALL RELATED WORK SHALL BE COORDINATED WITH THE•VIRGINIA DEPARTMENT OF HEALTH. 5. THE WATER MAIN SHALL BE INSTALLED.AS,SHOWN. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER N SYSTEMS AND THE PROPOSED ON -SITE STORM WATER MANAGEMENT FACILITY. THE RUNOFF DRAINS INTO THE PROPOSED ON -SITE STORM SEWER SYSTEMS.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. (SEE THE STORM WATER MANAGEMENT REPORT FOR CALCULATIONS) 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 PRO -POSED CURBS 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. PAVING AND CONCRETE: 1. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, 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 IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUI4TY OF FREDERICK, VIRGINIA FIRE MARSHAL. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON TIiIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3 ZONING DISTRICTS. 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. SUPPLY UNIT PRICES TO THE OWNER AT TIME OF BIDDINIG. 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 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. 8. 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 FIP24LY INTO THE GROUND. SECURE TREE TO STAKES WITH $9 GALVA14IZED WIRE GUYS WITH RUBBER '.HOSE CONNECTIONS. STAKES SHALL 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 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 PERIiOD OF ONE YEAR FROM TIME OF INSTALLATION. EROSION AND SEDIMENT CONTROL GENERAL NOTES A. All work .shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specificationls of the County of Frederick, Virginia. B. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local c program administrator is required prior to commencement of construction of this project. C. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. D. The contractor is responsible for the installation of any Y additional a be' deemed erosion control measures a s may necessary by the local program administrator.. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction P 3 of a' proposed office, parts sales, equipment service,' equipment showroom, and warehouse facility, with related driveways and parking facilities, site grading, well & septic field, storm water management pond, service ,utilities, and site landscaping. 2. Existing Conditions: The 14.75 acre tract is currently undeveloped and was previously used for ,agricultural purposes. The site has approximately 509 linear feet of road frontage along Indian Hollow Road (VA. Route 679) which provides access to the site, and is located at the cross -over of North Frederick Pike (U.S. Route 522) and the intersection with Indian Hollow Road. The adjacent 8.64 acre tract which makes up the remainder of the project area is located southeasterly of the 14.75 acre parcel and has 350 linear feet of frontage along North Frederick Pike. .Development will impact both tracts (see the site layout and grading plans) .'The area is generally rural in ,nature. There exists a business strip along North Frederick Pike (U.S. Route 52211, however, the. parcels surrounding these lots are used for agricultural and residential purposes. The site is gently sloping from the west or rear of the site adjacent to the residential section towards the front: or Indian hollow Road and the easterly property line. A large Swale exists through the middle portion of these tracts that generally' flows from west to east. Which handles the majority of the storm water runoff in and around the. site. A small portion of the site flows towards the orchard area at the rear of the second tract with the remainder of the site flowing to an existing 18" storm culvert located -under Indian Hollow Road. (See enclosed Exhibit 3 for parcel layout.) 3. Adjacent Areas: The site is bounded on the, north by Indian Hollow Road (VA. Route 679) and North Frederick. Pike (U.S. Route 522).. The land to the west is developed land consisting mainly of medium -lot single-family residences. The eastern and southern boundaries are bounded agricultural land that is currently being used as apple orchards. This land is also part of the Second Battle of Winchester Battlefield Apple Pie Ridge District. Buffers along these boundary lines have been proffered to help 'preserve the battle field district. 4. Soils: n indicates es the follow ing The sails ma of Frederick County d g P soil types exist within this project area. On -site soils have been disturbed previously for the planting and harvesting of agricultural crops. 143: Frederic k-Poplimento loamy: (2`?-7`'' slopes). Hydrologic soil group B, Class II Soils. (Approx . 60`; ) 14C: Frederick-Poplimento loams: t7', 15 slopes). Hydrologic soil group B, Class II Soils: (Approx . 39`; ) 17C: Frederick-Poplimento-Rock outcrop complex: (2%-7% slopes): Hydrologic soil group B, Class II Soils. {Approx. 1%) (See the attached exhibit indicating the soil types.) COUNTY of, FREDERICK Department of Piunning and Development 5401665-5651 FAX: 540/ 665-6395 May 31, 2001 Mr. John C. Lewis, P.E., C.L.A. Painter -Lewis, P.L.C. 302 S. Braddock Street, Suite 200 Winchester. VA` 22601 RE: REZONING #04-01 FOR WINCRES'TER EQUIPMENT COMPANY Dear Johii The 'Frederick County Board of Supervisors approved the above -referenced application to rezone 23.39 acres from RA (Rural Areas) to B3 (Industrial Transition) at their meeting on May 23, 2001. This property is located adjacent to the dumpster site on N. Frederick Pike (Rt. 522) and Indian Hollow Road (Rt. 679), across from the Virginia farm Market, and is identified with Property Identification Numbers 42-A-188 and 42-A-189 in the Gainesboro Magisterial District. The proffers that were approved as a part of this rezoning application are unique to this property and are binding regardless of ownership. Enclosed is a copy of the adopted proffer statement for your records. Please do not hesitate to contact this office if you have any questions regarding the approval of this rezoning application. Si, erely, Ic R. Lawrence Deputy Director LRL\ch cc *E. Frank Smith *Doug Rinker, Winchester Equipment Company Sidney Reyes, Opequon District Supervisor Jane Anderson, Real Estate *Steve Meinik.off, VDOT (* - cc's with copy of proffers) 107 North ]lent Street ^ Winchester, Virginia 22601-5000 53-A-2 ZONED: RA USE: VACANT 2V PROFitIFEO ACUVE BIf M 25 PROFFS O WAC'INE & f M r EASDENT I�I ST1� FOR fUTIRO: RO'e RESExvE 42-A-187 I---I--m 42- - A 190 I ZONED: RA I ZONED: RA I I I V ANT USE. AC I USE: VACANT r f I ) s .ea9sr Mal I 42-A-189 I 42-A-188 8.64 ACRES I I 14.75 ACRES ZONED: RA I ZONED: RA I • VACANT JSE: VACANT USE. ( I I I �I �tol� \ \ I L RS I L-20.48' rF I - I as s m,ie' E -10-V I 42-A-226 ZONED: RA USE: RESIDENTIAL I I' I' - - 42 A 227 ZONED: RA USE: VACANT 42-A-227 ZONED: RA USE: VACANT 42-A-184 ZONED: RA USE: RESIDENTIAL i�/S 55M E . arc+ N7Y E FUSE: l' 42-A-186 0ZONED: RA r TRANS. STATION VO� �'�4D !-A-228 WED: B2 COMMERCIAL 9 E. FRANK SMITH PROPERTY FREDERICK COUNTY, VA sr. PAINTER-LEWIS, P.L.C. WINCHESTER, VIRGINIA SITE DEVELOPMENT PLAN D XHIIII NO.: EXH181T 3 0 _.- , F 3 6')0 v Y UGC:• '1�0in. Z LD Scale 1.15 840 _ PROFFER STATEMENT PARCEL ID 42 ((A)) 188 and 42((A)) 189 near to or through the subject parcels and Intersects with Route 522 at the existing, signalized intersection of Route 522 and Route 679. The exact alignment of the roadway is unknown, as is the timing for construction Therefore, the owner reservesil the right to adjust the alignment of the 80' reserve strip from the location shown on Exhibit 3. The owner agrees to depict the 80' reserve strip in all future site development plans required to be submitted to Frederick County Department of Planning and Zoning. See Proffer #5. The owner recognizes that the development of the site will have certain impacts on th adjacent properties as well as the view sheds associated with the Second Battle of Winchester The owner is willing to proffer a "generalized site plan" as part of this rezoning request to illustrate the layout of the proposed improvements proposed fo Parcel 42-A-188. The Generalized Site Plan is attached hereto. See Proffer #6 Pursuant to the applicable provisions of the Frederick County Zoning Ordinance, thel undersigned applicant proffers that in the event that the Board of Supervisors o Frederick County shall approve Rezoning Application # for the rezoning o 23.39 acres on Parcels 42-A-188 and 42-A-189 from RA to B3, development of this particular 23.39 acres will be in conformity with the terms and conditions set forth i this document. These terms and conditions may be subsequently amended or revises( by the owner of the property with permission from the Frederick County Board of Supervisors in accordance with Frederick County codes, These proffers shall b binding on the owner and their legal successors or assigns PROFFERS 1. For a period of time as long as the subject land maintains a B3 Zoning, the land will be developed for the following uses: 1 General Business Offices 2. Uses which are identified by the following Standard Industrial Codes; a. 50-wholesale trade of durable goods; b. 51-wholesale trade of nondurable goods (excluding beer, wine, and distilled alcoholic beverages); c. 52-retail sales of building materials, hardware, garden supplies, and mobile home dealers, d 5599-automotive dealers not elsewhere classified; e. 7353-heavy construction equipment rental and leasing, f. 7359-equipment rental and leasing not elsewhere classified, g. 7519-utility trailer and recreational vehicle 'rental: h 7699-repair shops and related service not elsewhere classified. 2. The land and any improvements thereto will be expressly not used for the erection of communication towers which exceed a height of 35 feet S. Critical Areas: , There are two critical areas of the site. The ;large Swale which conveys the Ira),rrit_v or the storm water through the site and the area adjacent to Indian Hollow Road where the existing 18" CMP culvert is installed. These areas control and convey the Sturm water runoff through the site and pose the greatest areas of sediment deposition during the construction process. These areas are gently :;loping and with the appropriate control measures can be easily maintained, 6. Erosion and Sediment Control, Measures: a. Erosion and d Sediment Control. Measures shall be installed prior to any -land disturbing activities. The work shall be confined to the designated 1ImIts of constructiorr. For this ro'ect the limits f construction P 7 is c. o o �truction are defined as the property boundaries and the existing edge of pavement of Indian Hallow Road. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of constraction of that has k phase f h w o the ox If possible,- all natural vegetation and/or Mulching sh all be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected doting the construction process to the greatest possible extent. p e to . t c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfillrng. d.' Upon completion of construction, ail permanent erosion and sediment control measures shall be installed. After stabilisation, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shali be repaired, fertilized, replanted, and mulched, as needed. e. All properties ad3acent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the' installation and maintenance of all erosion and sediment control re mea u. s s 7. Construction Sequencing: PHASE I: 1. Site Preparatiun: Hand dig test pits over existing utilities to determine their depth and actual locations. Secondly, the limits' of the drain field areas shall be staked and protected to prevent encroachment or undue disturbance of these areas. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation,. as needed on the site. b. Construction of the construction entrance. r_. Installation of the silt fence along the till areas of the main service drive, as indicated an the plans. d. Installation of the proposed diversion dikes to, convey and runoff to the sediment traps. e. Installation of the three sediment. traps. PHASE II: 3. Site Construction Sequencing: a. Stripping n removal f h to il. its full anda the so t V PP 9P depth, as needed, and stockpiling of the topsoil in the designated area. b. Rough grading of site. c. Building pad construction. d. Installation of the proposed storm utilities. e. Placement of check dams for ditchline protection and installation of the inlet protection. Phase II Controls t. Curb and gutter installation. g. Final Gradinq of site. h. Stabilization of all lawn and slope areas.. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. 1. Remove erosion and sediment controls, as approved by the inspector. PROFFER STATEMENT PARCEL ID 42 ((A)) 188 and 42((A)) 189 3 The owner will reserve for dedication of an easement to Civil War Interest groups, a portion of the subject property in order that said interest group can create an interpretive site. The Civil War interest group must be 'a recognized, legal entity able to receive such easement rights All expenses associated with the creation of legal easement and use documents will be borne by the owner All expenses associated with structural and/or aesthetic improvements within the easement for the purposes of access, public viewing of the area, and interpretation of events associated with the Civil War, shall be born by the Civil War interest group. Such improvements shall meet prudent engineering practices and all design standards of the Frederick County Zoning Ordinance 4 The owner will establish a 25' active buffer and a 25' inactive 'buffer along the eastern and Southern property boundaries of the site as shown on Exhioit 3 5 The owner will reserve for dedication to the County of Frederick a strip of land eighty feet in width and running north to south across the subject parcels for the purpose of the future construction of a road to connect Route 522 to Route 50, This voluntary reservation of land shall be valid for as long as the Frederick County Comprehensive Policy Plan identifies this general area as a potential route for a collector road to connect Route 50 with Route 522. If future planning action by Frederick County results in the repositioning of this road in a location other than through the subject parcel, the reservation of the land referred to herein will expire. 