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HomeMy WebLinkAbout46-01 Winchester Equipment Company - Gainesboro - Backfile (3)r 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: 1.5 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.: 1.1.228 Ac/11..8478 Ac = 0.095 < 1.0 OPEN SPACE: 11.8478 Ac. - 5.3618 AC. = 6.4860 Ac. (282,530 SQ. FT.) 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 => 1.8 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 EQUIPMENT COMPANY U.S. ROUTE 522 riT ffi__ N FREDERICK COUNTY, VIRGINIA INDEX TO CITY/COUNTY LOCATION PIN 42-A-187 C. JOSEPH LIZER PIN 42-q-184 USE: SINGLE FAMILY RESIDENTIAL CHARLES IOSEPH LIZER ZONE: RA USE. SINGLE FAMILY RESIDENTIAL ZONE: RA DISPLAY 1 AREA o -, - ui i PROPOSED M 70 o W I is ��W., BUILDING 0 e Y / I I PROP, GRAVEL TURN -AROUND I I PIN 42-A-190 FRUIT HILL ORCHARD, INC. USE: AGRICULTURAL UNDEVELOPED ZONE: RA SCALE: 1 "=100' \\ 2 �\ o� n I w-�°° Place 01. A Rt. 72 \9 r TtaAlr ! Park � � ^nh � �•� ,�, �\. fir.-" SITE w ��-�-�' r 3v Lane VICINITY MAP 1 " = 1000, LJJ Q N j PIN 42-A-186 N� z SCHOOL BOARD OF Q co m FREDERICK COUNTY --J EDUCjT NAL ZONE: RA �� z N � J W PROP. ROADWAY" WIDENING 1 PAINTER-LEWIS, P 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 v PIN 42-A-227 STEWART S. YEAKLEY SE: AGRICULTURAL/UNDEVELOPED ZONE: RA z k/ �6 PIN 42-A-226 Z� 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 S'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) HATCHING SPOT CATESAREVERSED IND 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 ' , AE SITE PLA14 _ APPROVED � d �%�u�•� �d :�� �`- y� -� i �r� „vim✓ /�, �s, n, APPROVED BY THE ZONING ADMINISTRATOR FREDERICK COUNTY, VIRGINIA W,VJ e2-sho . Lo ZONING ADMINISTRATOR DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL. SHEET: 1 /11 1 r 1Lr_ ivv,: vvvyvv�) 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, W14ERE 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 TIIE APPROPRIATE UTILITY COMPANY. S. 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 (I') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. S. 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, WHEF,E 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 ALTER 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. 650 KENTUCKY 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: N OF ALL 1.. TEST PITS SHALL II' EXCAVATED "L' DETERMINE TIi' DEPTH AND LOCATIONS C C T D .0E 5 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. S. 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 SHALT. 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. TIIE WATER FOR THIS COMPLEX SHALL BE SUPPLIED FROM THE PROPOSED CLASS 2C WELL IN APPROXIMATELY TIIE LOCATION SHOWN ON THE PLANS. ACTUAL LOCATION AND ALL RELATED WORK SIIALL BE COORDINATED WITH THE VIRGINIA DEPARTMENT OF HEALTH. 5. THE WATER MAIN SIIALL BE INSTALLED AS SHOWN. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF' SHALL BE CONTROLLED BY THE PROPOSED STORM SEWER SYSTEMS ARID 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 SIIALL 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 COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. LANDSCAPE NOTES: 1. THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED IN THE COUNTY OF FREDERICK, VIRGINIA IN THE B-3 ZONING 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 ACCORDING TO THE AMERICAN ASSOCIATION OF NURSERYMEN.. S. 