6. The owner will develop Parcel 42-A-188 in general conformance with Drawing No GSP-1, titled "GENERALIZED SITE PLAN" attached hereto. Monetary Contribution to Frederick County Service Organizations The owner will donate or will cause to be paid to the Round Hill Community Fire and Rescue Company .No. 15 the sum of $1,000.00 for impacts to fire and rescue services. This sum will be paid upon receipt of the first building permit issued subsequent to the approval of this rezoning for any proposed structure. The conditions proffered above shall be binding on the heirs, executors, administrators, assigns, and successors in the interest of the owner'.. in the event that the Frederick County Board of Supervisors grant this rezoning and accepts these proffers, then these proffers shall apply to the land rezoned in addition to the other requirements of the Frederick County Code. 8. Maintenance: 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 rainrall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end cif we rl: that clay. a. The c-onstruLti+ln entrance stall be maintained so as to control the amount of soil materials rhat. may get caught in the stone bed. It the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be ,ieemed necessary. A crash Track shall be :.nstailed as part of r n n rur:t_I n er, _ari�e ons ruc'ior.. If this measure th e -o st o t .. c t L fails to properly clean the construction vehicles, then a w )1 1 - 1 program wash rick must' ),e installe, as directed b tie Ica s d Y 1� 9 admir.rstr. Ttor. L. The ruck check; clam ,r,let. and o�itlet protection devices, and the F ., �jlg shall Ike checked regularly for t fencing ; to o�.tNd sediment. Ir sediment Is trapper, it .,hall be cleaned carefully so as not to release the trapped sediment downstiLam or on adjacent properties. C. The sediment traps shali be checked regularly for deposited sediment. If sediment is trapped or if there is excessive hulldup or sediment in the bottom of the traps, they the traps shad 'be cleaned c;arefu.Ily su as not to - l . c. 35 R e _ the e trapped sediment iot•3nstream and disposed properly oft -site. d. All seeded and sccdded areas shall he checked regularly to ensure Chat o 1` a good stand <I grass is maintained. Areas ..hall be repaired, fertilized, and reseeded or resodded, as required T MPORARY SEDIMENT TRAP �i y • SEE PLATE 3.13-1 FtL(ER CLOTH ORIGINAL GROUND ELEV. COARSE AGGREGATE CLASS I WRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (W FEET). _ a K DRAINAGE AREA / (IN AC.) ONERMN DIKE COARSE AGGREGATE r EXCAVATED FILTER CLOTH AREA COARSE AGGREGATE SHALL BE VOOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) O V UJ ti Q O Z & . a J a= C� Z CY- IZ � Q ra� Q o 0 � Q a D A �A- O � O ragvuo n/�0 0 M �n- t� 0 � � a Q � O • h���Y •, ! ,spy SURVEY: C.1.: Pointer -Lewis, N/A P.L.C. DRAM BY: JOB NO.: TGP 0009005 SCALE: ®ATE: NIA 10/02 /01 SHEET: ��j 0 1 1 I C Cn rn C = � Or-err—Z �0w rn 1 D Z Iv � a m Z r c� M CD PIN 42-A-187 C. JOSEPH LIZER USE: SINGLE FAMILTY RESIDENTIAL ZONE. RA 24"0 Inv. Out=897.65 I ®PROP. DI-3B, L=4' I i Top=908.00 "0 i 21 Inv. In=898.55 "0 '� I 322.49' 21 Inv. Out=898.40 > I� ® PROP. DI-1 v {� Top=907.00 21 "0 Inv. In=899.00 i 21 "0 Inv. Out=898.80 1 13,000sff CIVAL WAR 50' BRL INTERPRETIVE SITE ESMT. 41 5 -21 "0 RCP, 100 CL. III ® 0.60% Slope 10'x14' CONCRETE 87.66'-21 "0 RCP, C DISPLAY PADS TYP 0.57`±; Slope PARKING SETBACK I�.b7 CATAGORY B BUFFER: \ 373.37 LINEAR FEET \ _ (373.37/10=37.34x3=112.02 TREES REQUIRED) PIN 42-A-184--- TOTAL PLANTS PROVIDED= 124 CHARLES JOSEPH LIZER \ --- ^--- / I DECIDUOUS PLANTS= 41 (1 SPECIES) USE: SINGLE FAMILY RESIDENTIAL EVERGREEN PLANTS= 83 (3 SPECIES) L I ZONE: RA 0 4 C 484.3T NOTE: N C SAN. SEW. C.O.'s ARE REQUIRED 7 PN Q A MINIMUM OF EVERY 60 FEET Z 7 PN IN THE SEWER LINE CONNECTING x 6 7 N 7 PN THE BUILDING TO THE SEPTIC TANKS ' PR.. R.O.W.R.O ® PROP. ES-1 ®PROP. ES-1 24"0 Inv. Out=897.35 15"0 Inv. Out=898.00 CATAGORY C BUFFER W/ 10' WIDE MIN. LANDSCAPE SCREEN 75'INACTIVE BUFFER 25' ACTIVE BUFFER R I PR. GRAVEL TURN -AROUND ' (Subgrode: -6") EDGE OF GRAVEL 4' SHOULDER 'at W W t + m. L� PMV 42-A-10 Ile PR. SWM i < POND N. N OUTLET CONTROL STRUCTURE \ (SEE DETAIL SHT. 9/9) 15'0 Inv. 45.00'-15"0 RCP, l n=892.00 CL. III ® 1.1 1 % Slope 25' PROFFERED ACTIVE BUFFER 25' PROFFERED ACTIVE BUFFER Inv. (ut 25, PROFFERED INACTIVE BUFFER =891-5p 25' PROFFERED INACTIVE BUFFER s Is 9*7 907-- PIN 42-A-190 FRUIT HILL ORCHARD, INC. USE: AGRICULTURAL/UNDEVELOPED ZONE: RA PIN 42-A-186 SCHOOL BOARD OF FREDERICK COUNTY USE: EDUCATIONAL ZONE: RA -- -- N 1771 Y,3"'j 41..01' --�-- 5' PARKING SETBACK v 15' BRL 00 NOTE: DRAINFIELD AREAS SHOULD BE STAKED 1N THE FIELD PRIOR TO ANY CONSTRUCTION. PROP., TRUCK ACCESS DRIVE zz Na z a� �� 2 O V �01 J / NOTE: ' O / A SIGN PERMIT IS / NECESSARY PRIOR TO ! INSTALLATION, CONSTRUCTION, J OR MODIFICATION OF ANY IJ BUSINEcc cacti ! Q / I CULVERT �2 50.00'-2 x14" RCEP, CL. III ® 0.50% Slope PROP. ROADWAY 1WDENING NOTES: ROADWAY WIDENING INSTALL PROPOSED PAVEMENT SECTION OR MATCH THE EX. SECTION, WHICHEVER IS GREATER. FULLY SAW -CUT EDGE OF EX. PAVEMENT TO MAKE TIE-IN FOR THE NEW PAVEMENT. / •,f~" ®PROP. DI-3B, L=6'/A Top=904.90 15"0 Inv. I n=899.35 / 24"0 Inv. Out=899.20 / ® PROP. DI-3B, L=6' Top=905.00 ' 12"0 Inv. In=900.00 15"0 Inv. Out=899.75 0 ®PROP. DI-36, L=6' Top=905.00 / 12"0 Inv. I n = 901.00 !. oe Q PIN 42-A-227 / STEWART S. YEAKLEY USE: AGRICULTURAL/UNDEVELOPED 5 / ZONE: RA 0 /wry/ R_ /J �/� 0' C37 /J PLANT LIST / KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING AR 20 Acer rubrum Red Maple 21 /2" Col. 30' o.c. PN 53 Pinus nigro Austrian Pine 5'-6' B&B 10' o.c. RC 8 Rhododendron catowbiense Catawba Rhododendron 4' ht. B&B 4' o.c. TM 1 103 Toxus x media 'Andersonii' Anderson Anglojop Yew 3' ht. B&B 5' o.c. TMH 22 Toxus x media 'Hicksii' Hicks Anglojop Yew 4' ht. B&B 4' o.c. VP 41 Viburnum prunifolium Blockhow Viburnum 4' ht.. Cont. 10' o.c. ZS 14 Zelkovo serroto Japanese Zelkovo 21 2" Col. see plans Plant size indicated are at time of planting. / q PIN 42-A-226 50 0 50 ROSEDALE PROPERTIES / USE: SINGLE FAMILY RESIDENTIAL 10M / ZONE: RA Scale 1 d , 50 ft 150 .• O iz CL V 0 Q 0 0 Z o� 4 W V) ~ V� Z J H F- C.� Z Q rY r� Z U �a CL Z N C� � w Lai cCL I­ V W 4 •�Y U LAJ Lai W m M U Z C) ? Q LA_ 0 3 � a. V 0 0 N �O + CV � 1o7 U N l 0 O► N tO 0 U I C N 'N 0 (0 C V) l= °' 0 O 0 > LO 0 0 0�C rE_ -C -C a fn 'v c a E 0Lu Cn N 0 +T�LTH Oar j No.�O G `s310NAL SURVEY: C.L., Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: 1"=50.0' 10/02/01 SHEET: 3 /11 C Ln rn -� It D � C -t r-q DZ�tJ < Z r n M CD PIN 42- A-187 \ __-- _------ - If 42- A-184 \ �---. _•-- `�' C. JOSEPH LIZER If USE: / USE: SINGLE FAMILTY RESIDENTIAL CHARLFS JOSEPH LIZER \ ! f I SINGLE FAMILY RESIDENTIAL --__ ZONE: RA I ZONE: RA `'- ---- o �19i9i NOTE: % .%$�� SAN. SEW. C.O.'s ARE REQUIRED Q 6 NOTE: ' � 5. �""�.. �' � _ • A MINIMUM OF EVERY 60 FEET DRAIN�IELD AREAS SHOULD r " "` - •._�y� j IN THE SEWER LINE CONNECTING / BE STAKED fN THE MELD ��• - 15 BRi - ••• J THE BUILDING TO THE SEPTIC TANKS PRIOR TO ANY CONSTRUCT7!(SN. D , 14 ' PIN 42-A-1 o 2, NOT RESPONSIBLE FOR f` \ / 86 ~ , ct ANY DAMAGE THAT MAY 91p� S CATAGORY C BUFFER/ `!2 �, SCHOOL BOARD F ti j FREDERICK COUNTY o° `` I N'JZ RESULT FROM FAILURE� f ` � - ' ` W/ 10' WIDE LAND CAPE SCREEN th' � � � - F`ROM THIS TANK. � PR. LOADING flOCJC o ,. USE: EDUCATIONAL ZO E: RA ^ a `i �o fv SEE MANUFACTURER � _ 8.� \ -"-- Ts' WACIIVE BUF ER ,� -`' AND SU $fitE� FOR ` � � � � � � t •,, . . f Q � � Q��m Ja4NK I N 0. q 0 , `� Q z TRUCK LOADING- AREA �a'1` _.., C1 �` C j 1'-1000sft- CJVAL WAR ly �1771 �- a. - tZ_ INTERPRETIVE SITE ESMT. / J' GqI. P500 G -_--- 5' PARK ^�K ING SETBACK F ,� _ / � 75' GRAyEt DISPLAY AREA SEPTA / 2 V 19,40 91g.00 UMP T 15' BRL Q V PROPO ... L6Ca(?lON / 7.9 K fl Q I I W HG TANK ° _ 0 SAN. S l! / J , 06.2 T• TO DRAINFIELD O r� FIRir SUPPREgS N '2S' E NOTE: / I TH RS S�'STEA� r_ C 4`�25 GR (BY t7THERS) f 08.2 FR EOR_ !}�. 2 L DISpIA AIN SHOULD r - 979.00 = 1 \ r FIEtD REAS .00. 7• BE__SIAKED tN THE FIELD- O 8.0 4.4 4 S7Rjp PRIOR TO Y CONSTRUCTION. I .■• PARCEL 1 f 08 T3 PVC EW. LAT., 7 _ -- ' 11.77 ACRES BLDG• c 3' / __. 2.5 I O d _ 07. 4.35 �g2�IRE ,t.. � a NOTE: PAS GTE 0 �/ t PAP_ OS 9 4,5 I �-►/ / A SIGN PERMIT IS 7 _ NECESSARY PRIOR TO / (W OTHERS) +�+ .D� `; LIGHT �/ 10'x14' CONC. o I - c9Li 53 OP. INSTALLATION, CONSTRUCTION• _ 8 PROP. TDISPLAY PADSA$S:p- ,OR MODIFICATION OF ANY ASSY. BUSINESS SIGN. PROP. PUMP HOUSE \ ' F.F.=908.50 R � LEC. _. -••- OSEp� ^ -__ _ _ - -" ^ T.- wit TANOr TOTAL LO OP �© _�_ �, •0� Rpi52 DISTANCE 0� . ' ' 08.11 >dw. - - AREA: _ rJ � TOTAL 47,987 S �o _..- � 2�^ : '- FOOTPRINT WIDENING is a ME2ZgNJN AREA 43 • (Total) ( NI / E AREA. 4 NOTES' ROADWAY WI INSTALL PROPOSED ` PAVEMENT SECTION I � a -• . � STORAGE qR .331.21 S29 Sq. F f. �a � �, �• � 5 € EA: 1.331.21 q Ft' F01'ER _®- - - •s E 6. -i9 2S ©R MATCH THE EX. CANOPY AREA: 3,000 S q Ft. ENTRA�C l' .� SECTION, WHICHEVER FICE S `` 12' WMOE H REA: 16 52 q. Ft, _ DISPLAY IS GREATER. _ $ USE:EIGHT urge $TOR , 81 � sq. Ft, ®. ' EQUIPMENT $ Max, c _ ;.- - � � , 2S FULLY SAW -CUT EDGE --- I W$ & SERVICE 22 _ 22 J�E ` PROP. ROADWAY OF EX. PAVEMENT i l F.F 22 i i PR. 4' S=ouL�1 _ NODT WIDENING TO MAKE TIE-IN FOR .- ray 4 = 908 83 . - . GN K" G 11 \ THE NEW PAVEMENT. a / _. q 16 0 .75 AW O.A-10 - �{ PROP. g VUO I''I - (j� °- - �_� to ._1 _ - _- _ �,, ._ 7 R 1 L!G � HT y � r 25 08.0 S7 - - - 1 95 f x12' 8. _ 1 ,-_. ASSY ;�I �� �' n tt Mp .5 5 { 404 PROP. .oy f -� PROP. Cl. 85 ISLDG. CANOPY PR. 8 4V °a' h� �4 2c t ING y ,� lQ 07.25 07.0 07. 06.7 05.9 0 32 / � gt.8 � Qp41 RRER Co r 13,000s pVAL WAR 50' BRLN de � INTERPREE VIE SITE ESMT. 77 _ o - PR. SO END CG-6 yti�'/ f �4 k.+� ,�/ 60 1 DISPLAY CONCRETE / \� - _ _ - /� �- VDr�T "9�_ DISPLAY PADS TYP. _ _ _ ! �'yp• � ��' PftING SETBACK % .. / - w. . f _ PLO e / / 00' 6 / ,z� / R.O.W. os.o . ' Q PIN 42-A-227 �� STEWART S. YEAKLEY -90� / f �};_ USE: AGRICULTURAL/UNDEVELOPED - --*-- - - - - ---�- - - � - -�- - - - - - - - - - t END ASPHALT � ZONE: RA PR, GRAVEL TURN -AROUND BUGS OF GRAVEL - �. / '` o� T- 4.20 4' MILDER r PR. SWM POND 98 25' FERED ACTIVE BUFFER98 ?�' PROFFERED ACTIVE BUFFER 94 25' PROFFERED INACTIVE BUFFER y_ L_ T_ _ _ 25 PROFFERED INACTIVE BUFFER 7 Ji PIN 42-A-190 c`� / FRUIT HILL ORCHARD, INC. `p�a50 0 50 I USE: AGRICULTURAL/UNDEVELOPED PIN 42-A-226 ZONE: RA ` ROSEDALE PROPERTIES I / USE: SINGLE FAMILY RESIDENTIAL „ Scale 1 = 50 ft d z 0 V W 0 L Q 0 I w J t F= a z 3 Q Of a Z Q Q � Z N Z N J � IF-- L Lj Fes" V) C� V 01 W 2E W=;m • Y ce. W m M (=j Z GC w ? _La Q LA_ 0 3 c� 0_ a 0 N N M d rn E N ul +% I I c N N cn .0 cD c _ Y U O 0 j LO 0 Q3i -0 -0 L c - ° o +' c °' a m N 0 E aD _c t_catn'� 3 c a6i a E 03F-LLw Ln N 0 a� I€ 1 Z i N V" 3 e p a 91 V.I _j � W zz ►°w TN OF Y! ppm" a No. 8260 04, ONAI, SURVEY: Pointer -Lewis, 2' P, L. C. DRAWN BY: JOB NO.: 150 TGP 0009005 SCALE: DATE: 1"=50.0' 10/02/01 SHEET: 4 /1 \ IPIN 42- A-187 ------ PIN 42- A-184C. JOSEPH LIZER CHARLES JOSEPH LIZER USE: SINGLE FAMILTY RESIDENTIAL I USE: SINGLE FAMILY RESIDENTIAL ZONE: RA I ~-- -- ZONE: RA TO PS MU . . �=-- / �9'r9�1•.� S: NOTE: SAN. SEW. C.O.'s ARE REQUIRED �. — A MINIMUM OF EVERY 60 FEET k �Z INFIELD AREAS SHOULD r. a:�- _ IN THE SEWER LINE CONNECTING STAKED tN THE FIELD DR TO ANY CONSTRUCN• ... JTHE BUILDING TO THE SEPTIC TANKS h TO PSI MU 1 O PS MU j7 PIN42-A-186 0 0 / r / SCHOOL BOARD QF `' ti 40 - FRED►ERICK COUNIIY / C z 1' - \ USE: EDUCATIONAL ZO E: RA (sco ^ ' Q W o vA_ I —•--- -�..-.- 'qN 111I 2 .7,/ CX-- 015Go/.1500 G SEPTIC ti ANK PUMP TiiK / TO PS EAU Oti T. TO DRAINF LD J BY OTHERS TO S MU / FIRE SUPPRE�rt N _ i` NOTE: RAINFIELD:IN EAS SHOULD SYSTEM =' - �:� -.. C.O. (BY ETHERS) ' 25. BE STAKED THE FIELD�PRIOR TO CONSTRUCTION, IP \ a PVNLAT 0 2•08% l I � I / TO PS MU -►! NOTE: 92a'FIRE S I A SIGN PERMIT IS GTEM � 49`s �� �u P -- IP tO / 0 / NECESSARY PRIOR TO PIPIN o i�Y OTHERS) s -� w � .�� LIGH7 � cn 22 ASSY.- 6 �a �� PROP. _ / INSTALLATION, CONSTRUCTION, j TO PS MU / ao - LSY I OR MODIFICATION OF ANY W° PROP. PUMP - _ ` -_ -..__ _� T CO BUSINESS SIGN. 4� - Q HOUSE \ \ CD Q .a -. U-� E- F.F.-908.50 . PROPOSED- - _ o .BUILDINGo P t4 - CD o NOTES: ROADWAY WIDENING INSTALL PROPOSED PAVEMENT SECTION --F OR MATCH THE EX. 2.21' SECTION, WHICHEVER CI t 1 IS GREATER. 0 23 23 - To P Mu \ FULLY SAW -CUT EDGE I _ 22 GE -- ,«- — �- ' OF EX. PAVEMENT SF — oO ` TO MAKE TIE-IN FOR / _ - -- , 30. o� THE NEW PAVEMENT. 1 00. o r-0t6 �?—A�1QB _r - . PROP. ' -' -- ��,L - LIGHT ♦ — o00 i� PS MU 8 -- / TO PS MU I V `._. / ASvY / �20.0 '�atk 0' PROP. CL., �. o � 1 / Co It T, S s _ I / F � 3$ IP Y I ® o /i dool ACC;FU o,°o°vo 900 s / SF I P TO PS MU o OP--'—/r' / ,�� i - � / R.O. W. Q PIN 42-A-227 STEWART S. YEAKLEY -9�- TO PS MU op +� ��� /,�C� / USE. AGRICULTURAL/UNDEVELOPED O ZONE: RA SF w _ - 0TO PS MU o00 TOPSOIL STOCKPILE ) �/ R_`� TO PS MU AN 42—v4-10lk / / -.- ������ EROSION & SEDIMENT CONTROL KEY DO wl / c95 / 96 QR 94 _92\ / ga i sI N w 94a11s PIN 42-A-190 FRUIT HILL ORCHARD, INC. c 50 0 50 150 USE: AGRICULTURAL/UNDEVELOPED PIN 42-A-226 l ZONE: RA / / ROSEDALE PROPERTIES l USE: SINGLE FAMILY RESIDENTIAL S c a l e 1 = 50 f t dj � / ZONE: RA 3.02 TEMPORARY STONE o°o°o°o°o°o°o°o°o°o CONSTRUCTION CE °o°o°o°o°o°o°o°o°o0 °°°°O°°°°°°° ENTRANCE10202Q20?0000000?01 3.05 SILT FENCE 3.07 STORM DRAIN IP - INLET PROTECTION 3.08 CULVERT INLET CI PROTECTION 3.09 TEMPORARY O DIVERSION DIKE 3.13 TEMPORARY O SEDIMENT TRAP 3.18 OUTLET �---.PO.-OO-OOO.-..O..�000.1-10.00-S.O.-lool..00,-�,-..o PROTECTION 3.20 ROCK CHECK DAMS 3.30 TOPSOILING 3.32 PERMANENT SEEDING O PS 3.35 MULCHING Q MU 1 O CL V W a Q Cl 0 2 O O Z Z N 0 W J O O O z a W tY 0 Q U � a N Z t— N J W L0 � w c� cixOV Q U W m W m LAJ in ZZ LA_W ._. a 0 o: 0 0 J N O N M O c0 0) rn 0 N it) i I c_ N 04 N ,N 00 0 > � T _0 41 0 0 o m E a a� _ �_carn'� S c ) o E 0 3 F-- L- w N ^ o IYti ' %IF Z N t ( F- LWL i—jW �Z ZZ 0 1�111► I�illl► irWl► h111► U LLJ o���AyTH Op yl�c TNm No. 1 60 •oho � � l� �,��i �`rsjONAL SURVEY: C.I.: Pointer —Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: 1"-50.0' 10/02/01 SHEET: 5 /11 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER h. -'-. FILTER FABRIC SECTION A - A NOTE: / SPILLWAY USECHANNELIZE DRAGS, STRAW BALES SEDIMENT BARRIER ORR APPROVED METHODS (STRAW BALE TYPE SHOWN) \ TO RUNOFF TO BASIN ASIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. (.Qi♦ X,,Z, O FLOW FLOW > 6 a A A 2"-3" COURSE r s TRASHRACK AGGREGATE wo O MIN, 6" THICK C' I Z DIVERSION RIDGE I-= to x 70' w PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. E TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT USE FILTER FABRIC WITH WIRE MESH SUPPORT STEEL OR l WOOD POST FLOw FLO-�! 10 FT MAX SPACING WITH WIRE SUPPORT FENCE 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL 4R FILTER FABRIC Wp�D OST �� ATTACH SECURELY 36" HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF (RECOMMENDED) " STORAG HT. ;....�. 12" MIN. � • 12" MIN. • ' 4"x4" TRENCH WITH COMPACTED GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SF SILT FENCE GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER t 8 MIN. GRAVEL* (12" MIN. DEPTH) RUNOFF WATER WITH SEDIMENT av I� I I i 3 II"All111 i ap. III WIRE MESH SEDIMENT FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS I " GRAVEL SHALL, BE VDOT #3, #357 OR #5 COARSE AGGREGATE. z COMPACTED 50iL FLOW �1111„ill..lIII,I.IiI,. III IIII,�IIII,;,IIII;1111„Ij F,=,, III: 4.5' MIN. DD TEMPORARY DIVERSION DIKE ORIGINAL GROUND ELEV. DIRECTION OF FLOW 67 CU. YD. /1 ACRE DIRECTION OF FLOW CU AREA DIRECTION OF FLOW _ C;yf' •ems DIRECTION OF FLOW :. ,I. ` l • •:+ + rCNI . o� a w,,.r • � VORIGINAL GROUND ELEVATION COARSE AGGREGATE** CLASS TRIP -RAP ** COARSE AGGREGATE SHALL BE VDOT #3, #357, OR y5 CD SWM POND ROCK CHECK DAM DETAIL 67 CU. YD. /1 ACRE [� `ORIGINAL GROUND (EXCAVATED) L/ ILTER CLOTH ELEVATION a COARSE AGGREGATE** LASS 1 RIP -RAP AREA *+ COARSE AGGREGATE SHALL BE VDOT 13. /357, OR 05 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL OUTLET (PERSPECTIVE VIEW) SILT TRAP NO. DRAINAGE AREA WET STORAGE d1 DRY STORAGE d2 OUTLET h NOTES (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft.) LENGTH(ft.) (ft.) 7320 SO. FT. 5490 SO. FT. VARIANCE REQUESTED: SILT TRAP1 6.07 AC. (100'x75') 1'5- (1001x551) 2' 36' 2.5' SILT TRAP CONTRIBUTION DRAINAGE AREA 4257 FT. SQ. FT. SILT TRAP2 3.53 AC. (75'x60') O') 5, 75' (75'x45') 2' 21' 2 5' SILT TRAP CONTRIBUTION DRAINAGE AREA A VIEW LOOKING UPSTREAM NOTE: KEY STONE INTO THE, DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 18" TO PREVENT OVER FLOW AROUND DAM. rl ACC i PIP PAP 8 ft, I SECTION A- A 200' MAX. CD SPACING BETWEEN CHECK DAMS ROCK CHECK DAM SILT FENCE CULVERT INLET PROTECTION ENDwALL -----------------r----................... TOE Of TILL 1 .�_ CULVERT I 1 I I 1 I I I 1 I 1 I 1 -------------- --.--------- ------------- ---- s J TOE OF FILL SILT FENCE -- •DISTANCE IS 6' MWIMUM IF FLOW IS TOWARD EM8.4FY(IAENi Flow OPTIONAL STONE COMBINATION FLOW ti 2.5' VDOT �7 �351 OR j/yy COARSE TO R[E SILT FENCE IN ' t1 NICK VELOCITY OF FLOW IS EXP WHEN I RPRAP GRA VEL CURB INLET SEDIMENT FILTER ------------ GRAVEL FILTER • _ 1 Z RUNOFF WATER — WIRE MESH FILTERED WATER a SEDIMENT CONCRETE GUTTER a '\ I' 12� i;UR(i INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE. AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE 1S NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT p3. #357 OR 5 COARSE AGGREGATE. PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT LREA WITH NO DEFINED :HANNEL - L 8 ---� d I r ? SECTION A -A FILTER CLOTH KEY IN 6"-9'. RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN) �----- PIPE OUTLET TO WELL DEFINED CHANNEL i I PLAN VIEW CL -- 0 ds— SECTION A -A FILTER CLOTH KEY IN 6"--9". RECOMMENDED FOR ENTIRE PERIMETER NOTES I APRON INNING MAY BE RIPRAP. GROUTED RIPRAP. GAHION j BASKET. OR CONCRETE: � 2 L. 1S THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3183 AND 3 18-4. 3 d - 15 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT IISS THAN 8 INCHES. O O U Z Wv) 0 V did _j J 0 F— — V) O z cx W Q U Q CL 1­ O O i�a> w W �oCv)o W U C> W N = � W = N W W Z Z � 0 3 C.D O 0- 0 O V C=jN nO +? N N) —, tN N � U 0 � N .(n c0 '0 -01 In C i. 4 Y 0O O 3 O "c 0 L p -, Qj V �0 C _ a m ° . L _ a V' 'a :3 0 o E F- Li W N O ZJ RI W V z O z OZ Ld U �NXTH OF Y f�Pc, } f� Y U P�tCn> N0. 18260 40A slONAL SURVEY: Painter -Lewis, N/A P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: N/A 07/05/01 SHEET: w /1 1 Pi u M'SEWER Pk( - Sc (hl) 9 =50.0' (V 1"-5.0' }•a I o. I I I ,v I 1 ; i I II Y I 1 I k , ! i . .:I r t : i : II : I: M 1' i I IIj I kl- I fi I I:I i•: E1 I Y 1" i f p ! .. _ I . I I r I i i t 0 r • ` ■I i - -_- d i I SLOPE I .. • �. • Ii I r I r i : :PROP 4 I I I + � : 3 I @ 0 0• I r I S I I I pp t a s I p I I I s r _ t^ • I I i i I I I) V i I I I E M I I E 6 a i a y I r : I o E V I II i' 1 I I J- f E • E 4 • III e i , r I �• I i t , I � • f pp 1 1 n I • , a 99 — t I - e 1 I I • I • I I I e • • I a : • • G Y • , I I li I I • • I r • 4 I a _ _ . , d Y : CULVERT 2 STORM SEWER PROFILE SCALES: (H) 10 -50.0' M 1 " 05.00° EXISTS GRADE 910 910 PROPOSED GRADE 0 905 90® 900 - PROP. 50.0 '--23"x14" R EP, CL. III @ 0. 0% . SLOPE _ .895 895 890 µ 890 �__� w 00 w o) .0 0* OZ a > a y + v- + . •- 10+00 11+00 2 G STORM SEWER PROPLE. SCALES: (H) 1" =50.0' _.__.�•_.r_,_,- � -_. 2A .-:-,.,-��..,„,,. , ..., �_�__._._�T.r__„� ,-_,_-�___-..,..-„-.,-,-.+.-r T.--,-..,:.,,_.T,,._,....-,-._4.,, .�..,-_.«.. : 2 T PROPOSED GRADE EXISTONG GRADE 905.905 I I ' 900 , 900 P 2 PROP 194 9 1 0 RCP, 0 a P CL.III C� 0 52 % 0 SLOPE P1 PR® 224.0060 R P C PROP. 39.43 e 15 � RCP 9 C .IBI L ®0.5�� SLOE P II CLI ® 1 01% S OPE 00 V :.uj 00 000 Q ,. _.. a,....�:.. ,...-.-,.......•, :..-:s.. ate,.... ,:..._..._ __..:.. ,:.,... �._... ,--�-..�-... �.-.--..,......�,.... _.,,.:. �" �. . -. _ . _ .,._.-. ,. , _ _ -,_ ,-,.... M• -� ._ , m -. .._-.... 0 n. IL (L � � � _.._m, _—_,_.,. _ _,, _._.rT_ ,_ sege + P- -# TF M + Q- 1 + 11 13 I I r r:" I c Lai - ® r • R5 f k i ri I ® • ( . i 1¢ F ' I i BIB I: i 'i 'I I z -0 kl4p LJ 1 1 r rsm I' r I I I 0 I 0- 0 j 0 V) N Lo Lo cis i (h C ^ i ,C O " c i ® ®j 0 u a •In (o k I 0po j y � €yyy4F�m# tk i kl 8 44F4 3 ssl+ II s;� V) z�. ;Rita"3u£}hjSj�S 'l�{IA� Ma Z 0� � Z 1 ITH opgm dos No. 18260 ®A a log o g 9 d � SURVEY: Pointer -Levis, N /A I P.L.C. DRAWN BY: JOBS NO.: + TGP 0009005 SCALE: DATE: AS SHOWN 07/05/011 SHEET: /1' � j fly SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I I I I a SLOPE TO DRAIN TO INVERT =CTION A -A OF OUTLET PIPE IF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE a A d 9 « ,' • .y a .• SECTION B-B METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.08 DI 3A 38,3C FYP1N41nN .IneJT i FI—A EXPANSION KEYED 3' 10" FOR DETAILS OF INLET FRAME d COVER BACK OF SIDEWALK JOINT Y CONST. ? BARS �= APPROACH JOINT GUTTER SEE STANDARD IC-2. -BAR WAP..PP��DD 4" 2" o me GU TER BARS C a 2 6"u d" BAR SUBBASE 2 -- �I ARS F BARS B o f = ------- HARDWARE N A-- F CLOTH -WEEPHOLE. } i i w SEE In h x W " F BAR A o . � STEPS.'SE Al D A•"+ FACE OF CURB GUTTER III NOTE 5 _ 8 8 CONTROL IT JOINT CRACK CONTROL JOINT -- PLAN 61I SECTION A -A 10' MAX.. KEYED CONST. JOINTi L VARIABLE MAX. 20' --- r '-1 WARPED B 8" 3' 0" i 2" APPROATCCH BARS A GUTTER W N �1 •• --------------- 0 J BARS F BARS E B N - lf 3" DIAMETER tO BARS E WEEP HOLE FRONT ELEVATION 6" r-6" B" BARS e ------ (GUTTER REMOVED) VA.. BARS F 3'-0" 5X'/4" BENT PLATE - SECTION B-B /i R — TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 4 CG-7 STANDARDS. L2'/z"X2%z"X'/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A I GALVANIZED TYPE B /z" X 4" STUD SHEAR CONNECTOR WELDED GAL VANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68' 30' TO ANGLE IRON AT 2' C-C. CONNECTORS AND IS TO BE ANCHORED WITH %z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ APPR.PAVEMENT DI-3A L _ DI-3B L DI-3C L WARPED PAVEMENT _------------ ---�J LL--- FLOW FLOW 0-i 0-i 0-i DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET I OF 2 STANDARD CURB DROP INLET SK"r"T'°" FDTItENLf 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-1 ---- ------ /z SECTION CAST IRON %z SECTION STEEL NOTES Lugs to be cast with collar 2'-7" 1,_3�z„ L 2%2" x 21/z" x '/4" 10'-4" long / 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI U 05 ____ �{ B B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL A GALV. PIPE TO THE TOP OF THE STRUCTURE. N ^ 4 iv �J FI STEEL One welded joint PLAN "H." DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE --- Optional r43.6 Broce Ribs-< lbs. including onnector t Weld all connectors CONTRACTOR FROM FIELD CONDITIONS. s WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD to collar IS-1. THE COST OF FURNISHING AND PLACING ALL. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE rn /z" x 1%z" x Lug T— L 12" 8'/z" --- II /z^ x 4" Stud Shear connectors INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDNG OF WATER IN THE STRUCTURE, THE COST OF FURNISHING INCIDENTAL O 9�z" 2' 7" 9%z" 4' 2" PLAN (Grate Removed) NI IINETPLACING SHAPNGALL IS TOBEALS INCLUDED IN T THE BID PRICE FOR THE STRUCTURE SECTION B-B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DIMENSIONS FOR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT 4'-2" D TO ABUTTING CONCRETE TO PREVENT Hardware Cloth 2'-6" SETTLEMENT. IN LIEU OF DOWELS A 2"X4" 2 7', I 3" Diameter NOTCH MAY BE PROVIDED. SEE STANDARD weep hole ,ol�° See Note 8 ' F\i 8. T-01-3, 4 FOR ALTERNATE DESIGN. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC E HARDWARE CLOTH ''/4" MESH OR GALVANIZED ^in mN D. Collar --4" depth F+99r 00000000000000 � STEEL WIRE, MINIMUM WIRE DIAMETER NUMBER 4 MESH HARDWARE CLOTH ANCHORED ` E E E E Mt68, p 78 or 12" x 6" width C C 0�000�00000000 FIRMLY TO THE OUTSIDE OF THE STRUCTURE. Nh Trn N lV N M7 12" 15" 18" or 4M18 �� 00000000000000 N 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. O1 D. D Q � � � o �� 000000000000�0 u 10.ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR T/� CAST IRON tj LUGS AS SHOWN HEREON. SECTION A -A CONCRETE QUANTITIES FOR MIN. DEPTH Ememmmmmum we 34_ __� 1 ' 12" concrete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yds. Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per odditional foot of depth. APPROXIMATE WEIGHT Cast Iron Grate 363 ± 10 1bs STANDARD DROP INLETSPICIfICATIN 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 C Z O Q' U W Q Q 0 O Z VM` W 3N W aV) � W O � V I Z V a tea_ C N 0 0 W (I` Cy a W � 11.0 OLLJ = W � W 3 caa O d O O N O N f0 E O N U) r- o +% N I LID c CO � ✓ .� (0 cfl C n Q, O O 3 CJ 0 > LO � v 0 a C °' a ] 0) 0 L U Q (A 0 � a) aE o 0 t- I.,_ W O V) J W e Lij Z o OZ �1rlrrri► vrrr► �rlrl� U W V ��yTH op y! �� " (q %1401 � A G `SjONAL SURVEY: C.I.: Painter -Lewis, N/A P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: N/A 10/02/01 SHEET: 8 /11 HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND HANDICAP PARKING DETAIL N.T.S. HANDICAP SIGN 3• Min, HANDICAP SIGN DETAIL N.T.S. NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. CONCRETE DISPLAY DETAIL N.T.S. EXP, JNT. MATERIAL AS NOTED ON PLANS Slope: 1 /4": 1- 0" �----� �-fit•--�-�� • 0oa o0 0000opo000000000000 n 4 0 0 o 0 0 0 0 0 0 0 0 0 0 CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" COI 6"x6"xW1.4xW1.4 WWM FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CG— 6 COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 2" Tj x 6" 2'-0"----� DUMPSTER AND ENTRY PAD DETAIL N.T.S. 4" CRUSHED STONE (3500 PSI) 6" CONIC 6"x6"xW2.9Xw2.9 WWF(1.5" MIN CLEAR) STONE AGGREGATE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLED W/ REQUIRED SOIL Mix. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS. RIBBONS, AND TAGS FROM PLANT. ` t REMOVE TOP 1 /3 OF ALL----^^""-" BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RESERVED PARKING VAN ACCESSIBLE FIRE LANE SIGN N.T.S. 66" 30" 12" x 18" STD. - STD. U-CHANNEL POST PROP. GROUND hapCo NO. 11-251 OR EQUIVALENT SINGLE OR DOUBLE STND AS REQ'D AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE 7 3/4'06' THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. REVD PER STND MANU. PROPOSED GRADEF F— _ z M 3' Min, IIw -III-III- • • ao �. 24" DIA 4-#4 REBAR-3' MIN. CLEAR CONCRETE(3000 PSI) 8" 45 4' BY 4' CONC, BASE REBAR O 8' CC EACH WAY CURB DUMPSTER ENCLOSURE & — FENCE DETAIL N.T.S. -+----- 2x6 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 "x6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POS -o------ 2x6 BOTTOM ATTACH RAIL W/ 3-10d (EA. RAIL) 12" DIA. PC 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 ENCLOSURE FOR THE DUMPSTER PAD, THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS. NOTE: CONTRACTOR TO REGRADE, SOD OR V 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 N 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 dt ROPE FROM ROOT BALL. TREE PLANTING SECTION PARKING AREA TYPICAL SECTION 2" SM-2AL BIT, CONIC, - �- SURFACE COARSE 6" 21-A COMPACTED SUBGRADE---r... PAVEMENT DETAILS N.T.S. GRAVEL DISPLAY AREA TYPICAL SECTION 6" 21-A COMPACTED SUBGRADE-- I ji- PARKING AISLE AREAS TYPICAL SECTION 2" SM-2AL BIT. CONC. +- SURFACE COARSE 8" 21-A COMPACTED SUBGRADE - - :.Ill=1I1- END -SECTION 12" - 60" PIPE HUB ENO ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X --- xx — — — — E ■ CONCRETE ANNINI BE JJ 4000 PSI MUM PLAN END VIEW END SECTION DIMENSIONS PIPE DIAMETER p, 8 C D E 12" �' 0" 2'-0" V-0" 2' n' 15" 6" '-3" T-9" 4'-0" 2'-6" 18" 9" 2'-3" 1.-9" 4'_0" 3'-0" 1" 2'-T1" 2'-i" 5'-0" 3'-6" 24" 9 3'-7"-6" 6'-1" 4'-0" 7" 10 4'-0" 2'-1" 61- " 4'-6" 30" 1'-0` 4' 8" 1'-7 6' 1 33" 1'-1 4'-/ 2'-3 T-1 36" 1'-3" 5'-3" T-10 '-1 6'-0" 42" 1'-9" 5'-3" --11^ '- 6'-6'. 48" 2'-0" 6'-0" 2' 2' 8' "-0' 54" 2j" 5,_5„ 2'-9' ,. 8,_ I 7 -6' 60" 2'-11" 5'-0" 3'-3" 8'-3" 8-0- N-41 Pavement Width 7 � Ib,e WMn enYM al .4r lab IM ,Ight IM tact edge of Iha ,u d • lU tN all 01 INo Q o1 itr Muw P-14 O Std. Sign bland a Rt R, / LIFN. Turn L•n. T.p.,l 6 1�---- L(E.p., O,JyI----1 M.I.. As•,,. No,m.l P..• nt Width it It Sid. Sign Id, RI ALTERNATE END -SECTION 12" - 60" PIPE Es-, HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION x TO -- — 400 0 PSEWNIMVBM -- - E PLAN C B----�•{ � DIAMETER OFPIPE END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A 6 c D E 12" 4„ 2 0' 4,_,,. 6._1„ 2,-0„ 15" 6" '- " 3 -10" V-1" 2'-6" it 9 2'-3" 3,_10„ 61-11, 21" 9" `11" 3' 2" B'-1" 3' 6" 24" 101, '-7" 2'-8" 6'-3" 4'_D" 27" 10 4'-0' 2' i 6' 4'-6" 30" 1'-0'. 4'-6" 1'-7 6'-1 5'-0" 3'j 3'-3 8' 1 5'-6" 36" P-3" 5'-3" B'-1 42" 1'-9 5'-3" 2'-11" 8' 48' 2'-0" 6•_ 2'-2" '- 7'-0" 54" 2'J" 5'-5" 2'-- 8'-4" 7'-6" 60" 2'-6'. 5'-0" 3'-3" 81-31- 81-0" NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGTHS WILL BE REDUCED BY THE DIFFERENCE N D6&NSION "D". { SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 1211-60" CONCRETE PIPE CULVERTS 302 VIRGNIA DEPARTMENT OF TRANSPORTATION W, • 12' D " A. det.,mined 6y Capacity An iya I., Flight Tum Storage L 200' H D—gn Spasd a 35 mph L 100' it D..ign Speed < 35 mpll a Min. Road Lane With V, N.—I Pe—. Width e Minor Ro.d Lane Width 111' — 1 LIM. T-n t,.n. T.p.,l TRUCK & DRIVE AREAS TYPICAL SECTION 1" (SM-2A) BIT. CONC. SURFACE COURSE 3" BM-2 BIT. CONC. BASE COURSE 8" 21-A STONE BASE 7—= COMPACTED SUBGRADE I No,mr Pavement Width RS" I.IendSO'EI_0 itit m — — _ — --- -- Y M.J.. A.,•• -- -M_ 111:_ -W v-- - ' A NO N-mr P.v.,n.nt with S•• Fla— C-1�1.4 I- 1h.I. 1— ih.n Tg' Th •ri,.d ,,,,nnnu,n ✓yll. •1 ,n c,l.n •. •0 •. T I_.a.•w,. n.I"nnwe ...Ip1. d Ia,.,«Iwn .. a• , '" r.aa••,M •n1Y •n1 ✓ �• u"Iudr1 ;, •f ; 1 Oiww.ron i e.p,r. •nY♦ _h.n r..l. el �•" " i• .� Iti r11. , y Orrw•n,.en .I,o�n w. ,...n •rwu .pu�..,�n„ ,� • Ad♦w,rw.„ Y.. ,..,.i,« er•r., .p-It4 a..�.n ,o Sid. S,gn I.I-,d r I »Le+t ' [ M.I.• A.•n. CG-11 MODIFIED HUB END ON OUTLET END -SECTIONS SPIGOT END ON NLET END -SECTION X-- ------ - X I I L— I -- -- E I i I PLAN i—�— LENGTH OF PIPE C B END SECTION DIMENSIONS SPAN X RISE A 8 C L E 23" X 14" 6" 2'-3" 3'-10" 6--1" 7_8" 30" X 191, 9" V-11" 3'-2" 6'-1.. 31-6" 38" X 24" 10" 3'-8" 2'-6" 6'-2 4'-0" 42" X 27" 12" 4'-6" P- " 6'-2" 5'-0" 45" x 29" 13" 4'-fl" Y-3" 8'-2" 5'-6" 53" X 34" 15" 5'-J" 2'-11" 8'-2" s-0" ox SPAN — - — - z 8Afl OR STEEL �• FABRIC REINFORCEMENT RISE A PAY UNE SECTION X-X END VIEW SHOULDER - - ---- PAY LINE — LENCTH —8 --�' CULVERT SLOPE DETAIL FLARED END -SECTION FOR 23" X 14" TO 53" X 3411 ELLIPTICAL CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION CONCRETE TO BE 4000 PSI MINWIUM SPECIFICATION REFERENCE 302 i O CL V LLJ O w J C� z_ 3 0 cL V C) LI w a'=_) WV Q W• m CC LAJ W m C) V Z LLJ � o � � O O CV 1�.7 O V) (V U CV «: I 1 04 0 � O uL- d• O't 3 0U') It) v � 0 0 ro C °' CL a) s E . 41 U a •U' •o c0 F- L° w 0 O 61 4Z (� F w ZZ OZ *aft I" *Nit 41110 w 'TH Op it .11 U y�p �R 9 NO• t26Q 111uld/ BOA G1�w �S10NAL SURVEY: Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: AS SHOWN 10/02/01 SHEET: 9 / 11 C JOUNI t 0? ! 1 1 "1 1 •1 •1 1 1 1 1 , oil I Bill �11T{iN`/ di.11l;tli ; _:YM! r t n, i notwl� AV r •a��'rij�` I i onim ��■ 1r 1hG, r ;� ,� �IftgPbltlf�l NttINuffl111itM , ■� ► ,• N nn IICI ! i 11 :•:i11I:A�� n • ■�i!■�llld�! INI■I11INHlIY1 I N �f IIIUiI�■0� 1 IltlNN UI INI 11 INI I • ••:+'i•' Ii� Ili :V/' ■■ ■ / 1 �. IP:. I'I I Ions I■lil 1 NB.y11'lllN.0 lJUI: NII:IIIP I nNIN 111 11 1 ■'Ti wIT,+ IIUI itltul Ili III IU I 1 M ,:�;,�I.�w*•, _ iil�� Ntfl�lil/�I�i■Ti ! NN.•11 ',�nf5 r /in 9sxspm IlNllllmNl 11 HII■NIIINNI11A111 ■ nllnBl II ,1�1■m"UIYU�■ manuiinliifiiillanum�qBun g�a�%ssnnl �OSi�'iil•'IP ' Astpo%po4d1 OI lip. flllln111N111■Iu111Ht11B11Ip!:.raUt�/�i■�•`i� tali■mummnlOu•S::�r■IN'eimuw_�iads �N�II��tNUlltlllfal tIl s �' o • d• va HNlllllllllllln•':y�nW!;a11fIN1ti1M1 1111101!:ii :�i�n�ryNt11nH■It■IUtl1UIBIN ■ ■ ff 11 1! / I I I •• ■ Illr� ■ N / ►� II!