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 tl9 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 TIIE SOIL IN ALL BEDDING AREAS BY MIXING INTO THE TOP SIX INCHES OF SOIL ONE CUBIC YARD MANURE, PEAT AND 10-6-4 GRANULAR FERTILIZER PER 100 SQUARE FEET OF AREA. REMOVE ANY TURF, WEEDS OR OTHER VEGETATION COMPLETELY PRIOR TO INSTALLATION. 13. PLANT ALL MATERIALS IN THEIR APPROPRIATE SEASON. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM TIME OF INSTALLATION. 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 th 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 to thec nstruction conference, the commencement of any land disturbing activity, and to the final inspection. D. The contractor is responsible for the installation of any 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 pro posed office arts sales equipment service p P p � 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 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 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: 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",-7': slopes). Hydrologic soil group B, Class II Soils. (Approx. 601 ., ) 14C: Frederick-Poplimento loams: 0'-15% slopes). Hydrologic soil group B, Class II Soils. (Approx. 39?,) 17C: Frederick-Poplimento-Rock outcrop complex: (2%-76' 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 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 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 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. I erely, t 1c R. Lawrence Deputy Director ER.L\ch 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) 107 North Kent Street • Winchester, Virginia 22601-5000 53-A-2 ZONED: RA usE: VACANT 2V PROFFERED ACTIVE BUFFER 25 PROFFERED IHAMWE 917M r III f 9TWAR E rw Ek93"T EASf�FT --RO REEK SW FM FUUM OM 42-A-187 42-A-190 II ZONED: RA ZONED: RA III USE: VACANT USE: VACANT I 0 r 42-A-189 I 42-A-188 8.64 ACRES 1 I 14.75 ACRES ZONED: RA I I I ZONED: RA USE: VACANT • VACANT ACANT ACME LiIIFKFR I 75 INACDVE BUFFER 0� � I k r 42-A-184 \ ZONED: RA s 48t197YE = \\ \\ �- USE: RESIDENTIAL �s N E 42-A-186 z 0 ZONED: ZON RA I USE: TRANS. STATION j aas.rn,*a t---2raa7' I 42-A-226 ZONED: RA I USE: RESIDENTIAL I` 1� 42-A-227 ZONED: RA USE: VACANT 0 ryl A, A 28 O fc ZONED:NED: USE: COMMERCIAL 42-A-227 ZONED: RA E. FRANK SMITH PROPERTY USE: VACANT FREDERICK COUNTY, VA REF: 1'-250' DRA%w DY: JCL DATE 23MARGI JOB /Cg09005 REVISED: PAINTER-LEWIS, P.L.C. WINCHESTER, VIRGINIA SITE DEVELOPMENT PLAN oRA1MNG fro: EXHIBIT 3 30) _A- - IV 1060 2000 10&0-�------^ ------ '--�- 5000 Fees 1D 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 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 riot 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. 5. 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 Hollow 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 ng 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. c. Soil to k it s c p es must be stabilized or protected with sediment trapping measures to prevent ent soil loss. Utility trenches to v s Gated outside f paved areas hall b seeded and o p e e mulched within two (2) weeks of backfilli.ng. 