•, U.ry1 G Wli��1 rlt pp� iltlll�I in u ua11111�IH111011111 1 rr [int1N1U11W1u1UU�IH INt11t1UIlU t J! ■■ 0,111111111 111 a N� �l y iiil� q�+ Ilrn .t ��AI%� •■�►■./ r',l • At ; I IJ ■■■N� Inunlumn II loon 1 t 1 ■ IUIBNIIUIII tBlHlltlllf� I Ili u■ 1 �y1y''`` Iql' I 1/� 11tHNB11l1lI ■,Ili / �Hllt■U�tISN 11n1 �nfe�hl:Ilt ■ f' r nF' iM.�.i1lIII'r A diq` IIS qua ltli liiiiiii Hill fill ■ 11111111 1mIN 1 1 II iWu■ iI III 1 I ► 1HIli■B N� i BBBir n , `' ! trulp • ,If! d� 11��dN�iltl::l �p tNN YM!"fYng 11310 unfill Itll ■ NO llIs ffil �ii0 • 1 f; I►16(i..11iRrltt".i 'riH �i ■Nsi�i .�Rol �Y./P.Ir f 1 , 11 11 1! 111 DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (Tw < 0.5 DIAMETER) Outlet W = Do + La tt�' Zo Pipe 2 Min. Diameter, Do (� 1 fees La -- •+ a , , iIwater < 0.5Do 60, E r 50 vol It' I tll':I'r( �1 it iLi� I r'I '•f �,-- f-t-'tFtt� I•�11�lil�t�,.,!�r;�1j1 20 10 0 Recommended Min. dso- 6" -- •' 3 5 10 20 50 100 200 500 Discharge, ft3/sec. DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (Tw l< 0.5 DIAMETER) Outlet W = Do + La = ►II. 15t - Q_' Pipe 2 Min. Diameter, Do 1 rsee� b' � La ilwater < 0.5Do Ppr° { ' — _ f 141 I'1 10 0 Recommended Min. STD V.4w SCA13 iA 2 4 „14 Rc-P 4 3 "0 1000 ►5" 4 Ra 4 3 0 1 � j' l l•il,l • 1' 'li I1'iIIfG l I ' 1 1 1. 1 1 1- 1 1 I 1 1 1 1 I I •, I ' I' 1 1 1 1 1 10 3 5 10 20 50 3 100 200 500 1000 Discharge, ft./sec. 15-0 ES-1 INV = 891,50 E __ EX. CULVERT 'F LOW A!i!i STONE CULVERT ID L W D STONE d50(MSD) Culvert 1: 15"o CMP N/A N/A N/A _ GRASS —LINED CHANNEL Culvert 2. 18" RCP 10 15 12 0.5 Storm Sewer-, 24" RCF 15' 20 12 0.5 Storm Sewer: 15" RC 10 15 12 _ 0.5' SWM Pond: 15" RCP 14' 1 8 18 _ 5 1] CULVERT EROSION CONTROL DETAIL N.T.S. TOP OF BERM ELEVATION = 896.00 8' ts11N. —__� PROPOSED GRADE 1 2 2 1 45'-15'e RCP, CL. Id O 1.11 % INSTALL CLAY CUT-OFF TRENCH YW X 10'L X HEIGHT OF BERM 3'-0* V 100 YR. ELEV. = 895.94 TOP: V)OT Di-7, GRATE A, TYPE B v 10 YR. ELEV. = 895.37 PLAN (2"0 BARS) _ p 2 YR. ELEV. = 894.97 TOP ELEV = 895.00 -- APPROXIMATE EX. GROUND �20 -6"0 SCH 40 PVC O 0.00% OUTLET CONTROL STRUCTURE 60"0 STANDARD PRECAST CONIC. DRILL TWO ROWS OF 1/2 N HOLES MONOLITHIC BASE �!/ WRAP •PERFORCC A TURNED PIPE wRN 1/4- MIRE DES MESH. (1')-10-0 SCH 40 PVC 1 V = 893.00 45• CLEANOUT RISER WITH �T...r'r�ra•F'ii,�s':r�'�..1i`h•,�%� --- THREADED END CAP '': c-Ya' -I ` �., . + •' -1!1 `'`''''r' -• `• ' TOP OF CAP ELEVATION = 893.5ft 7 MP. STUB & CAP \_ PLACE #57 STONE AROUND PIPE A I V - 892,20 MINIMUM OF 12" IN EACH DIRECTION NOTE: INSTALL 20' PVC OUTLET Al END OF CONSTRUCTION WHEN UPSTREAM AREA HAS BEEN STABIUZED. INSTALL TEMPORARY STUB & CAP DURING CONSTRUCTION. OUTLET CONTROL STRUCTURE DETAIL N.T.S. 1 O z tV C) 0 r- 10 Z LlLJ Z Q � � J � H Q � J t- O Z 3 Q 0 M Q N U 2i � W r w W •+ W r`•- C> V C W � V • N14 `` 44 at 0 V I: 0 LAJ m = W Cr Z Z tom. w Q O rz a O Q� O 4 N O CV 0) 3 0 In N rj 0)� N � i C 4) 04 N .� O (D V) C %1 Y �� 0 3 (-15 to 0 O .. p C L m to 0 V U. (n '0 C O � D V) w N O U PAKU Y 18260 %/SOlol .G1 9310NA1, SURVEY: C.I.. Painter -Lewis, N/A P.L.C. DRAWN BY. JOB NO.: TGP 0009005 SCALE: DATE: N/A 07/05/01 SHEET: 1 O /1 1 ■ Q\ / LINE DIRECTION DISTANCE L1 S28'03'08"W 56.52' L2 S32'25'40"E 76.52' ' L S70'48'22"W 97.96' 4 S21'42'39"W 199.33' TURN -AROUND (Subgrode: -6") SECTION, WHICHEVER !� END ASPHALT -+" IS GREATER. ,r FULLY SAW -CUT EDGE kc�� 50'R OF EX. PAVEMENT / O / . / ' 'r i / 0,90 TO MAKE TIE-IN FOR co THE NEW PAVEMENT. / t�\�0 f �,/f E 'V -- - — -- -- __.._- -- - -- = -- - -- -- ---- - $ . E - - - - - -_ — 86 / `dry/ AP 41 ENQ CG-6 00, ! , 5'R err " O'StJ ' `8 SOLID _ _ 1= WHITE ,a _ - - - -= - l - \ BR N 4"rd)S! . PROPOSED ACCESS ROADWAY- 24" WHITE +,-' _ - - - - ITE (Subgrode. -12) `� - �' -•�'; ` _ H 80 STOP BAR 1 Sv y {6 lHon- Sg 1420 _ - 0 dO�iaj -� � +--' _ _ �l-raj A4W SL PROP. ROADWAY � o,�- WIDENING -�+ I !� �� - �-� -._i= '� PROPOSED BUILDING P \ ' P SHOULDER 30 �;" - qD E DOUBLE SOLI s 8 l� 6 �p -- . - - j!J�_ _ lo (Subgrode: AREA 4" YELLOW } !' EOP S o y RJR Sz'Sbt' s FLOOR PROPOSED BUS / AREA: 47.s87 Sq. BUILDING R AREA: 47 87-SiTota! (*'may/ FL00 Qqc ry I� 'J NE AREA: ` . Ft. _ EZ�q�tl t i EA - _ -` CANOPY AREA: 47' 87 Q• Ft. 9 r - VIC,- _ -- - 1 HEIGHT: ONE 12�570 Sq, Ft. USE: E -Q X► 3 R t UIPMEN T SAO Max. E-s oL F. F. - 908.83 SE Q- // f 1HJIl - - 1 / - � I PROP. TRUCK ACCESS DRIVE St - _ (Sub rode; -12") _ OSEA DISPLAY y.. _- 4' SHOULDER Oz'o f / EDGE OF GRAVEL -"`-"— NOTES: ROADWAY WIDENING //..O� CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD ��- PR. GRAVEL INSTALL PROPOSED / "C/ PAVEMENT SECTION OR MATCH THE EX. ' r ✓V C1 316.67' 300.00' 174.89' N0211'16"W 302.18' C2 237.10' 1171 160*28'490 4516'56" 300.00' 125.13' N09'47'13"W 1 230.97' 1166 C3 7n' 49'11'22" 200.0' 91.54' N4618'20"E 48' ROADWAY PROFILE 915 SCALES: (H) 1 " -50.0' - PROPOSED GRADE � ---__ �- -- - --- 6"0 ELEC. CONDUIT GRADE----_-�-_- EXISTING 4 895 895 _._._ _____--- --= --- ,.o----- --- - --- ----- --_ _--- ---- - - ---- ----_--- _--- -- --- _ ------ _23"04" RCMP 890 -- -- INV=89213 —_ ____ _ ---ago 880 875 a - - - - a. 875 Q - _-_-__ ___ __ -- - o -_-- °D z a O ' .0 O N cNI - + ca to 00�r r- t r- + -f - - - ---- ----------- + 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 TYPICAL ON -SITE ACCESS ROAD SECTION N.T.S. C.L. 12' 4, 4. 1' Ij� E 1 4 :1 12' 1" 12.5 (SM-2A) BIT. CONC. SURFACE COURSE 3" BM-3 BIT. CONC. BASE COURSE 8" 21-B STONE SUBBASE COURSE INDIAN HOLLOW ROAD TYPICAL WIDENING DETAIL N. T. S, 36' TOTAL WIDTH EX. ROADWAY (VARIABLE) VARIABLE 6 8" 21-A C OSS SLOPE 1 4":1' ON SHOUI 1 1 /2" SM-12.51) OPE 1 SURFACE COURSE 2" IM-19.OA INTERMEDIATE COURSE 4" BM-25.0 BASE COURSE 6" 21-B TYPE I AGGR. 12" STONEBASE COMPACTED SUBGRADE a W z J 3 0 J i VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS 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 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 REOUIRED 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 ADEOUATE 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. z W 0 0 N 0 Q r~ W W Ix ad11 Z Z cx0- W J ~ Z W z Q' Z U Z cz Z U F- N J W C w tL = t% O W U Y U IL--Lj :=; L&j m G uj U Z = � Z Q W 3 � O 0 Q� O �VJ o J N a �o N� o 0 (ND •N .c cam C 0 c _ 'c & O O 0 � L 0 C �' a _c L a- U) .0 C 6 o 03 h-LLUJ 0 O n M 3f ER '^ +Sb z Vim/ . w Z_ ZZ OW, WI•rw nrr�rl +�wli► rrW� U A1,T N Op �' G. MITER s No. 260 G 10NAL SURVEY: Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO. TGP 000900 SCALE: DATE AS SHOWN 10/02/0 SHEET: 11 /11 aaWI:MA WINCHESTER EQUIPMENT COMPANY OFFICE, SHOWROOM, SALES, AND SERVICE COMPLEX PROJECT: WINCHESTER EQUIPMENT CO. OWNER\ REVERSE INTERMEDIARY NEW OFFICE & SHOP FACILITY DEVELOPER: EXCHANGE CORPORATION INDIAN HOLLOW ROAD 146 HARRISON CIRCLE WINCHESTER, VIRGINIA 22602 LAKE OF THE WOODS, VA. 22508 (540) 667-2244 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: MARSH & LEGGE LAND LANDSCAPE 302 S. BRADDOCK ST., SURVEYORS, P.L.C. ARCHITECT: SUITE 200 560 N. LOUDOUN STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 667-0468 Contact: TIMOTHY G. PAINTER Contact: SCOTT MARSH PARCEL INFORMATION: TAX MAP NO.: 42-A-188 42-A-189 SITE AREA: 14.8967 Ac. 8.4674 Ac. PROP. 80' R-O-W: (-)1.6860 Ac. (-)0.6344 Ac. BOUNDARY ADJUSTMENT: (-)1.3629 Ac. (+)1.3629 Ac. NET PARCEL AREA: 11.8478 Ac. 9.1959 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-3 INDUSTRIAL TRANSITION DISTRICT PROPOSED USE: GENERAL AND HEAVY EQUIPMENT RENTAL AND LEASING UTILITY TRAILER RENTALS EQUIPMENT SALES AND SERVICE CURRENT USE: VACANT (AGRICULTURAL) ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (BUILDINGS & DRIVE AREAS < 8.8859 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 SETBACKS: FRONT: 50 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 15 FT. SIDE: 15 FT. PARKING: GENERAL OFFICE: 1 PER 250 SQ. FT. EQUIPMENT SALES: 1 SPACE PER 400 SQ. FT. OF ENCLOSED FLOOR AREA 1 SPACE PER 3000 SQ. FT. OF OUTSIDE DISPLAY AREA (9'x20') PROJECT: PROPOSED OFFICE: 4475 SQ. FT./250 SQ. FT. = 17.9 => 18 SPACES SHOWROOM AREA: 43,512 SQ. FT./400 SQ. FT. =108.8 => 109 SPACES OUTSIDE DISPLAY: 36,730 SQ. FT./3000 SQ. FT. = 12.2 => 12 SPACES TOTAL SPACES REQUIRED: => 139 SPACES PARKING REQUIRED: 139 SPACES TOTAL 5 HDCP SPACES REQUIRED (INCLUDES A MINIMUM OF 1 EA. VAN ACCESSIBLE SPACE) PROPOSED DEVELOPMENT: PROPOSED OFFICE, SHOWROOM, SALES, & SERVICE FACILITY FRONTAGE: 461.76 FT. PARKING: 140 EA. PARKING SPACES (INCLUDES 4 EA. VAN ACCESSIBLE HDCP SPACES AND 2 EA. REGULAR HDCP SPACES) LOT COVERAGE: BUILDINGS/STRUCTURES: 48,912 SQ. FT. (1.1228 ACRES) CANOPY AREA: 16,530 SQ. FT. - AREA FOR DISPLAY: (0.3795 ACRES) (6,508 SQ. FT.) PARKING/DRIVES: 136,818 SQ. FT. (3.1409 ACRES) GRAVEL DISPLAY: 22,080 SQ. FT. (0.5062 ACRES) LOADING DOCK: 1,080 SQ. FT. (0.0248 ACRES) CONCRETE DISPLAY: 8,142 SQ. FT. (0.1869 ACRES) TOTAL IMPERVIOUS AREA: 233,562 SQ. FT. (5.3618 ACRES) F.A.R.: F.A.R.: 1.1228 Ac/11.8478 Ac = 0.095 < 1.0 OPEN SPACE: 1.1.8478 Ac. - 5.3618 AC. = 6.4860 Ac. (282,530 SQ. FT.) (54.7%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 40' Perimeter Perimeter Screen Along R-O-W & Adjacent Properties (3' High Evergreen Hedge) 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 40' Perimeter: 711 Ft./40 = 17.8 => 18 TREES Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge for 711 Ln. Feet) 5% Interior Landscaping Islands: 52,246 Sq. Ft. X 5% = 2612 Sq. Ft. Landscape Islands: => 3372 Sq. Ft. Proposed Parking Area: 1 Tree Per 10 Parking Spaces 140 Parking Spaces/10 = 14 => 14 TREES BUFFER: CATEGORY B BUFFER ALONG ADJACENT RESIDENTIAL PROPERTY. FULL SCREEN PROVIDED with 75' ACTIVE BUFFER AREA & 25' INACTIVE BUFFER AREA. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED SITE LIGHTS AND THE PROPOSED BUILDING -MOUNTED LIGHTS, ONLY. 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 DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THE DEVELOPMENT OF THIS SITE EXCEPT FOR THOSE SHOWN AS OUTSIDE `DISPLAY AREAS'. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS, WINCHESTER EQIUIPMENT COMPANY U.S. ROUTE 522 GAINESBORO MAGISTERIAL DISTRICT REDERICK COUNTY, VIRGINIA INDEX TO CITY/COUNTY LOCATION PIN 42-A-187 C. JOSEPH LIZER PIN 42-A-184 USE: SINGLE FAMILY RESIDENTIAL CHARLES JOSEPH LIZER ZONE: RA USE• SINGLE FAMILY RESIDENTIAL -" --- ZONE: a' , /� 70 C 70 o %i: PROPOSED - M 70 o ��w BUILDING n D I - N Fri U � 9 I m 0 s loe i PROP. GRAVEL TURN -AROUND PIN 42-A-190 FRUIT HILL ORCHARD, INC. USE: AGRICULTURAL/UNDEVELOPED ZONE: RA SCALE: 1 "=100' ov Q Rr Ashton Dr. a, Rt. 72 � Lu ef r�\ _ SITE G w lane VICINITY MAP 1 " = 1000, __J N j PIN 42- A-186 N z SCHOOL BOARD OF EREDERICK COUNTY --J DUCALT NAL ZONE: RA ? z '... _ .01 00, PROP. ROADWAY WIDENING 1 PAINTFR-1EVIIIS, P 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 u L_ PIN 42-A-227 STEWART S. YEAKLEY SE: AGRICULTURAL/UNDEVELOPED ZONE: RA ki PIN 42-A-226 ROSEDALE PROPERTIES USE: SINGLE FAMILY RESIDENTIAL ZONE: RA 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) HIS D ESAI�EHATCNGNCATRVRSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). WINCHESTER EQUIPMENT COMPANY LIST OF DRAWINGS SHT. 1 / 11: COVER SHEET & ZONING NOTES SHT. 2/ 11: GENERAL NOTES & CONSTRUCTION NOTES SHT. 3/11: SITE LAYOUT & LANDSCAPING PLAN SHT. 4/ 11: SITE GRADING PLAN SHT. 5/11: EROSION & SEDIMENT CONTROL PLAN SHT. 6/11: EROSION & SEDIMENT CONTROL DETAILS SHT. 7/11: STORM SEWER PROFILES SHT. 8/ 11: STORM SEWER DETAILS SHT. 9/11: CONSTRUCTION DETAILS SHT. 10/ 11: STORM WATER MANAGEMENT DETAILS SHT. 11 / 11: ENTRANCE ROAD DETAIL PLAN & PROFILE dNAL SITE PLAN APP6R®VET / _rcaT g /co3 APPROVEDADMINISTRATOR FREDERICK COUNTY, VIRGINIA I` ZONING ADMINISTRATOR DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 /11 ILF NO.: 000900E 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 PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. OF WINCHESTER, VIRGINIA. THE TOPOGRAPHIC INFORMATION IS BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF ONE (1') FOOT HAS BEEN ESTABLISHED FOR 'THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED 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 DENNY'S LANE AND BERRYVILLE PIKE R-O-W's. 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. S. 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 (1.40 lb/1000sf). SEED TYPE: RATE: MIXTURE: RELIANT HARD FESCUE 130 lb/Ac. 65% K.ENTUCKY BLUEGRASS 40 lb/Ac. 20% PERENNIAL RYEGRASS 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: I. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE IN THE AREA INDICATED ON THE PLANS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. 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. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MI14IMUM OF 6" TOPSOIL OBTAINED OFF -SITE, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. 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 DEPARTMENT OF HEALTH. 2. THE CONTRACTOR SHALL. COORDINATE WITH, AND ARRANGE FOR INSPECTION BY HEALTH DEPARTMENT. 3. THE PROPOSED SEWER SERVICE LATERALS SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF' 2.08% AND 6" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 1.04%. THE SERVICE SHALL BE RUN TO THE EXISTING DRAIN FIELD LOCATION AND BE INSTALLED IN ACCORDANCE WITH THE STANDARDS AND REGULATIONS OF THE COMMONWEALTH OF VIRGINIA DEPARTMENT OF HEALTH. ALL WORK SHALL BE COORDINATED WITH THE HEALTH DEPARTMENT. 4. THE WATER FOR THIS COMPLEX SHALL BE SUPPLIED FROM THE PROPOSED CLASS 2C WELL IN APPROXIMATELY THE LOCATION SHOWN ON THE PLANS. ACTUAL LOCATION AND ALL RELATED WORK SHALL BE COORDINATED WITH THE VIRGINIA DEPARTMENT OF HEALTH. 5. THE WATER MAIN SHALL BE INSTALLED AS SHOWN. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF' SHALL BE CONTROLLED BY TIIE PROPOSED STORM SEWER SYSTEMS AND THE PROPOSED ON -SITE STORM WATER MANAGEMENT FACILITY. THE RUNOFF DRAINS INTO THE PROPOSED ON -SITE STORM SEWER SYSTEMS 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. (SEE THE STORM WATER MANAGEMENT REPORT FOR CALCULATIONS) 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 CURBS 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. PAVING AND CONCRETE: I. THE PROPOSED MAIN DRIVE, DRIVEWAY WIDENING, 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 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 IIN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3 ZONING DISTRICTS. 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. 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 REQUIREMiENTS FOR THE VARIETY ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN. 5. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRAiNCHED, FREE OF DISEASE, INSECT EGGS AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. SIZES SPECIFIED IN THE PLANT LIST 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 S14RUBS 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. 8. 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 7211 HARDWOOD STAKES DRIVEN FIRMLY INTO THE GROUND. SECURE TREE TO STAKES WITH 49 GALVANIZED WIRE GUYS WITH RUBBER HOSE CONNECTIONS. STAKES SHALL 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 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 PIERIOD OF ONE YEAR FROM TIME OF INSTALLATION. EROSION AND SEDIMENT CONTROL GENERAL NOTES A. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia, B. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. C. The local program administrator shall be given a one (1) week notice prior r to the Pre - construction conference the commencement of any land disturbing activity, and to the final inspection. D. The contractor f an o is responsible for the installation o y additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction of a proposed office Parts sales equipment servic e, equipment showroom, and warehouse facility, with related driveways and parking facilities, site grading, well & septic field, storm water management pond, service utilities, and site landscaping. 2. Existing Conditions: The 14.75 acre tract is currently undeveloped and was previously used for agricultural purposes- The site has approximately 509 linear feet of road frontage along Indian Hollow Road (VA. Route 679) which provides access to the site, and is located at the cross -over of North Frederick Pike (U.S. Route 522) and the intersection with Indian Hollow Road. The adjacent 8.64 acre tract which makes up the remainder of the project area is located southeasterly of the 14.75 acre parcel and has 350 linear feet of frontage along North Frederick Pike. Development will impact both tracts (see the site layout and grading plans). The area is generally rural in nature. There exists a business strip along North Frederick Pike (U.S. Route 5,22), however, the parcels surrounding these lots are used for agricultural and residential purposes. The site is gently sloping from the west or rear of the site adjacent to the residential section towards the front or Indian Hollow Road and the easterly property line. A large swale exists through the middle portion of these tracts that generally flows from west to east. Which handles the majority of the storm water runoff in and around the site. A small portion of the site flows towards the orchard area at the rear of the second tract with the remainder of the site flowing tto an existing 18" storm culvert located under Indian Hollow Road. (See enclosed Exhibit 3 for parcel layout.) 3. Adjacent Areas: The site is bounded on the north by Indian Hollow Road (VA. Route 679) and North Frederick. Pike (U.S,. Route 522). The land to the west is developed land consisting mainly of medium -lot single-family residences. The eastern and southern boundaries are bounded agricultural land that is currently being used as apple orchards. This land is also part of the Second Battle of Winchester Battlefield Apple Pie Ridge District. Buffers along these boundary lines have been proffered to help preserve the battle field district. 4. Soils: The soils map of Frederick County indicates the following soil, types exist within this project area. On -site soils have been disturbed previously for the planting and harvesting of agricultural crops. 14B: Frederick-Poplimento loams: (2'i:-74: slopes). Hydrologic soil group B, Class II Soils. (Approx. 60`A ) 14C: Frederick-Poplimento loams: (7A-15`d slopes). Hydrologic soil group B, Class II Soils. (Approx. 39r,) 17C: Frederick-Poplimento-Rock outcrop complex: (22-7% slopes). Hydrologic soil group B, Class II Soils. (Approx. 1$) (See the attached exhibit indicating the soil types.) COUNTY of FREDERICK Department of Planning and Development 540/66S-5651 17:1X: 540/665-6395 May 31, 2001 Mr. John C. Lewis, P.L'., C.L.A. Painter -Lewis, P.L.C. 302 S. Braddock Street, Suite 200 Winchester, VA 22601 RE: REZONING #04-01 FOR WINCHESTER EQUIPMENT COMPANY Dear John The Frederick County Board of Supervisors approved the above -referenced application to rezone 23.39 acres from RA (Rural Areas) to B3 (Industrial Transition) at their meeting on May 23, 2001, This property is located adjacent to the clumpster site on N. Frederick Pike (Rt. 522) and Indian Hollow Road (Rt. 679), across from the Virginia Farm Market, and is identified with Property Identification Numbers 42-A-188 and 42-A- 189 in the Gainesboro Magisterial District. The proffers that were approved as a part of this rezoning application are urdque to this property and are binding regardless of ownership. Enclosed is a copy of the adopted proffer statement for your records. Please do not hesitate to contact this office if you have any questions regarding the approval of this rezoning application. LR.Lawrence Deputy Director ERL1ch cc: *E. Frank Smith *Doug Rinker, Winchester Equipment Company Sidney Reyes, Opequon District Supervisor Jane Anderson, Real Estate *Steve Melnikoff, VDOT (* - cc's with copy of proffers) 25 PNiERED ACTH£ BUFFER 25 PROFFERED INAGTNE WFFM 42-A-190 ZONED: RA USE: VACANT s 119 ' 0; 107 North Kent. Street Winchester, Virginia 22601-5000 53-A-2 ZONED: RA USE: VACANT I�I r W RUTRVE STW FOR FUTURE ROW I I II I 42-A-189 ( 42-A-,188 8.64 ACRES I ( 14.75 ACRES ZONED: RA I I ZONED: RA JSE: VACANT USE: VACANT I I I III \ \ \ L aA- s srrl'se"'t � 2rr..n' ` 42-A-226 ZONED: RA USE: RESIDENTIAL I I 42-A-227 ZONED: RA USE: VACANT r NiEWY1£D1Ea9 eAR EASEIETFT 42-A 187 ZONED: RA USE: VACANT I 42-A-184 ZO NED: RA USE: RESIDENTIAL -,s553�rlo' e -M r !73 ' - 42-A-186 ZONED: RA USE: TRANS. STATION RIP AIZZ10/11 mir aXLqp `0A- 42-A-228 ZONED: 82 USE: COMMERCIAL 42-A-227 ZONED: RA E. FRANK SMITH PROPERTY USE: VACANT FREDERICK COUNTY, VA ALE 1'-250' DRAM/ BY: JCL DATE 23VAR01 JOB pwmom REVISED: PAINTER-LEWIS, P.L.C. WINCHESTER, VIRGINIA SITE DEVELOPMENT PLAN DEXHIBtXHIBI NO.: i 3 rt:Z w,. AN b. I D 3 OJO 2 000 1 OOJ Scale 1:15840 PROFFER STATEMENT PARCEL ID 42 ((A)) 188 and 42((A)) 189 near to or through the subject parcels and intersects with Route 522 at the existing signalized intersection of Route 522 and Route 679. The exact alignment Of the roadway is unknown, as is the timing for construction. Therefore, the owner reserves the right to adjust the alignment of the 80' reserve strip from the location shown on Exhibit 3. The owner agrees to depict the 80' reserve strip in all future site development plans required to be submitted to Frederick County Department of Planning and Zoning. See Proffer #5. The owner recognizes that the development of the site will have certain impacts on the adjacent properties as well as the view sheds associated with the Second Battle of Winchester. The owner is willing to proffer a "generalized site plan" as part of this rezoning request to illustrate the layout of the proposed improvements proposed for Parcel 42-A-188. The Generalized Site Plan is attached hereto. See Proffer #6. Pursuant to the applicable provisions of the Frederick County Zoning Ordinance, the undersigned applicant proffers that in the event that the Board of Supervisors of Frederick County shall approve Rezoning Application # for the rezoning of 23.39 acres on Parcels 42-A-188 and 42-A-189 from RA to B3, development of this particular 23.39 acres will be in conformity with the terms and conditions set forth in this document. These terms and conditions may be subsequently amended or revised by the owner of the property with permission from the Frederick County Board of Supervisors in accordance with Frederick County codes. These proffers shall be binding on the owner and their legal successors or assigns. PROFFERS 1. For a period of time as long as the subject land maintains a B3 Zoning, the land will be developed for the following uses: 1. General Business Offices 2. Uses which are identified by the following Standard Industrial Codes: a. 50-wholesale trade of durable goods; b. 51-wholesale trade of nondurable goods (excluding beer, wine, and distilled alcoholic beverages); c. 52-retail sales of building materials, hardware, garden supplies, and mobile home dealers; d. 5599-automotive dealers not elsewhere classified; e. 7353-heavy construction equipment rental and leasing; f. 7359-equipment rental and leasing not elsewhere classified; g. 7519-utility trailer and recreational vehicle rental; h. 7699-repair shops and related service not elsewhere classified. 2. The land and any improvements thereto will be expressly not used for the erection of communication towers which exceed a height of 35 feet. S. Critical Areas: There are two critical areas of the site. The large Swale which conveys the majority of the storm water through the site and the area adjacent to Indian Hallow Road where the existing 18" CMP culvert is installed. These areas control and convey the storm water runoff through the site and pose the greatest areas of sediment deposition during the construction process. These areas are gently sloping and with the appropriate control measures can be easily maintained. 6. Erosion and Sediment Control Measures: a. Erosion and Sediment Control. Measures shall be installed prior to any land disturbing activities. The 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 existing edge of pavement of Indian Hollow Road. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and or mulching shall. be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. r_. Soil stockpiles must be stabilized or protected with sediment trapping prevent measures to soil loss Uti lity Y trenches s to v seeded Gated outside of paved areas shall be se ed and mulched within two (2) weeks of backf:illing. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall. be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. ALL properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. Secondly, the limits of the drain field areas shall be staked and protected to prevent encroachment or undue disturbance of these areas. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of vegetative and tree protection controls around the existing vegetation, as needed on the site. b. Construction of the construction entrance. c. Installation of the silt fence along the fill areas of the main service drive, as indicated on the plans. d. Installation of the proposed diversion dikes to convey and runoff to the sediment traps. e. Installation of the three sediment traps. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed, and stockpiling of the topsoil in the designated area. b. Rough grading of site. c. Building pad construction. d. Installation of the proposed storm utilities. e. Placement of check dams for ditchline protection and installation of the inlet protection. Phase II Controls f. Curb and gutter installation. g. Final Grading of site. h. Stabilization of all lawn and slope areas. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. 1. Remove erosion and sediment controls, as approved by the inspector. PROFFER STATEMENT PARCEL ID 42 ((A)) 188 and 42((A)) 189 3. The owner will reserve for dedication of an easement to Civil War interest groups, a portion of the subject property in order that said interest group can create an interpretive site. The Civil War interest group must be a recognized, legal entity able to receive such easement rights. All expenses associated with the creation of legal easement and use documents will be borne by the owner. All expenses associated with structural and/or aesthetic improvements within the easement for the purposes of access, public viewing of the area, and interpretation of events associated with the Civil War, shall be born by the Civil War interest group. Such improvements shall meet prudent engineering practices and all design standards of the Frederick County Zoning Ordinance. 4. The owner will establish a 25' active buffer and a 25' inactive buffer along the eastern and southern property boundaries of the site as shown on Exhibit 3. 5. The owner will reserve for dedication to the County of Frederick a strip of land eighty feet in width and running north to south across the subject parcels for the purpose of the future construction of a road to connect Route 522 to Route 50. This voluntary reservation of land shall be valid for as long as the Frederick County Comprehensive Policy Plan identifies this general area as a potential route for a collector road to connect Route 50 with Route 522. If future planning action by Frederick County results in the repositioning of this road in a location other than through the subject parcel, the reservation of the land referred to herein will expire. 6. The owner will develop Parcel 42-A-188 in general conformance with Drawing No. GSP-1, titled "GENERALIZED SITE PLAN" attached hereto. Monetary Contribution to Frederick County Service Organizations The owner will donate or will cause to be paid to the Round Hill Community Fire and Rescue Company No. 15 the sum of $1,000.00 for impacts to fire and rescue services. This sum will be paid upon receipt of the first building permit issued subsequent to the approval of this rezoning for any proposed structure. The conditions proffered above shall Ibe binding on the heirs, executors, administrators, assigns, and successors in the interest of the owner. In the event that the Frederick County Board of Supervisors grant this rezoning and accepts these proffers, then these proffers shall apply to the land rezoned in addition to the other requirements of the Frederick County Code. W F- H 1= O Z Q QY 8. Maintenance: 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. a. The construction entrance shall be maintained so as to control. the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of measure construction. If this mea s the construction entrance onst c fails to properly clean the construction vehicles, then a h local program k installed as directed b the oc wash rack must be Y P g administrator. b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. C. The sediment raps shall be checked regularly for deposited sediment. If sediment is trapped or if there is excessive buildup of sediment in the bottom of the traps, then the traps shall be cleaned carefully so as not to release the trapped sediment downstream and disposed properly off -site. F- d. All seeded and sodded areas shall be checked regularly to W ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as OOf required. CL TEMPORARY SEDIMENT TRAP omcwu GROUND ELEV. 07 CV. YD./ACRE 1 4' MAX. 1 (EXCAVATED) ORIGINAL FRYER CLOTH GROUND ELEV. •SEE PLATE 3.13-t COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) o 8 % oRAINACE AREA /D DIKE N DIKE Co SE AGGREGAT EXCAVATED FILTER CLOTH �\ AREA -COARSE AGGREGATE SHALL 8E VOOT 13, 1357 OR #5 OUTLET (PERSPECTIVE VIEW) ti Q O CO Z V Z_ j W W a�aV W ME • w�� V � CO UJ W = W gX Z Z LA_ 3 V O O CA n� � 0 N M E L� M N U V _4_;N I I C N N - O (0 � C U) C 0 ® $ 0����,+A C - L m 4) E C L U :3C 0 F_ N z» of 1 J A, `� � � 01 10_N 1 ONAL SURVEY: Painter -Lewis. N/A P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: N/A 10/02 /01 SHEET: 2/11 iAlf" PIN 42-q-187 C. JOSEPH LIZER USE: SINGLE FAMILTY RESIDENTIAL ZONE: RA W.IRf IZNCE "'__ �,._.._.` _--•-•_ ..,�..�.-.. mow.._....... �+ `.----..._... _�._.._._-.._.... /NOTE: ! DRAINFIELD AREAS SHOULD -+~� BE STAKED IN THE FIELD / PRIOR TO ANY CONSTRUCTION, 4 EX. DRAINFIELD / n (90 NOT D/STUkO)ROP/ o a / NOT RESPONSIBLE FOR ® Pop=907.25 ANY DAMAGE THAT MAY 21 "0 Inv. In=900.40 P RESULT FROM FAILURV 21 "0 Inv. Out=900.25 FROhTTHiST�tNK 1� PROP. DI-1 SEE MANUFACTURER Top=905.50 r f AND SUPPLIER FOR 18"0 Inv. In=901.15 TANK INFO. 21 "0 Inv. put=900.90 -! (Subgrade: -12 � ® PROP. DI-1 ✓ " �� 13,0000i CIVAL WAR Top=904.4 INTERPRETIVE SITE ESMT, 18'0 Inv. Out=901.4 PROPOSED LOCATI OF HOLDING TANK FIRE Sl/poo PARCEL 1 11.77 ACRES PIPINGFIRE SYSTEM CL, (Y t3 ERS) PROP. PUMP HOUSE F.F.