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. Allpropertiesl nt o the site shall be protected adjacent t 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 lI 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 Idill 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 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 If this measure entrance construction i s s the construction fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program 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 sedimenttraps 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. d. Al s 1 to 1 seeded and sodded areas shall be checked regularly g Y ensure that a good stand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. TEMPORARY SEDIMENT TRAP , ORIGINAL GROUND 1 I ELEV. 1.0' it 67 CU. YDJACRE N 67 CU. YD./ACRE (EXCAVATED) 1 ORIGINAL FR:fER CLOTH GROUND .. ELEV. -SEE PLATE 3.13-1 c0Ar,5E AGGREGATE CLASS I RPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) e X DRAINAGE AREA / (IN 0.C.} a1cE COARSE ACGREGATE��/ �-- EXCAVATED 0, FILTER CLOTH AREA COARSE AGGREGATE SIIALL 8E VOOT 03, 1'357 OR 15 OUTLET (PERSPECTIVE VIEW) N id LLJ C W Z O H � W Z V) W Z W O _J r U F Z Q V Z _ Q V Q Z � « W W ~_ ~ z cY � a v W • W � O 0C m W (A � W LAJ W Q O 0� d O O N � o a;O NM 1�7 :3 (0 V N U) ++ I (U (NO N t0 C (0 C W C Y D � O 3 0 > � ) C ® 0 *-' C °0- m a o C ° U°U'°v :3 C (n§ I�L_ R N O n M ��LTN OF � J U 10, "�,.SjONAL 9 O Z SURVEY: C.I.: Painter -Lewis. N/A P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: N/A 10/02 /01 SHEET: 2 /11 , I PIN 42-A-187 C. JOSEPH LIZER USE: SINGLE FAMILTY RESIDENTIAL ZONE: RA H1Rf �£NC£ / ODRAINFIELD Z AREAS SHOULD a / BE STAKED IN THE FIELD PRIOR TO ANY CONSTRUCTION/ in � r / EX. DRAINFIELD (DO NOT D/STORO) / n a ® PROP. DI-1 N NOT RESPONSIBLE FOR Top=907.25 ANY DAMAGE THAT MAY 21 "0 Inv. In=900.40 RESULT FROM FAILURV 21 "0 Inv. Out=900.25 __.FROIuT�THIS-fiAN4h-�--�_.-- © PROP. DI-1 155.85 r SEE MANUFACTURER Top=905.50 AND SUPPLIER FOR 18' 0 Inv. In=901.15-PROS€$"jSA{N'- TANK INFO. 21"0 Inv. Out=900.90 _ %(Subgrade: -12 ® PROP. DI-1 13,000sff CIVAL WAR Top=904.4 0 o � INTERPRETIVE SITE ESMT. '0 Inv. Out=901.4 =� 18_ _ Z PROPOSED LOCATION- 0 F HOLDING TANK ' FIRE SUPPRES: SYSTEM (BY OTHERS k PARCEL 1 11.77 ACRES W m N IRF F.F. = 908.50 (ACTUAL LOC. OF PUMP HOUSE TO BE DETERMINED IN THE FIELD.) PROP. SHED AREA (Subgrade: -10") 1 ® PROP. DI-3C, L=6' 1 Top=905.50 1 21 "0 Inv. In=897.90 1 24"0 Inv. Out=897.65 I f ® PROP. DI-38, L=4' 1 Top=908.00 0 1 21 "0 Inv. In=898.55 1 322.49____ 21 "0 Inv. Out=$98.40 lw O PROP. DI -1 1� Top=907.00 • 21.0 Inv, In=899.00 21 "0 Inv. Out=898.80 E DOUBLE GA ES 13,000sft CIVIL WAR 50' BRL AR INTERPRETIVE SITE ESMT. 4�-21 "0 RCP, CL. III 0 0.60% Slope 87.66'-21"0 RCP, i ® 0.57% :Slope i•> ,o PARKING S-ETBBAAC;K� }r , -�- F V �L1'C V. T. CATAGORY B BUFFER: '373.37 LINEAR FEET (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 EVERGREEN PLANTS= 83 (3 SPECIES) USE: SINGLE FAMILY RESIDENTIAL CONSTRUCT 10' WIDE X 6' HIGH EARTHEN BERM IN LOCATION OF LANDSCAPE SCREEN, ZONE: RA r 00 O PLACE PLANTS ON BERM AS SHOWN. C T NOTE: O / 7 PN 7 PN ---484.37' C 4 T fX WIRE FENCE SAN. SEW. C.O.'s ARE REQUIRED Q A MINIMUM OF EVERY 60 FEET Z 11 7 PN IN THE SEWER ` 7 PN 7 pN HE BUILDING TONCONNECTING THE SEPTIC TANKS N 15 ;35 26 " E 1127. 92 ' 80.00' 1000 GAL. LP TANKS - _ f X 50UNDA.R }' LINE _PR. R.O.W. J -PROVIDE SE -- - - TO I3E VACA7F ASRSHOWN. EENING SHRUBS ®PROP. ES-1 ®PROP. ES-1 24 "0 Inv. Out =897.35 15"0 Inv. Out=898.00 - - - - ---- - - ---- - - - - - ---- - - PR. SWM C�J r z Q POND o w. W N. N OUTLET CONTROL STRUCTURE (SEE DETAIL SHT. 9/9) 15"0 Inv. In=892.00 �j 'j 25' PROFFERED ACTIVE BUFFER 64674 AChf S 45.00'-15"0 RCP, CL. 111 ® 1.1 1 % Slope END CG-6 VDOT ----MOD. / CG-11 i �2.0'R � roe / i / END ASPHALT EDGE OF GRAVEL 4' SHOULDER 25' PROFFERED ACTIVE BUFFER Iriv. Out 25* PROFFERED INACTIVE BUFFER=gg1_50 25' PROFFERED INACTIVE BUFFER v � EX. CHAIN L IAIK --- 0) 'v I FENCE ^ z I f 4 41..01' e6 I !