=908.50 ACTUAL LOC. OF PUMP cn $ OUSE TO BE, DETERMINED IN THE FIELD.) C PROP. SHED AREA (Subgrode: -10") I i ® PROP. DI-3C, L=6' C ? -v Top=905.50 1 "0 o r--i ram- Z W 21 Inv. In=897.90 24"0 Inv. Out=897.65Cn I m M w C-I D n I # °' � f ® PROP. DI-38, L=4' I 70 z D i' m Top=908.00 0 ) "0 C 3> 1 +� 21 Inv. In=898.55 ) Cx7 N z 322.49'V1 "0 Inv. Out=898.40 r- )w r� o a a ROP. DI-1 `'- C� I� n O w w g Top=907.00 21'0 ►nv, In=899.00 "0 I M 21 Inv, Out=898.80 t t N N , , PROP. CL. PP >� 2C WE 287.51'___ IRF DOUBLE`i v M). \ - GA ES 13,000sft CIVAL WAR 50' BRL AR INTERPRETIVE SITE ESMT. 41.65 21 CL. 111 0 0.60% Slope 87.66'-21"0 RCP, 0 0.57% Slope PARKING SETBACK FUTURE' ".T7 CATAGORY B BUFFER: LINEAR FEET (373.3 \ (373.37/10=37.34x3=112.02 TREES REQUIRED) TOTAL PLANTS PROVIDED= 124 PIN 42-A-184 �-- DECIDUOUS PLANTS= 41 (1 SPECIES) CHARLES JOSEPH LIZER ~ '--- rA' ACCESS ROAD � EVERGREEN PLANTS= 83 (3 SPECIES) \� CONSTRUCT 10' WIDE X 6' HIGH EARTHEN USE: SINGLE FAMILY RESIDENTIAL BERM IN LOCATION OF LANDSCAPE SCREEN. ZONE: RA I PLACE PLANTS ON BERM AS SHOWN. N 15 *,35'2 E i 127. 92 ' 1 1000 GAL. LP TANKS _ 80�00' _ EX, �1G'(/NDA.R LINE - --- PR. R.Q.W. - -SCREENING SHRUBS 70 iJE I/ACATED AS SHOWN. ® PROP. ES-1 ® PROP. ES-1 24"0 Inv. Out =897.35 15"0 Inv. Out=898.00 r� 1 � \ W w IleD 4F, J? ACR S PR. SWM z a POND a N. N OUTLET CONTROL STRUCTURE (SEE DETAIL SHT. 9/9) \ 15"0 Inv. 45.00'-15"0 RCP, In=892.00 CL. III 0 1.11 % Slope z 25' PROFFERED ACTIVE BUFFER i 25' PROFFERED INACTIVE BUFFER = 18a1.5tjQ_ NOTE: / C 4 T fX 11'lRE FFA�CF SAN. SEW. C.O.'s ARE REQUIRED Q JJJ A MINIMUM OF EVERY 60 FEET IN THE SEWER 7 PN N HE BUILDING TONE THE 0 SEPTIC TANKS 7 p Q v v PI ,V m N 42-A-186 a z 144 SCHOOL BOARD OF o 4NDSCAPE SCREEN � FREDERICK COUNTY ti 0) USE: EDUCATIONAL ZONE: RA ex, CHAIN FINK ---j I f£NCE ` 4 Q �j W �Er sroNF 15 N I I'fi' E 419.4f' ��� '{ n . cS !-. f,, "F SH40 5'-PARKING SETBACK v 15' BRL f AR.00 04 N� NO Z '-j -� rl Z � I O•,,. Ui IIv I f / AN. SEW. LAT. TO OR NFIELD I BY OTHERS -� NOTE: EA: CONC. DIOCK AR. 3 AND FRAME" R100,, I E Y DRAINFIELD AREAS SHOULD BE STAKED IN THE FIELD 6Y/ TANk' O S / PRIOR TO ANY CONSTRUCTION. AR EX, ORAINFIEW (D© Nor &sTURB) 3' PROP. TRUCK ACCESS DRIVEAR a c .. j / �� NOTE: (Subgrode: -12") - «� 4 -.,/ A SIGN PERMIT IS -�"�-- --- O l r< ~ _ ,•�"� PROP. 10'xl4' CONC. cL LNEE PRIOR TO N, CONSTRUCTION, LIGHT DISPLAY PADS cq ASSY. ATION OF ANY IGN. A J �' -PR, SIGN �• SIGHT DISTANCE TO nv ut •.. G Ex. 40.84' 18'" CMP .�• RT2r2-INTRSECT�!0 2.35% Slop- 892.06 200+I INV. (890.65) NOTES: ROADWAY WIDENING 0R INSTALL PROPOSED CULVERT ##2 PAVEMENT SECTION / ti0P _ -4 50.00'-23''x 14" RCEP, OR MATCH THE EX. 12' WIDE CONC. 5O'R r' �- -�"WSP �f CL. III ®O.SO% Slope SECTION, WHICHEVER r DISPLAY STRI ''' 24.00 IS GREATER. co O (, FULLY SAW -CUT EDGE UGE /ROP. pR. 4' SHOULDER )nv )n- PROP. ROADWAY OF EX. PAVEMENT 89�•25VDOTWIDENING TO MAKE TIE-IN FOR IGN 'R. '+ w) MOD. I ©p THE NEW PAVEMENT, PROP. VDOT ,� f , ! . UUUE _ _ - ti ` f�� �G LIGHT MOD. ) r4 CG-11 �9� / ASSY. r' PROP, �GNr r 7(_A(G'Nb7'ARK �y IPAT, PROPOSED ACCESS ROADWAY EX. �ONC. 'w�• P i E AIAIL S N WPP `� W/ E TAL (Subgrode: -12) SIG AL LIGHT / INV. (888.59) F EV.=89750 jh , EX. METAL CQEf�7ROt f30XP FNY.. CO HEADWALL ` GUARDRAIL f V. 46 NOTE: I I B.R.) (T.B.R.) -� • G� Q / (E_X. ELECTRIC A < �o / AT THE TIME THE PROPOSED CO) f EX PAVED METER C (2) MSP VDOT ROADWAY WILL BE ROADWAY '� WOOD p 5T EX. METAL CONSTRUCTED THE 12' DISPLAY �� (T.r.R.) ' 1�O POGL�AL LIGHT ` g / �j ®PROP. Ot-36. L=s' STRIP WILL BE RELOCATED ON A)17 (TO REMAIN/j , �� Top=904,90 THE WINCHESTER EQUIPMENT ' SMP'fi R i / 15 0 Inv, In=899.35 PROPERTY A5 INDICATED AT 1 �' car v ?END CG-6�� / VDOT --MOD. / CG-11 i 20'R / �OQ f i � rr / r r /r END ASPHALT EDGE OF GRAVEL 4' SHOULDER 257 PROFFERED ACTIVE BUFFER 25' PROFFERED INACTIVE BUFFER 24"0 Inv. Out=899.20 THE OWNERS EXPENCE. r YI � <�• �2�� � , '%' PROP. DI-3B, L=6' '����o' c1 / Top=905.00 1 > ,1aG'v`NV. (889.37) 12"0 Inv. In=900.00 15"0 Inv. Out=899.75 o/ ®PROP. 01-38, L=6' Top=905.00 12"0 Inv. In=901.00 IRF PIN 42-A-227 / STEWART S. YEAKLEY USE: AGRICULTURAL/UNDEVELOPED ZONE: RA / ^ /` , / IRF / \\XZ 63 \V P /IRF f J / PLANT LIST h F °MSP IRF' / KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING AR 18 Acer rubrum Red Mople 21 /2" Col. 30' o.c. PN 53 Pinus nigro Austrian Pine 5'-6' B&B 10, o.c. RC 8 Rhododendron cotowbiense Cotowbo Rhododendron 4' ht. B&B 4' o.c. TM 89 Toxus x media 'Andersonii' Anderson Anglojop Yew 3' ht. B&B 5' o.c. TMH 36 Taxus x media 'Hicksii' Hicks Anglojop Yew 4' ht. B&B 4' o.c. VP 41 Viburnum prunifolium Blockhow Viburnum 4' ht., Cont. 10' O.C. ZS 14 Zelkova serroto Japanese Zelkova 21 2" Col, see plans S 153MR- Mr 9028r^ I / Plant size indicated ore at time of planting. f_X TA'fF LINE ""�-r.•,�.,.r..,,..•..,.,....Y.-.,,.,-...,..-,..-..,-...,..-�..,,.Y r...,s,.-,,,,.-..^'.,,.,,.,�.....-�.....�.,-,,,,,.,...-,,.,.�,,,,,,�.,,,,,,,,^. .. PIN 42- A-190 FRUIT HILL ORCHARD, INC. FX. rEF crNF fI USE: AGRICULTURAL/UNDEVELOPEDf / _ - 50 0 50 / / q PIN 42 A 226 I ZONE: RA / I ROSEDALE PROPERTIES USE: SINGLEFAMILYRESIDENTIAL ZONE:AScale 1 " = 50 f t 150 W w a � zry Z 4 () W � O �j CL d [L c, <� Cy i n U 0 Z L►J O z a Q C) LL Z Of 0: cv _ - 0 L u� .3, CN p Q ea. I M I Cd I 12 f1Z � Z N > 1- -> W Ce CL = N 01 M 'Q U W Of- LAJ Im W = Z � Z - a W -'] - O d O O mi N 0 Q) , -t O N I) E CL(0 C) 0 N Li U "''' ( C a (0 C W �O a o>L >r N - m� a W(L) c- .- Z0 0 C L) a E LLw r N O CL "' ZL F- W J W �Z LEV) I OW �l,'TH OF D f�c TIMOTHY PAM(TER a NO 260 � .c� 5 011 I 6 2 fiww� G 13 r1 NAL 10 SURVEY: C. I.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: 1"=50.0' 10/02/01 SHEET: 3 /1 1 lLJ rvi ' � G CD rr_ 2 rnMOc�r+ �r = D C7 Q rn r- n rn C7 PIN 42- A-187 PIN/ l I j42- A-184 '� ----. •---! f ._--• C. JOSEPH LIZER f CNARL S JOSEPH LIZER \ `-- r �� _ �. - FX ACCEss ROA.0 l ( \ ' USE: SINGLE FAMILTY RESIDENTIAL 4 �' ' � I � i USE: SINGL FAMILY RESIDENTIAL � —_.._ ; � ,-- ---- ~ — � 1' ---- ZONE: RA i I �� i ! z ` _.-- o o \ I ! ZONE: RA _ \ r NOTE: SAN. SEW. C.O.'s ARE\ REQUIRED C� 6 MOTE. 5• _ �.. - 7~ ` £X 6YIRF FENCE A MINIMUM OF EVERY �t O FEET \ / p�AINf IELD At�EAS SHQGLD j / / / \-�..r.__ �C `\ "7 -`? - T \ IN THE SEWER LINE CO NECTING \ I 6E iSTAKE0,i1J THE ELD / J - "t5' g �` f----�•+4 . / / J / THE BUILDING TO THE SPTIC TANKS \ ( c� PRIOR TO ANY CONSTRUCT NIf O (DO NOT DR/AINFIELD / •� ___. ' _ / - � 015TURE?J/7�---- / T I / F / / / ti / 1 \ // �\ / \\ !! / / NO RFr5PONS LE OR / / � y�� / ! / / / j /\ \ j m G I PIN 42-A-186 �.• O o `� 2 ANY OAMAGE/THAT M%�Y g10, \ \ �� / CATAGO�y C BUFFED/ I Q / SC OOL \ W � R S(JLT FRpM FAILUKFt / / / 1 .s _ Y w/ 10; WIDE MIN. 'A BOARD QQF \ I o ...� LANDSCAPE SCREEN' / FR DERICK COUNI�Y \ EX. CHAIn' LfNx� I o° O) ` ` ` N N �t OM TFIIS fiAN�` - / / / /. LOADING pOCa 1 / \ c� / / / 0 . t I z / USE: ED CATIONA FENCE , I'� ; _ �v SEE, MAJUFACTURER / / \ 75' ACTIVE BUF�`E L Z I --AND SUU FOR / / / ! / �� ti / \ �` ( / O(VE. RA \� �/� ` �� TAW INFO. , / / \ /: ; -- 0 . / / / / / ` f / ) ff +� ' o / Nj� -C 41 /TRUCK LOADINfrAREA N f�f"! " - \ 7 1 1�L01 13,000sf±-CrVAL WAR.- \ ` \ I 4 INTERPRETIVE 811E ESMT/ 1/ \ / / \ \ \ \ \ ` 15 ! --L FRAMEfSN --� ~f--- """� "" * / / \ . , 0 G ! c� -•-- SHED 5' PARKING SETBACK -- i 19 0 g i , / / / \ \ \ \ ` \75' GRAVEL 6SPlAY - - ` P A K 1500 T ! / �,. / 7`"' 15' BR 1� Q Qr / / O , ' .r00. ARE PUMA f __� V K OPOSE L0C?f110N l / ' / y\ / / \ \ \ *07.9 \ - I / ( / �` / / / I_, / n Q \ / �_i• OCD1N6 -TANK i 4 /` \ / 07 \ f SAN. / j / �' f / / I , 0 \i\ . j T. T(� DRAINFIE i f / l /fin J SUPPRE i / / \ \ / / 06.2 BY OTHE $ LD�_ ff / EX. 40, BLOCK SY$T N ` \ / 25 MA L I OTE: // 1`~ / AND F�'AMff BLDG, (f / �\ \ 08.2 �' `' _ / C. b/Sp DRAINFIELD AREAS SHOULD f I (BY. HERS) - E9P_ ' i 25. CA _, / l W1 TA K (I TR/A I - -{ ' ED AL THE. _FIEL9- - / / r y + *.00 1 47 2 / 4.4 \ \ \ ti 06 -' ` I S \ /_ `. PRIOR TO ANY CONSTRUCTION/ _ — PARCEL 1 `;-� —_ _ Y - 0$ r s, 4 , , \ PAC AN. EW. LAT.6" 85 06. i i • I EX DRAfNFIELD l l l 11..�7'ACF�ES �,,.\ BLDG. LAN Y 40 \ ® 2.089 / 05.35 I!DO fOT DISTURBI - I 5 -920__�IRE SYS ' _ -a ��? 07.2 / os.7 ) 4135 �/ 1 ! / ! / I a --.1 / i //� If NOTE: 9 4 5 , f I / A SIGN PERMIT IS / {� THERS J i `o _. 9l \ v LIGHT / 0 cn tp 14 CO C. / ! / `D (y O / I % NECESSARY PRIOR TO �� / PROP. / ( ,_ I ( INSTALLATION, CONSTRUCTION, -6 - 8 ' / --� / 1 LIGHT DISPLAY PADS cp / / OR MODIFICATION OF ANY M. / Fb P PUMP - \ , "� ASSY. / I / / I BUSINESS SIGN. / HOUSE ,r, F F =908 50 PUMP 4 eR ! ('• U�ACTUAL LOC. OF OSC�TO _ - -If -P I zr / I ,��1• / B DETERMINED EC. \ --- \,� '✓ IN- THE FIELD. TR A,� MrAST1PROPOSED— � - / / • /. A'va. / / OIL TANj� PR�Pb \ U i / / , `Q SIGHT DISTANCE 0 •.. x. 40.P4'--18" Ch1P TOT FLOOR AR� D` j�LD - ca \� ~ --_-_ / oo (� R.�• RT. 52? INTER TION: I / -�. 1�] 2.35% Slope o / I AL FOOTPRINT AREA Sp Ft• T � ;� 4 � J� 016 /� ir�� 200+ / ' (Ifvv, (890.F,5} NOTES: ROADWAY WIDENING MEZZANINE EA: 43 6 rj Ot6j `a , �- j I INSTALL PROPOSED S I E AREA: 3 5 29 S — / / ,• / I SECTIcMI Q E ,Q q. F / PAVEMENT I f UTIJRF/ I W \OFF CE AREA: 1,33� 215 Ft• t FOYER "�] _ - _ a �� l EOP 6. 45.25 � / I � � _-8tZ'NrATCH THE EX\ 1/ PHASE/ I `-' m C1fiNgp AREA: 4, 4 �5 S q Ft. ENTRAh/(CF 7A' - _ /a 1�1' WIDE ON y 1 - i 1 •T ~ �� P I ( L _ SECTION, WHICHEVER t I SiORA i ` . Q Y AREA• 115,529.8 q Ft. `- / r QISPLAY TRI '� r. y , \ IS GREATER. HEIGHT: 1 Sq, Ft �3 _ l _ _ 9 o m I C�LDQ. /. o USE: EQvIPt°N STORY, 35' Max, 0 23- _ "� 9�g5?5 \f FULLY SAW -CUT EDGE �. I 5,00osf _ __ �, TE S & --_ _ y >-/" o GE \ PR. 4' SHOUL� SE PROP. ROADWAY OF EX. PAVEMENT F/F: _ 9t�8.151 :�'. _ _ RV10E 22 22 �, \ �, VDOT ( \ WIDENING TO MAKE TIE-IN FOR \ a ��NElryr-2",' hfrT�l 4 F.F. -- 908.83 ' -� __ �_ - - _ .� - _ \ ix �20P. SIGN �' ' \ '"��` 4, \, MOD. D11 / �` \ THE NEW PAVEMENT. 1 �_ - '0ls _ 0 8, 7s `AW V A -toy \ _ _ _i - , � PWOP. - QD 5 - - Q� -s t� W _ _ .._. _ - 04.� I 08.0 8 0$.0 PR��E�P! AC�F; \ a \ 3 SSY f o CG 11 cJ4' - ���e� S ( J / PROP. SIGN �v PROP. , CANOPY - - 08.7 ASS T PR. G-6- \ BLOG. `� (. �NCNM,ARK / �y 1 ( \ 0 CL. W J - �_ 4 ! `� i r ; J EX. O�jNC. - - ' 2C WE I LNG r ` ! / \ Pam.. \ / 2 .NAILS l W% METAL - $EX. SIGNAL CONC. yFiADWALL INV. {888.59) GUAf I coyl Ro� BO^ INV. 886.4E �{ °�,. `0`7:, f i ►\ _ 06.7 • os.s 7� a��' / I r NOTE: �I (T.yr..) J \ / .32 (1.B.R.) ,XL� PR 07,0 I O� s. a �= / ~ ` / AT THE TIME THE PROPOSED /1 E rAVE� (EX. fLEFTIC(2) MS /R AY METER/ � WOO) 4T / EX, METAL Q _ _ TAN VDOT ROADWAY WILL BE li (8 j J I �i SIGUAL UGHT, i c ! �� / , 1 "C NSTRUCTED THE 12 DISPLAY L' / r o� / / / �6 / POLE C -__ t L H N R E C`' /M r I `�0°' ' RO REMAA /X•.?� wg. � � T - 2 ) \ DOUBLE G- I>; 6 _ '-� - 4 .. Q } 07•0 / STRtR WILL BE RELOCATED ON / r 13,00 OVAL WAR 50 BRL f `z / I - 0 06, 4 l/ r • � THE WINCHES -TER-- EQUIPMENT INTERPRETIVE SITE ESMT. I / 1 1 I ` / A. I / PROPERTY AS INDICATED AT� �,�, END CG-6 y`�\ ,/ 1 THE OWNERS EXPENCE. / /� %! `�rc� v/ so // I \ ,3 � \ \ \ f `__ / { / \ -` - --• _ _ _ - �- _ � � �- VDOT\ ,/fit\ �/ �c.�`oYa`� ,/ I \ , Moo. \� \� / / \ ! I I I I /Ikk tio��' INv (as9.37) r' / f r PARKIN SETBACK ,�.1 /' ` \ _ - , ,,, .--, r �, �• �. / \ ` T�� , /ix V.1►v. - - \ �\ -- ��pp�---�.. � \ R. SIG o. 06y / \ / / i \ \� \ � � ,�.-- 11 � I .I.It 000" � 900 / co APRX. LOCATION OF-j 98/�'/ 1000 GAL. I,P.-TANKS �}6' v / R.O.W. \ PROVIDE -LANDSCAPE ANDSCAPE 06.0 �� I / \ . / / } / / / / / PIN 42-A-227 SC E£NING SHRUBS /� i \ \ / / ' / / f `\ .As`&sHOWN, , /,.i �\ 1 \ . j STEWART S. YEAKLEY �1JSE: AGRICULTURAL/UNDEVELOPED ZONE: RA IJ --4— �-- - --r--�-- - - / -----�-- - - - - - END A�t HALT / i \ ! - PR. GRAVEL / 1 T LIPN-AROUND ! EbGE OF / /GRAVEL T 4.20 4' HOl7LDER PR. SWM Pop- 1 1 i \ 25' PR FERED ACTT BUFFER \ -- 25PROFFERED ACTIV"UFFER_- / / ! 25' PR OFF RED INACTIVE! BUFFER �_ 25' PROFFERED INACTIVE BUFFER7_7 _�_ -- _ y / / Sty IR IRF s 15 �,s w as + 7 - — _- `j f X TREE L lNc PIN 42-A-190 FRUIT HILL ORCHARD, INC. Fy r/zEL L`"'E USE: AGRICULTURAL/UNDEVELOPED / / PIN 4! 50, - -, _ 50 ' / � 2-A-226 �l � // f ROSEDALE PROPERTIES I ZONE: RA / ;� \ USE: SINGLE FAMILY/RESIDENTIAL ZONE: RA Scale 1 " = 50 ft - 0 ch w CL cn Q z u O r CL Q O U Cr c� w W p U z c� z Y Q: 4 a CJ 0 N Q r� C�l O r7 cJ r Z w J H F O z Q D✓ Z U CL O N Z_ t7 U © CZ w W at CL C:) 01�� W cc LLJ U 0 cc (~ O Lu Z Q LL_ w O a d o o ■ N O N M E �0 u O N N N I U C �. N (0 N 4-1 a cn c c W•�,o� o> In In 1 v C a C �_ o W m ° -E- a �� av,•B o LL_w 0 QN 0 aM Z (Y ~ W J Lj U7 0 Ow OP �d T111 " A{N1ER 9 No. 260 osl�Q�o2��w G IONAL SURVEY: C. I.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: 150 TGP 0009005 SCALE: DATE: 1 "= 50. 0' 10/02/01 _ SHEET: 4/1_ PIN 42—A-187 C. JOSEPH LIZER USE: SINGLE FAMILTY RESIDENTIAL ZONE: RA TO PS MU (,ODRAINf IELD AREAS SH JLO / pA j BE /STAKED /tN THE FIELD PRIOR TO/ANY CONSTRUC�N � ~r NOI'/STiG?B� TO P72 / " NOT RESPONSIPLE FOR } / ANY 6AMAG�, THAT M Y 91(Y / 4R'_4JI_T FROM EAILUVE/ / LOAONc.)ac� .SEE -MANUFACTURER _ f -Af1D SU V6tf.'� FOR0. J.AW IN TRUCK LOADIWARF:A _ tf,000Sf±--CIA WAR,.- / / 7 i WTrRPRETIVE -_rE ESMTT FfOPC,SEQ L�3C7CiION If_ DING TANK a / IP / .E1Rr SUPPRESS f ' r (BySYSTEM N J IP PARCEL 1 ! ---- 11_3 7--ACRES — 1-9z�IRE sYs r / - /" mot / TO PS U 'P96P, PUMP � � • ., HOUSE " F.F.=908.50 r (_ACTUAL .L-OC. OF PUMP f / cn 2 HO�SE"f0 B DETERMINED "'� /ELEC.y�S /IN' HE FIELD TPA ;` .." �` P O - ,- QrL TAN OTAL FLOOR P S DOTAL FOOTPRINT / f. \ MEZZANINE A c \ STORAGE A� �U i rr- z Y ! / r/ F U TURF/ `�: ;? � : o � OFFICE A E Z C o v� ' r PtIASE/? " C 1fiP�lAPy ARE y' FIE > n �^' - STOfZ� BLDG, % q` USE' !C>N +. �' z a .. 1 000sf EOUIF�MEN /. . o !w 908.15 F. uj � t6 pAW 4e f • 1 ArR �~ esF �7 o w - I / PRESSOR TEST 14 , m f M •� a - TO PS MU I j ROOM PROP. -- - 2C WE I IN PAD r 6 wo. iE�G � os 13,000s. CIVAL WAR 50' BRL \INTERPRETIVE SITE 5VT. f \ \ PARKING SETBACK / r' ToPS MU -- «- o'er°o OP APRX. OCATION OF _� \ \ \ N 1,5:J.526 f- 1127 92' g�pa' rn 1000 GAL. l,P.-•TANKS 80UNDARI' LINE ��- - P R.o.w. .__ H SC E£NING SHRUBS Try BC VACATED s`&SHOWN. \ � TO PS MU `1 � I PIN 42-- —184 A CHADI C- JOSEPH LlZER `— ,____.- �--- £X, Acc.£ss ROAD I / -- _ USE• SINGLE FAMILY RESIDENTIAL --- ZONE: RA _ NOTE: I •.._ I `-- i — - £X. WIRE FENCE SAN. SEW. C.O.'s ARE REQUIRED j ... — —7- -� A MINIMUM OF EVERY 60 FEETIN THE 4, Z THE BUILDINGRTONTHE CONNECTING TANKS IRT It O / / t PIN 42—A-186 CArA>oRr C BUFFEf� 1 a / SCi OOL BOARD F / W/ 1(j MDF. ktrst. LANDSCAPE SCR[EN I FR DERICK COUN Y o / N ! V Eh CHA/N 11NA' ----� cy ^ / �' N Q J USE: ED CATIONAL Z E: RA FENCECIV ACTIVE BUF ER ! / O� 4 fey Q� �t m hi £T sroNE ! / N MI73'� 19.Ot' ' � r` � ~' � ,� W � z �v o \ j 1 1500 A dt--�..,- FRA41E SHEg PARKING SETBACK ' J ? O S€FTC 1((( 1500 G�. / �� \ 75 GRAVEL d+SPLAY AREf� PUMP TANK / / 15 BRL t V SAN. / J / / / \ ~ ( T �T',RAINF I J f BY OTHE S LD ( TO S MU / / DD £X. CONC. BLOCK // g 2S GRAD L I �(DRAINFIELID TE: AND TRAMS BLDG. \ PR. EOP i i 25. UlSpEA) ` ( AKIN ET E SHOULD D / / IV TANK � � / C) � SIjp l PRIOR TO �NY CONSTRUCTION/ Pv l AT., I ( E",X. ORA/NF/£LD J J I I J \ \ ®2.089; 40, 0 / / �' I ( I 01 �or DIS'RIRS) l To P Mu / .1 NOTE: // / > JJ ''•l / / A SIGN PERMIT IS 9� LIGHT o '- cn 10'xl4' CONC. ' © / �y NECESSARY PRIOR TO JP' / ..•"" ""+ / PROP. / I / J INSTALLATION, CONSTRUCTION, TABBY. f DISPLAY PADS VI /` BUS N�VZ cAIAON OF ANY PR.. G-6 % / r • P t G� 14' tEx. 40.84'-18" CMP ' 0 2.357. Slope i INV (890.65) I rl 1� VDOT\\ PROP. ROADWAY -Mal). r \ \ WIDENING CG-11 \ �� / � G I, SF - . . ' . . _N_SF IJ— ...,,.,.,TOPSOIL STOCKPILE y \ . . . . . � @DD It It It 1 {\ J 25' PROFFERED ACTIJ BUFFER It�— PROFFERED INACTIVE BUFFER 1 EX TREE L!N£ 1 50 0 50 I I Scale 1 " = 50 ft PR. SWm Pop- ~�q NOTES: ROADWAY WIDENING INSTALL PROPOSED PAVEMENT SECTION OR MATCH THE EX. SECTION, WHICHEVER IS GREATER. FULLY SAW -CUT EDGE OF EX. PAVEMENT TO MAKE TIE-IN FOR THE NEW PAVEMENT. -- -- -J ASSY. i l ;���" / yl �' \ �'" ANC' MA," / 4, 1!t '/' \ ''�" `$ l G - • _ ¢ 2 NAIL S / SIGVAL LIGHHEADWALL ,/( -NV. (�88- 8,59) �OL BOXXX I GUARDRAI NC p8.4�I(T.R.) (t.B.R.): I JEX. ELEC RIC-1 ii r AT THE TIME THE PROPOSED I E PAVE w (2) M5P r VDOT ROADWAY WILL BE y/�� I RAaWAYMET1rR / EX, METAL Qom! SF 7 J( .B.R.) I WaO� P ST/ 6 ,��; `, r .�1GNAL LIGHT � �Q o /,` / / , c `EINSTRUCTED THE 12 DISPLAY v oo / 1 /POLE 42 I IP 1/ /�`\� ;� - ` STRtR WILL BE RELOCATED ON %' ( qo / I SIP (To REMAUV�ii�?� THE WINCHES R_ EQUIPMENT \ \ Q \ / 7' PROPERTY AS INDICATED AT- END CG-6 * THE OWNERS EXPENCE. ,. J (41Z _ it �_ VD01\ /----,900 I i Zvi ytioYal -- MOD \ \ CG-t': \ /' \ J j '1 }\ /4� IhdV (889,37) — \PR. SI0111,1 0 ¢S MU SF �k/ PIN 42—A-227 °°°oo°° ° ! J / r / / �/ / / f / �. STEWART S. 'YEAKLEY ' 000°\ �.r � _ _ f J f I / / / / / / USE. AGRICULTURAL/UNDEVELOPED \ /+ ZONE: RA FEND A�PHA.LT PR. GRAVEL / 1 /� ,.- i �' � %It DSF1 TU\RN-AROUND SF Ebr,E OF /GRAVEL 7— \ 4' SHO LDERSF It It It It It i TO PS MU/ v 711111 / ! 8,4674 r Cf'ES \ \ / // / // / //� (^�`� �7 EROSION & SEDIMENT CONTROL KEY '0 , IRF Co \ _ 25' PROFFERED ACTIVE BUFFER -- '- - -- — -- — - +'�7 f f A / 25' PROFFERED INACTIVE BUFFER ^ _C) I / -- -- -- l , I PIN 42—A-190 FRUIT HILL ORCHARD, INC. 150 EX TREE trNE // / USE. AGRICULTURAL/UNDEVELOPED PIN 42—A-226 ■� ZONE: RA / \ ROSEDALE PROPERTIES USE: SINGLE FAMILY RESIDENTIAL / 1 ZONE: RA 3.02 TEMPORARY STONE CONSTRUCTION CE 0.00000000000000000 o°o°o°o°o°o°o°o°o°o ENTRANCE °°°°°°°°°°°°°°°°°°° 3.05 SILT FENCE SF X X X X 3.07 STORM DRAIN IP INLET PROTECTION 3.08 CULVERT INLET CIP PROTECTION 3.09 TEMPORARY 10 DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET QP OOO p00°p°O°0p00- 00°O6e°o0000 o PROTECTION 3.20 ROCK CHECK DAMS 3.30 TOPSOILNG 3.32 PERMANENT SEEDING 3.35 MULCHING �Ia�QlCO Cr w z 3 a ui a. a U' z Z 4 o w z CL 0 W © z P w 0 a > z Q Cr Emmommmol 0 CX Z LAJ � Z H O t= 0 Z Q W cc Q LAJ Lt M ILILJ CL 0r a U La Im _ La Z v Z Q LA_ w O W 0.. d O O ..1 N _ (nN 0)0) 0 0 N Lo LO U C Lu 3 0 > _0 u LO a� ..,, mj -0 C der 1 � � a W m(D=E- C E m 0 § a f-- I - W N 0 M TIMOTHY G. ./PAINO N041,8260 ©� >55'a�1QL w G �`SSIONAL SURVEY: C.I.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: 1 "= 50.0' 10/02 /01 SHEET: 5/1 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% GREATER 1' i'-6" FILTER FABRIC SECTION A -- A NOTE: / SPILLWAY USE 5ANDBAGS. STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) \ TO HANNELIZE RUNOFF TO BASIN AS REQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. r 1 4 4 0�� <L o cr r�� A;<`` � �7"'-Sb p/!Y.•^h, Ar nr.r�,�q prr,. 4N 4' ,Jr^ rays �[•�, r.�)+,.� .,Jj'"(H q,�l , �?L,��tnr "!,1",'{;q n''''Sr3'ti `E,"��",l.r 3iu'�..gly�"3r,'7�'t.�r *Ly't'S iat fi .lf�'f'.,C"v:4�s, Ll"I`t �• CL A : MI5 rc A 2"-3" COURSE TRASHRACK CI r y �rl, W AGGREGATE o MIN. 6" THICK 1 r>a M 5dti4�c O O )' DIVERSION RIDGE z 1= to X 70' w PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. C E TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT USE FILTER FABRIC WITH WIRE MESH SUPPORT • ,• 1pU'ij�ii Iplll��� I�ttptt tr'; 1 1 ' IlIIlIINIIIIII tt , ji ttr,''�rrr,' i 1 , 11111 II 1111111 t1r 11 I111 11 I�iititp��;'. I I '' , �jtllll i p 111 tl tilltrrr''r�r 11 j1l11II Il/ll�ltdttt tt r11MAX jlllll'I�iir"Irdt �!FLOIN III��� r r tlt 'WIRE SUPPORT 6 FT MAY SPACING WITHOUT WIRE SUPPORT FENCE I� PONDING HT, STEEL OR FILTER FABRIC W09D POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF 9.. (RECOMMENDED) STORAGE HT. 12" MIN. j.,�, I ! I {:;.... 12" IMINI- --� 4"x4" TRENCH :I j WITH COMPACTEDKFI BAC I_L STANDARD DETAIL TRENCH WITH NATIVE BACKFILL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. SS , 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF- S IT S E AND CAN BE PERMANENTLY T I S AB LI ZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY, DSILT FENCE PONDING HT. R� uNoFF GRAVEL A I Tr 11"1►I A Tr' r%r-r A it TRENCH WITH GRAVEL GRA VEL AND WIRE MESH DROP INLET SEDIMENT FILTER 1 B" MIN. — GRAVEL* (12" MIIN. DEPTH) RUNOFF WATER WITH SEDIMENT IIII° o: WIRE MESH SEDIMENT FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT ##3, ##357 OR ##5 COARSE AGGREGATE. FLOW I I!III_III-III-III-III-III-III-III-1 I I III-. i—I,;,III_ 4,5' MIN. l 1 11 11 "rrun^n A nv ntvr ** COARSE AGGREGATE SHALL BE VDOT 43. 4357, OR #5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL LENGTH QN FT.)= 6 X DRAINAGE AREA (IN AC.) V Min. DIRECTION OF CLASS I RIP -RAP DIVERSION rw » DIKE ." ' _ r - Y C 4 P I. /. FILTER CLOTH EXCAVATED AREA COARSE AGGREGATE / OUTLET (PERSPECTIVE VIEW) [ZW&M, ** COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 CD SWM POND ROCK CHECK DAM DETAIL SILT TRAP NO. DRAINAGE AREA WET STORAGE d1 DRY STORAGE d2 OUTLET h NOTES (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft.) LENGTH(ft.) (ft.) 7320 SO. FT. 5490 SO. FT. VARIANCE REQUESTED: SILT TRAP1 6.07 AC. (100'x75') 1•5, (100'45) 2 36 2'5' SILT TRAP CONARETRIBUTION DRAINAGE 4257 SO. FT. 3193 SO. FT. VARIANCE REQUESTED: SILT TRAP2 3.53 AC. (75'x6O') 1.5 1 (75'x45') 2' 21 2.5' SILT TRAP CONTRIBUTION DRAINAGE AREA A VIEW LOOKING UPSTREAM NOTE: KEY STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 18" TO PREVENT OVER FLOW AROUND DAM. ....,� u. -- (`I ACQ I AID DAD SECTION A- A SILT FENCE CULVERT INLET PRO TECTION ENDWALL L TOE OF FILL `DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT Flow OPTIONAL STONE COMBINATION SILT FENCE FLOW VDOT #3, #357 OR #5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED I RIPRAP GRAVEL CURB INLET SEDIMENT FIL TER / r GRAVEL FILTER 12" RUNOFF WATER WIRE MESH FILTERED WATER n e ing — e _ o — �"lll-�—� o. 4 I' SEDIMENT �IIII (Z�IIIIII o A� �� CONCRETE GUTTER— 12' CURE INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED ;HANNEL L g _ I'_ o 111111�191 d ' SECTION A -A FILTER CLOTH KEY IN G`-9'; RECOMMENDED FOR ENTIRE PERIMETER I 3d0 (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a -- 0 x —> d SECTION A -A r FILTER CLOTH KEY IN 6'-9": RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3,18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. Z ch O -.,) 0 tir, � � O _0 v z a ] q w U; O O V Z WV) �a W W (� Z w O J o z CC. Q Z t? CL 1�_a o ca Z t4 < > �y w W W Y W �=> o Wo • � vi cy- LAJ LLJ m W = W Cr Z Z LA_ 3 a O CD CL gO N do ©NM0 to N L! N am I I c N N - (D cn CJ 0 > AO0 L c C °' n L +, m N O U O •- O O C� 0 f- U_ W rr N O M T11 Orr% D I � � ' M Y PmITER a No. 18260 �Ss10NAI, SURVEY: C. I.: Painter -Lewis, N/A P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: N/A 07/05/01 SHEET: 6 /11 (f) a- a- >_ SECTION 1 SECTION 2 (,/) 10 0 M ­_ I-- - - f� SCALES: (H) 1 " =50.0' SCALES: (H) 1 " =50.0' W z (V) I " = 5.0' ---.---.--.-....---.—.�--.�-..---------,----.-..,.--- rc W z CL a v) U-) z U-( 0 1 0:� a- 1 0 w - -i �'_) LL () W I--) >_ o z 0 I. - I —.----- f -.-------------..,------.----------.--------------------.------------- 91 < (10 0 Z --------,:;;�'����---,---"-,---* -""--,-"-- _________' —,---,-,",--------,-----"----,-,--,---" EXISTING GRADE "If I a� < G_ I I PROPOSED- - _­ 1_.__._­­­_ N 0 p C:" '_ " -,",-"",-"-,--,-,-*''-"-"","*"-"-,--" 910 905 -'-'----'-"'-"-'-'-- ----- ---- --'-,----,-""",---,---*--"--,-"-,,-",---",---,,--,- " __ __' 905 I" W 910' �_ c"4 " -11 "� - I, Q EXISTING GRADE ��--.----.-----..-----.-.,.----,-�-----,-I r') ­ 0 - -,-----,----,--,---,--,-,-"-,---,---,- ­�"� ("� 0 z 900 - � ......... __ _""'�� I I ­.�­.'....'...'__-""-. - � 900 ­ - --- ------- ­_­� ---"-----"-,-*-,"--"-,-"--------",,--,- ------,---"-"------ -.-,--,-----.---*--,-- � r__-_ � *77--- -- - I �--,-,------...---�--.--�.-..--- _..________ �-..----.-------------�----.-��-,-------.---.--.-----,� ----- 1--l--,-,-----,-------,-------'----- � . ..'...: '.... � PROP. 194.00-12O RCP, cL.III @ 0.52% SLOPE ­.1— __ "_­­__­._________' ____ _"­­__- � . ...... ­__._­__._.____'__ -�---,-,--..'�—...---.-�.�----�----,-,------.-.---- ____._'._____.__.'__.._ _.___'_____.._ . ....... ... ..... . . . . I --------'-----"--'"-"-'-'----'---'- ----,--,*-I-*,- _::���� \ . .. 895 '_'_'_­___'_1____'_____ ___________ - . �­ ­­­­_ __'_­'­__"___ 895 PROP. 224.00'- 1 5"O RCP, PROP. 39.43'- 1 5"O RCP, ' . - -, -, '_ . . + . ' ' ' ' r_ ,--.--.��--�--..---�----.-.---.---,--,-.-� -�.---.-.,.----,.-----.------,-�--l---,--.,----.---...-.�-..--�l----.---- __ - -PROP, 36.00'- RCP, CL CL.111 0 1.01% SLOPE 0O.: . : . . .111 ©0 .56% S LAJ . .... .. . I I . + CL,III @ 0.69% SLOPE -) ­­­ .......... .. ___'.'__­._ _­­.. _++ ­­ --.,--.--,--..-. -..-----. ..- ­­­­ - - � - ­­ --.--. ­__ I ­­ - ------ ---"'-"'-""-I,-'�-I'�'-'-�-L---�---,----.-.--�,------,�-.---,.---.---�.� ... .... ___ ------ -------.-.-----.--------.�.,-,----, ________ _.___ I ..-.- .__ ____._ ---,.-,---,.----.-.---.----------.-------�----�,----------------.-�—.---�—..-------..---.----- --,---------�--.-,----------,--.--.----,-.--.--,--�--.-..,- --.--.-----.�-----.----------..------,----- _I PROP. 41.65'-21"O RCP, Lj LLJ CL.111 @ 0.57% SLOPE ---.--.-,.-.---- - 895'-'----'-'---"'--"-'----"'-----,+-- - ---- --------- ­__ ­1 _'__ __ ,----,--- - --,---,-,- "___+____­'_'_"__t ----- ----,--""- ____ � ..... ,---------,--r---.--,..-----,-----.----.--.-----.-,--,�.-,..--- 87,93-"----2—l'-'-O'--'-R--C-P--,-------�--'�-�------�-----'�--'---'-------"--'- 895 (n _j PROP. 87.66'-21 "O RCP, CL.111 0 0.57% SLOPE CL.III @ 0.57% SLOPE PROP. 248.00'-21 "O RCP, Q� 11� CL.Ill @ 0.50% SLOPE I , 0 cl- -..--­­­_.._ �_ - -'-" . ....... .. ... . L",---,+-"+ PROP. 60.00'-24"0 RCP, ' "*"- ­­ "' -C,- L­,'I_1_1@_"_' -0 ... ... 5"-O-,--% ...... SLOPE — 890 890 + i _j F_ �_ 0 z __.' . .... . ... �----..-...�----.--�.-.---.---.-���.�---,.:-,-I--"-,--------"I --- --- ­_­_1 ... . ... ­'-­�­'[""-'--­ . .. ..... ---,�-�"-"----[L--.-----'-------L-I...------.--.-,-,...�-"-.--I ----- --- - ,-----,..���.-,----.-,-.-�.----..--.-.-.--.�---------.�-.----.-----,-- ___.___.___.____.___ ------- --,---.--.-�-.-,.------,-,--,---,-----.�----,---------...---,-------,-�-� ------ ____'______._ ____­ __7 --- ----------..---.------------.--,-----.-----.--,-.- - ------ ___ ,­ ..--.-- _­__.____. ---.----------I- :;E (D (01 (p < III 11 - 11 II 11 0 _j _j _j _j ----.--.----- . 0 . (D . 1Y�_'__'______­'__'___ ____ ------------ -,--------,---, ­ - - ,-.,-,----"---- ------,- ­­'--'­L­'-"-­­ � c6 V') r�) 0) 1`0 0 0) 1`11) 0 I __­ ...... ­ I— — — --I--------.-- — &,Or)----- -------. >_ 0 :z -cc ck� _< 0 6 0 O'E� 6 0 OZ6 C) 0 i� 6 () U-) K 3 0 0 K 6 0 C) 6 0 0 00Z6 O(DZ6 0 0 =-,, _' ­­----- --------"------", ­ a- 0- - - - 0- a- - - ul) > > Q- 0- >: It u� 5 5 > (D 23 cp -&-;r---.----------.-------------.-.----.---- ---Z,-,-"---",-,-''----",-,-"-,-Cr,7"-Z,---,--""--,-,---"-"--,-,--",,----"O,-Z-Z- 0)�� C) ck: mjt_7__.___._._,---�---�Q.��ntlr)-:::-,7-----,-------.---. " _j - I >_ Zrl,F- C�4 _< - 4 .� 6 �__ �_ N ��_ + �_ fc-A' N ­1 ...... --------,-",,-"-----""f---,--,---,"-"",-",-,--I"---" - + (_4 �� +�---CN +�-_ LO W ck: >_ W �_ I 10+00 11+00 12+00 I 3+00 14+00 15+00 16+00 1 1 10+00 11+00 12+00 13+00 14+00 15+00 1 ��-(j :zCyceQo C-) CULVERT #1 - u.j :m STORM SEWER PROFILE 0:� (A �hd .Ou SCALES: (H) 1'* =50.0' 11-- 7x 0 (n LAJ uj n = u) uj C) W :z :z U- u )I 0 (D Ly- 0- - EXIS 910 ---"-,*"-----,--,-,*"-,",-,,------"--"----,--"-,--,-- GRADE---�--7----------��---�-,-�------�-.�-�,-.-".--�.�,-"��� 0 6 0 N mi -N 6 N 1� E :3 (O 0) 0) 0 (� - t'- r-, 0 V) N 0 LO I V% . N I I U - (n - N (� .S � 11) (O (0 (n L_ () 0 c: (D .. - O)aa S %.- -t 't ?: . __ ....... 1) 5 0 U-) (D 0 900 _900 mi -0 � c I-0 %.- .. - __.___._ --..,- ___ ....... ___ . ... ...... � ---.-\------ ----.------------.----. - ---- ---'--'----'----"--'---"----'-- --'--'-'------- - ---------- L ---- - --- I- 4- c .= 0- PROP. 50.00'-23"x14" RCEP, m (D 0) -0 CL. III @ 0.50% SLOPE a 0 — '� 0 a) 0 0 ­_' ­ ---- -- ­___'_'­'_'.'_­ ...... L_­._1­_____'.'_'. .11.1 __ - ­1 ­_1__-"_"'_­ ­­ __'_'__"_'_­'_______ "-,-- L________­__ ____ -,-.--- Z :3 C q) a E - 895 -------- 895 0 § I-_ LL_ W ") CA 0 11 I (D (f) - 111111 z (Y- .,-.-+--.-.�----,..--.�-.-.-,--,�+,...,.,--.---.",.-�,-.+-,--,-".-"L.-,-.--�-�-�.-.----,--��.---�".--,--.-.�-.-,------"-"---"'----'�-'-'--"'-,-. �- W � I W I I ::) Z ill 111 I (f) 1i i ,'I 5 R! i 0 Z �'I! �'' - " ! Iiiii 11 Z ... k ow ALTH OP p . 1-1 ----------­.--­­-- r U NO G. PAIINTM ...-.-�-,-.�L�--�-,-''.�---,--,.-----.-�.-.--.-"--.-.----.--�.--L,---".-"-.--.--�l.---+�-,-..--,-..--.-..--.-.--�-�.,--.--.--,-�l-.,-----.�,�--�-.--.---�-.,-.- No. 60 0 116 41% tit I N I ('� 014 N W 00 I I., 1-1.111 ��. 10) IONAL - n ja 11 - D 00 z SURVEY: C. I.: a_ 5 a- _; Pointer -Lewis, N/A _.._________._.___­­__1 ------ - -.------.--L--- _-Z --------- -.--------._._.-- P. L. C. 0 K 0 - -----------.----- ­---------­---­----- I . AWN BY: JOB NO.. I *GL - - - T___- - T------ - - - - 3'-- -------,- 1 ""� _� ------I-- __--------- 17-�-7-7 �___________:_1:_'::__�_ I V----- - ' ' ' - ----------- I - ---------- r7_ I- ----*----,-------------- / ---------- ______F "', T----'-----.--- t-4� PROP. - I t - I ..Pot + �- �ft PRO STORM SEWER PROFILE POSED GRADE STORM SEINER PROFILE PROP05ED GRADE IS-1 v SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. a SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPF. e e r SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A,313,3C rvoeuanu ANNI Fl"-A r EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS FRAME_& COVER_ ,—BACK OF SIDEWALK Y / JOINT-, • wC �• IiI�l •ll ��•• tltl • IIa�IIMMr�YMMi�Ir N•rrl~/r•�•1 •wllr rrr YM•�11.11 own Awil/ i!7 • • • �wwwwwwwl�.wwwwwww•rwwwwwwwwwwwl awe �wwwwwww••wwwwwwwwwwwwwwwwwwwl w1 4- ��wwwr.•wlrra•�lrwww...... .• • JOINT GUTTER OF I�� i/1 .......«...� I L__ ___---------------- ___._...__.-,..__-.-_---._----- - ---- ARS I I ♦ 0 �.�� —BARS F BARS E Imo.,-B IFJ BARS E i .*3" DIAMETER WEEP HOLE FRONT ELEVATION BARs° 1'-6" B„ BARS B ----- --� (GUTTER REMOVED) 3'-0" 5XI/4" BENT*PLATE SECTION B—B TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG 7 STANDARDSL2YpL .. "X2YZ"X1/�" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. GALVANIZED TYPE A TYPE B I/y" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C C. CONNECTORS AND IS TO BE ANCHORED WITH Yp" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2' C-C. 2" ENT R PAVE APPR. DI-3A �L� DI-39 L DI-3C L - z 0-i [V-��_.UDw FLOW (Y�j �lQw To„i 0-i 0-i DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET SPFviyElklmECMATIM 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - S' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 DI-1 /Z SECTION CAST IRON YZ SECTION STEEL NOTES Cast with collar Lugs to be �� 2'-7„ �. L 2Y2" x 2Y2" x I/4" 1,_3Y-,1 I 10' 4" long c—_�.,li� 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A _ ° __ g 2. THE "H" DIMENSION SHOWN ON THE STANDARDS q _-.__ q AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL GALV. PIPE TO THE TOP OF THE STRUCTURE. FCAST IRON STEEL One welded PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY N n joint FOR ESTIMATING PURPOSES AND THE ACTUAL N 66 ± 143.6 DIMENSIONS SHALL BE DETERMINED BY THE Optional N 3 lbs. lbs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribs-< including including Weld all 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS --- lugs onnectors connectors TO BE SHAPED IN ACCORDANCE WITH STANDARD to collor IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE Yp" x 11/2" x ve x 4 4. INCLUDED IN THE BID PRICE FOR THE STRUCTURE. IN THE EVENT THE INVERT OF THE OUTFALL 91 „� /z 2 7 9/2 s Lugs Stud Shear PIPE IS HIGHER THAN THE BOTTOM OF THE connectors STRUCTURE, THE INVERT OF THE STRUCTURE gl/p" SHALL BE SHAPED CEMENT PREVENT STANDINGWITH OR PONDING OFRWAATTERO ' I PLACINGIN TCTURE COSTFURNISHING PLAN AND ALL MATERIALS DENT& TO Grate Removed) \�11 • INLET SHAPING IS TO BE INCLUDED IN THE BID N � PRICE FOR THE STRUCTURE. 2Y? SECTION B-B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DIMENSIONS FOR CAST IRON ONLY COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 4'-2" Hardware Cloth 2'`7" we laholeer P o!� n See Note 6 r T D 2'-6" 1-3" N N 8. TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD T-DI 3, 4 FOR ALTERNATE DESIGN. 3" DIAMETER WEEP MOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED ^Cn B N n D. Collar _4" depth Aggr. �j�flUlt�j���i��{UQ� STEEL WIRE, MINIMUM WIRE DIAMETER ANCHORED NUMBER 4 MESH HARDWARE CLOTH ANCHORED C uu UUU u ut� k68, N 78 or n C z c c c c t2„ H8 x 6" width ` nQ��Q0�nnn00n� I= E E E E TL— Illl IUt1U11U1 1411 FIRMLY TO THE OUTSIDE OF THE STRUCTURE, 9. D N 12"-15"-18" or 4" l (��( CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. NN N o v 'L— �� URO�OPE D np b n � L o P � 'o 10.ANY ALTERNATE MEETING THE APPROVAL OF THEENGINEER MAY 8E SUBSTITUTED FOR THE CAST IRON u LUGS AS SHOWN HEREON. SECTION A -A 1" CONCRETE QUANTITIES FOR MIN. DEPTH _ 1' 12" concrete pipe - 1.440 Cu, Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yds. Concrete 18" concrete pipe 1.620 Cu. Yda. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yda, per additlonalfoot of depth. APPROXIMATE WEIGHT Cast Iron Grate 363 ± 16 Ibe STANDARD DROP INLET t 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233 104011 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 z 0 a U W Q ti Q Q Ci z Y }" V Q V • r ®� U r � w W W L'Y_ C.> W • O M = W OC Z Z W LJ 3 < 0 Cr d O O CV /�'o 0 N t0 E rM. M N r- OO .. '. N N I I C CN 0 (D C C ^^ 0' 0 > LO N L C +fn N O :3v E (n g t-• L- W 0 0 � 1 0 v �AA ' Tni U ''O'�'ot q 1 /01 1.-, SURVEY: C,I•: Pointer -Lewis, N/A P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: N/A 10/02 /01 SHEET: op 11 HDCP SYMBOL (WHITE SOLID BLUE BACKGROU HANDICAP PARKING DETAIL N.T.S, - � ..A.._ HANDICAP SIGN 3' Min. HANDICAP SIGN DETAIL N.T.S. NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. * 8' TYPICAL FOR VAN ACCESSIBLE SPACES & 5' TYPICAL FOR OTHERS. 12" x 18" STD. 12" x 6" STD, STD. U-CHANNEL POST PROP. GROUND RESERVED PARKING VAN ACCESSIBLE FIRE LANE SIGN N.T.S. NO PAWING 12" x 18" STD, FIRE LANE STD. U-CHANNEL POST 66" 30" STANDARD PIPE BEDDING DETAIL WATER MAIN SANITARY SEWER PIPE N.T.S. CONCRETE DISPLAY DETAIL 8" 8" N.T.S. III —0,0. EXP. JNT. MATERIAL � AS NOTED FINAL BACKFILL IIII I ON PLANS Slope: 1 /4": 1-0" IIII IIII a g CAREFULLY COMPACTED o SELECT BACFILL 2 n or °O 0 0 0 oa�oo I I — IIII a 4 a°° 0°°°°0°0 ,�� III — 6 �( CG-6 or CG--6R (Typ,) , . II O.D. 4' CRUSHED STONE (3000 PSI) 4" CONC — STONE AGGREGATE ::..::::.... 6" 6"x6"xW1.4xW1.4 WWM I h, CG-6 COMBINATION 6" CURB & GUTTER N.T.S. (SEE VDOT (CC-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) - 2;`}�- M 1-O.D.-1 TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. O.D.+16" 1 FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL =I I CRUSHED AGGREGATE II i O.D. ::::.:::.:.:::.:::. :: : LI i o. D. C DUMPSTER AND ENTRY PAD DETAIL N.T.S. 4" CRUSHED STONE (3500 PSI) 6" CONC 6"x6"xW2.9Xw2.9 WWF(1.5" MIN CLEAR) NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DI`. ALL SHRUB BEDS TO EXCAVATED OF ALL E) TO REQUIRED DEPTH W/ REQUIRED SOIL M MULCH TO BE 3" DEP" COMPLETELY REMOVE f STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL. SCARIFY ROOTS 0 BOUND PLANTS, COMPAC, SHRUB PLANTING BED SECTION �- PROP. GROUND hopco NO. 11-251 OR EQUIVALENT SINGLE OR DOUBLE STND AS REO'D 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' HOT. 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 \f�} 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. AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF —SITE 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. REO'D PER STND MANU. PROPOSED GRADE 00 A A � b GO. 4 24" DIA— cp 4—#4 REBAR-3" MIN, CLEAR CONCRETE(3000 PSI) 8" 05 REBAR 0 8" CC EACH WAY 4' BY 4' CONC. BASE - 3' Min, CURB DUMPSTER ENCLOSURE & — FENCE DETAIL N.T.S. _-- 2x6 TOP RAIL 1x6 BOARD, FRONT & BACK -- TOE NAIL EA, 1 "x6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 POE 2x6 BOTTOI ATTACH RAIL PROP. GRADE W/ 3-1Od (EA. RAIL) 12" DIA, PC 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) SETS OF 6' GATES SIMILAR. PROVIDE GATE LATCH, THIS DETAIL SHALL BE USED FOR THE ENCLOSURE FOR THE DUMPSTER PAD. THE GATES TO THE DUMPSTER PAD SHALL BE CONSTRUCTED OF SIMILAR MATERIALS. USE STEEL POSTS TO HANG THE DOORS IN LIEU OF THE WOOD POSTS, TREE PLANTING SECTION 5,`7„ END -SECTION 12" - 60" PIPE OUTLET END -SECTIONS ON INLET END -SECTION 1 '/ _ I 4CONCRETE TO 0 0 PSI MNNUBM PLAN DIAMETER OF PIPE / E END VIEW END SECTION DIMENSIONS PIPE DIAMETER A 8 C D E 12" 4" 2'-0" -0" 4'-0" 2'-0" 11_91. 4,-0., ,_6" 18" 9" '_3„ 1'-9" 4'-0" 3'-0" 2T' 9 2'-11" 2.4. 51-0" 31-6" 24" 9, 3'-7" 2'-8" 6'-1" 4'-0" 7" 10 4'-0" 2'_1, 6,-l" 4,_6" 30" 1'-0.. 4'-6" V-7 6'-1 5'-0" 33" 1'-1 4'-10 2'-31 7'-1 5'-6" 36" V-3" 5'-3" 2'-10 6'-1 6'-0., 42" V-9" 1 5'-3" 1 2'-11" 8'-2" 6'-6" 46" 1 2'-0" 6'-0" 1 2'-2" 8'-2" T-0" 54" 1 1;-3;;, ,_gi " 8,_ I „ 7'-6" 60" PARKING AREA TYPICAL SECTION 2" SM-2AL BIT, CONC, SURFACE COARSE : 6" 21- A ----- ::;:: COMPACTED SUBGRADE (I - PAVEMENT DETAILS N.T.S. GRAVEL DISPLAY AREA TYPICAL SECTION 6" 21-A ----. II—III=III COMPACTED SUBGRADE PARKING AISLE AREAS TYPICAL SECTION 2" SM-2AL BIT. CONC. ---� SURFACE COARSE 8" 21-A � I=111=i I I COMPACTED SUBGRADE TRUCK & DRIVE AREAS TYPICAL SECTION 1" (SM-2A) BIT. CONC. SURFACE COURSE 3" BM-2 BIT. CONC, BASE COURSE 8" 21-A STONE BASE COMPACTED SUBGRADE t t min w . CG-11 xx STREET APPROACH SAME (RADIUS TO BE AS i+W i A SURFACING AS MAINLINE � ROADWAY SHOWN ON PLANS) i Ci C -------------------- ..1..----� i (RADIUS TO SHOWN ON BE AS PLANS) �2„ ST'D CG-12 1 N - RADIAL COMBINAT ON / CURB AND CUTT 1. Y'-f I ' B-� - - ----------- r I e., ` 4' SIDEWALK ®', I -I I wIx CLASS A3 IH.E.S.i : e.,. e.. •s .. ,• c... a 7„ o. •'6•�'` ---"-'-"'- N OLOW NAL 6" CONCRETE EXPANSION JOINT EXPANSION JOINT NOTE WIDTH "B" 2'-0" OR AS �' MAINLINE ADWAY RO SECTION C-C SHOWN ON TYPICAL SECTION. PLAN VIEW M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE ® HEAVY THE TURNING REOUREMENTS OF ANTICIPATED TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK G CURB 10'PARABOLIC CURVE RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE EDGE OF SHOULDER OR 6 N MAX. D INCREASED TO 7". OPTIONAL FLOW LINE OPE CHANGE --.----•-- ___ WHEN ST'D. CG-11 IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY --------'"-'-------- -- -- IN CONJUNCTION WITH VDOT PROJECTS, PLEASE D NOTE THE FOLLOWING: SLOPE CH�GE D *)K MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5' MIN. 40' MN. FOR STREET CONNECTIONSTABILIZATION TO THE R/W LINE (EXCEPT ANY SUBGRADE REQUIRED FOR MAINLINE 0' DESIRABLE FOR COMMERCI PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUTTERBE GUIDELINES FOR GRADE CHANGED �ONDTHE RHWLLINE EXCEPT FOR R REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD CC-3 OR CG-7, THE CURB FACE ON THIS ENTRANCE VOLUME DESIRABLE MAXIMUM STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 X 3 X SEE STANDARD CG-12 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPD) S 3 X 6 X TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) 5 b X 8 X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLNE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONOING OF WATER. SREFERENOEN METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS SD2 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 ALTERNATE END -SECTION 12" - 60" PIPE 1 HUB END ON OUTLET ENO -SECTIONS SPIGOT END ON INLET END -SECTION X _ X — — E 4000 CONCRETEPSIMINWUM PLAN SECTION X-X DIAMETER OF PIPE 1 / A + / E END VIEW END SECTION DIMENSIONS PIPE DIAMETER I A 8 C D E 12„ 4" 2'-0" 1 4'-1" 6,-1" 15„ 61, 2'-31, 1 31-10" 61_T, 21_6" 18" 9" T-W 3'-10" W-1" 3'-0" 21" 9" V-11" S-2" 24" 10" Y-7" Y_8„ 6'-31. 27" 7= 4'-0" 2'-1 ,_p 4'-6" 30" 1'-0" 4'-6" V-7 6'-1 5'-0" 33" 1'-1 4'-10 3'-3 36" P-3" 5'-3" 2'-10 8'-1 6'-O" 42" 1'-9" 5'-3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'-2" '- " 7'-O" 54" 2'-3" 5'-5" 2'-11" 8'-4" 7'-6" 5'-0" 3'-3" 8'-3" 8'-0" SHOULDER PAY LINE L _ ° NOTES* B PPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS CULVERT TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFFEAENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET ENO -SECTION - X -----' X IF I I --------------------- END SECTION DIMENSIONS SPAN X RISE A B C L E 23" X 14" 6„ 2'-3" 3'-10' W-1" T-8" 30" X 19" 9" 2'-11" 3'-2" 6'4" 3'-8" 38" X 24" 10" 3'-8" 2'-6" 6'-2" 42" X 27" 12" 4'-8" 1'-8" 6'-2" 45" X 29" 13" 4'-11" 3'-3" 8'-2" 53" X 34" 15" 5'-3" T-11" 8'-2" PLAN + I LENGTH OF PIPE C 8 SPAN - BAR OR STEEL FABRIC REINFORCEMENT ::�, RISE A \� _ L �E� ��— - PAY LINE SECTION X-X END VIEW CONCRETE TO BE 4000 PSI MINIMUM SHOULDER PAY LINE LENGTH �OF P�F_~� `Q B CULVERT SLOPE DETAIL FLARED END -SECTION FOR 23" X 14" TO 53" X 34" SPECIFICATION ELLIPTICAL CONCRETE PIPE CULVERTS 3D2 102.02 VIRGINIA DEPARTMENT OF TRANSPORTATION w F- f-- 0 Z Q L� a Z U C]" � Z_ 0 L7 U E > Z- W Q:> >-" c) 0J 1e Q U W 6 W imuj I= _ (/)w U Z Ll� 0 a ■ 0 0 ■ Q) t, O N Ol 0)(n N LO r" I-) n N I LE •j N C 'V) '� U7 W 0100 o>It� 1 7C) .0 C w - m 0)0 E a Q — Z00 D c H L'_ W QN 0 1 I , 0 (0 z ch I W JW z I(I( V) z 0 z O) W ��AyTH OF Df TIMOTHY AINTER No. 18260 w d>¢% DZ •w O��SsI ONAL �$ SURVEY: C. I.: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: AS SHOWN 10/02/01 SHEET: 9/1 I CA)Llftl *? 911011111 DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (Tw< 0.5 DIAMETER) Outlet W = Do + La = 145' 15% Pipe -T---__2 Min. Diameter, D 0 La V. Z, Tai lwater < 0.5D0 60 5Q 7 a P. P, 4 .. 20 10 Recommended Min. dso=611 10 5181 1ischarge, ft�/sec. DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (TW < 0.5 DIAMETER) Outlet W = Do + La 1c,' Zo Pipe 2 Min. Diameter, D 0 a 0. 5DO go 'ffl r n _U i 20 10 0 Recommended min. d"=6" pp I PIP III P Ran. 110 110 11 1 M P niiiii 0 200 500 1000 MZK SEWIA 24"41 ?,(,? 4 3 41 a, 2 ro I 11'j"' .1 ' ; I . 11 1 1 1 1 1 1 1 1 1 .1 1 1 1.]. .1jil, 1 1 1! 1 1 1 1 1 10 3 5 10 20 50 100 200 500 1000 Discharge, ft3/sec. 15M94A SE4-M 15*1 (t Rc'? SEA I "A it l" ul1ol il 1 olo1 11111111] n if Im"i MIN I pill I'll, � { � '. ttilitlgl 11111111111111�111�llllllllll�=111 � ���� I� Ai 1,le�p' ; f 1 i1 UI 11 NINO 1, 111111 I 11�11111 1 M 1i1i1 M 1 111011111llili111,1111111 �P'' �/ �����(� �� life 1����������1 _�,,� .110 NON NI N 115"0 ES-1 INV = 891.50 EX. CULVERT FLOW j �w��•��i D STONE CULVERT ID L W D STONE d50(IMSQ)�__ Culvert #1: 15" 0 CMP- NZA N/A N/A GRASS —LINED CHANNEL Culvert #2: 18" RCP 10' 15' 12' 0.5' Storm Sewer: 24" RQP 15' 20' 12" 0.5 Storm Sewer: 15" RCP I 10 1 15' 12" 0.5' SWM Pond: 15" RCP 1 14' 1 , 0.5' CULVERT EROSI ON CONTROL DETAIL N.T.S. TOP OF BERM 8' MIN. PROPOSED GRADE 2 45*-15"0 RCP, CL. Ill @ 1.117. - 3-5 PLAN '4 INV = 892.00 INSTALL CLAY CUT-OFF TRENCH 3' T 2' ELEVATION 3'W X 1101 X HEIGHT OF BERM 3'-0" 100 YR. ELEV, = 895.94 TOP: VIDOT DI-7, GRATE A, TYPE B p 10 YR, ELEV. = 895.37 (2 "0 BARS 2 YR. ELEV. = 894.97 TOP ELEV = 895.00 — APPROXIMATE EX. GROUND OUTLET CONTROL STRUCTURE SCH 40 PVC 0 0.00% DRILL TWO ROWS OF 1/2"0 HOLES 60"0 STANDARD PRECAST CONC. 0 12" CC TURNED OUT ON PIPE-30 HOLES. MONOLITHIC BASE WRAP PERFORATED PIPE WITH 1/4- WIRE MESH. l')-10-0 SCH 40 PVC INV = 893.00 45' CLEANOUT RISER WITH THREADED END CAP TOP OF CAP ELEVATION = 893.50± TEMP. W& & CAP \— PLACE #57 STONE AROUND PIPE A INV = 92 20 MINIMUM OF 12" IN EACH DIRECTION NOTE: INSTALL 20' PVC OUTLET AT END OF CONSTRUCTION WHEN UPSTREAM AREA HAS BEEN STABILIZED. INSTALL TEMPORARY STUB & CAP DURING CONSTRUCTION. OUTLET CONTROL STRUCTURE DETAIL N.T.S. z 0 M CL => Z 4'o Its LLJ (L Q LU t LLj :2 V) 0 V) z ■ ram; ;iilltl: r. a 08 J &a _W (N pq 0 to () E (0 to(N 0 ch 108- C (.0 (V to (0 0) 0 Nt It 10 0 C C 0- 0 E -C ram- U .- CL V) R -4 C\j 0 @112 n NIP, 18260 7136V01 A7J SURVEY: C.I.: Pointer -Lewis, N/A P. L. C. DRAM BY: JOB NO.: TGP 0009005 SCALE: DATE: N/A 07/05/01 SHEET: 10/11 / ,, �l,r LINE DIRECTION DISTAN E 4' SHD1JLDER }.� / f / / / I _ _ EDGE OFr GRAVEL /. NOTES: ROADWAY WIDENING V / /, ,/ / CURVE- _ LENGTH-" DELTA RADIUS TANGENT DIRECTION CHORD INSTALL PROPOSED / f f f PAVEMENT SECTION OR MATCH THE EX. ( L1 S28'03'08"W 56.52 L2 S32'25'40"E 76JS2' L S70'48'22"W 97.96' 4 S21'42'39"W 199.33' C1 316.67' 60'28'49"_: , 300.00 174.89, NO2'11'16"W 302.18' C 237.10' 45'1.6'56" 300.00' 125.13' N09'47'13"W IN4618'20"E 230.97' C3 "' 171.70' 4'11'22" 120OX91.54' 166.48' / f i END ASPHALT SECTION, WHICHEVER t I ✓ / / ._,., -1r, IS GREATER. �� 1/ - _ - -. - I FULLY SAW -CUT EDGE C�r� 0 � F .� ,. •' r' OF EX. PAVEMENT So'R / (/ ! J r ' X THEMN W PAVEMENT " / „, `�Q1�' //f '101* l r r SOLID `f �WHITED � ,` 09Z6� v� f`y \ m BR~ N 4" f 3tf /V 6 PROPOSED' -ACCESS ROADWAY2401 STOP B A �' i '>r; i1'h (Subgrade:- , 12") LH� '• PROP. ROADWAY O'P( WIDENING - f ' P ' SHOULDER " DOUBLE SOLI s $-D w' I La 4" YELLOW i 1 � i y-(J 11 1 %, 1 dO8d f �... - f `n• PROP. TRUCK ACCESS DR4 f- f (Subgrade -12") I 01:31A 3Ni N1 03AViS 381 Say 0 i `�►�' S C31313N1C ; 150 r � kale 1 ", = 50 ftff Idov L j IN f f L __ . I/ PR. GRAyt TURN -AR ND (Subgrade: \- 6") —�.......- .-�...._... V _ice PROPOSED BUILDING ,qR A r-- ('Subgrade: -10) -- � FLOOR PIS OPOSED BUILDING AREA: 47,987 `4IRST FLOOR AREA: Sq' Ft. (Total) ° MEZ2*�;W 47 987 S . F CANOPY qR' 4?,987 Sq.gFt. t. ` HEIGHT: ONE `"12� 5 70 Sq. Ft. ` : -EQUIPMENT SALES ���MR°VIC F. F• �'`: 908. 83 �. E PAW • �....,.���: err �, , ... ROADWAY PROFILE . SCALES: (H) 1' -50.0' (V) 1" 5.0' ___w 915 915 91 O - _ 910 PROPOSED GRADE 905 905 6"0 ELEC. 900 CONDUIT �� EXISTING GRADE _ 23 895 .0 895 "x 14" RCEP 89017 INV=892 13 890 885, 885 - W Q 880 O - 880 Q! T J Oac O - 8751 5 0 875 m 0 n °' 0. a n` W O m N O cV m N O r'i c7i O cGi + X O + ♦ ♦ Tj 10+00 11 +00 1 2+00 13+00 14+00 15+00 16+00 1 T+00 18+00 f.d TYPICAL ON —SITE ACCESS ROAD SECTION N.T.S. C.L 12' 4, 4, 1' t 36' TOTAL WIDTH EX. ROADWAY (VARIABLE) 1 1 //2" SM-12.5D SUf�FACE COURSE 2" IM-19.OA INTERMEDIATE COURSE 4" BM-25.0 BASE COURSE 8" 21-8 TYPE 1 AGGR. STONEBASE COMPACTED SUBGRADE 12' 1' 4' 1" 12.5 (SM-2A) BIT. CONC. SURFACE COURSE 3" BM-3 BIT. CONC. BASE COURSE 8" 21-B STONE SUBBASE COURSE INDIAN HOLLOW ROAD TYPICAL WIDENING DETAIL N.T.S. t VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT PAGE 1 OF 1 GENERAL NOTES FOR ENTRANCE PLANS 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 do HEALTH ADMINISTRATION AND VOSH RULES do 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. VS. 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. VT. 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. z W 0 �� N J H O �Ad LAJ ZZ � Z � W C9 z Q 0 Z tj Z N Z 04 w LAJ �NH Z =0—C) W W.Q Q � Y U LAJ 2 O a_ CL o 0 N C J O N M E 0 tnN �r U N V7 to I to .N c0 co c (n C 00t C m 0 c E - �.c arn•o 3 C 75 O 0 C (O 1- W 4 N QO 0 M I ZV) JW �W N� 0W lJH > 0 s No. 26 5UK VLY: C.I.: Pointer -Lewis, 2t P.L.C. DRAWN BY: JOB NO. TGP 0009001, SCALE: DATE AS SHOWN 10/02/0 SHEET: 11 A 1