� SNfIJ 5' PARKING SETBACK C 15' BRL f . AR- O \ I E'X. ACCESS ROAD I / ti_-zi NO � -i ? O v (_' I � �`--. fX. CONC BLOI'K AR• AREAS SHOULD AND FRAME 910C / IN THE FIELD ` W/ TANK' ° 0' / ANY CONSTRUCTION. AR m z - DRAINI-Y-0 VO r DISTURB) ' I / I CCESS DRIVE T `R AR `� `J I I `� I NOTE: -12• «n 4 �•./ A SIGN PERMIT IS �- 10'x14' CONC. I l lJ NECESSARY PRIOR TO ./• PROP. INSTALLATION, CONSTRUCTION, LIGHT DISPLAY PADS Q I / OR MODIFICATION OF ANY ASSY. r-71�,� BUSINESS SIGN. E-j A AL Q --- �pR. SI ! SIGHT DISTANCE TO nv ut-`Ex, 40.84' 18" CMP -� `j.�• RT. 522 INTERSECTION: 892.00 ` 0 2.35% Slope 200 f_ I / INV, (890.65) NOTES: ROADWAY WIDENING INSTALL PROPOSED � cop0'R � /CULVERT #2 PAVEMENTTSECTION --� ° 50.00'-23"x 14" RCEP, OR MATCH THE EX. 50'R �' WSP �f CL. III ® 0.50% Slope SECTION, WHICHEVER i 2 OW_ rI Z IS GREATER. �o o / \ FULLY SAW -CUT EDGE Env. In- PROP. ROADWAY OF EX. PAVEMENT R. 4' SHOULDER 8g2.25 4 VDOT / \ WIDENING TO MAKE TIE-IN FOR MOD. CG-11 1 THE NEW PAVEMENT. po i I- � - PROP. i' �NCHVARK,l w 1 r l � �`'a PROPOSED ACCESS ROADWAY EX. ONAi PAD h' w�� / NAIL S /Ay WPP 1 \ W� M ;� �;�' ih. (Subgrade: -12") �') SIG AL LIGHT �MSP X. CO HEADWALL 1INV. (888,59) / F. EV.=897.�r. EX. METAL M E� NNCC 1 ' GUARDRkIL C�TROL BOX INV, $$6.46 ,�., , NOTE:' (T.B.R) (T B.R.) AT THE TIME THE PROPOSED ','l EX PAVED /F.X ELECTRIC (2) MSP h+/ ROADWAY METER Wf i WOOD p ST EX. METAL VDOT ROADWAY WILL BE rl (T.B.R.) SIGNAL LIGHT CONSTRUCTED THE 12' DISPLAY ( POLE (TO REMAIN)// :Q' STRIP WILL BE RELOCATED ON ®PROP. 0I-3B. L=s' / /45 Top=904.90 THE WINCHESTER EQUIPMENT 1 Ix \ ' P, 1 5" 0 Inv. In=899.35 PROPERTY AS INDICATED AT 1 `4J �C'c? 24"0 Inv, Out=899.20 THE OWNERS EXPENCE. l 2Q/ PROP. DI-38, L=6'o� 1 / l// Top=905.00 INV. (889,37) 12"0 Inv. ln=900.00 15"0 Inv. Out=899.75 ® PROP. DI-3B, L=6' Top=905.00 f / 12' 0 Inv. I n=901.00 I -- `�.� - - -- - ---- - -- - 1 �✓ IRE - --- 1 Q PIN 42-A-227 STEWART S. YEAKLEY USE: AGRICULTURAL/UNDEVELOPED ZONE: RA / 0, k 04/ /OJT_/'.00' N. / PLANT LIST r/ h I / _MSP IRE I 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 Toxus x media 'Hicksii' Hicks Anglojop Yew 4' ht. B&B 4' o.c. VP ^ 1 Viburnum prunifolium Blockhow Viburnum 4' ht.. Cont. 10' O.C. ZS 14 Zelkovo serrato Japanese Zelkovo 21 2" Cal. see plans S 153526 w SIM28 Plant size indicated are at time of planting. PIN 42- A-190 �"���^-w•-N-w,,.,�_ i d FRUIT HILL ORCHARD, INC. Ex TREE 0VE USE: AGRICULTURAL UNDEVELOPED / / _ - 50 0 50 / � ,' q PIN 42 A 226 ZONE: RA ROSEDALE PROPERTIES USE: SINGLE FAMILY RESIDENTIAL ZONE. RA Scale 1 = 50 f t 150 0I0 0I0Im w 0 U) w Z a- 'U' v, < `n w Z.. Z W Lo Q (� --5' O or a- 0 (� , v� c 0 Z LU z 0 w p a > Q 7 C) u z x o_ O O C? C> Lj ■■■®®®M® ZQ J CL U o � 6j J J H H CD Z cy- O Z V 00: Z Z o� F- N -� W M Lai LAJ = t CC Lf CC U :x Y U W � C> � W LAJ m M Liki V ? w Z Q lei_ 0 O cy- a_ Cj O O mi N N CL 0 N 1­0L U C N N N N a O ( W _y �' O 0 J 0> LL �- � C o� ° C.°'� - E a - C E Z0 C) l- a LL_ Li e QN 0 a n Z� l- L,J J Lv :DZ 0 0 ZZ Ow OP L,1 U TIMOTHY G PAINTER a No 260 $ � rJ� 0.1 6 oALSSIONAL 6: SURVEY: C.I.: Pointer -Lewis, 2• P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: 1 "=50.0' 10/02/01 SHEET: /11 I I i I I I r' / ,i /i / ' S JOSEPH L(ZER I USE: SINGLE FAMILTY RESIDENTIAL 1 { I { I `� i USE: SINGL FAMILY RESIDENTIAL -___ !f \\ '•�� ____• •--- -- -`` - o ZONE: RA I I \ { _ 1 t , ZONE: RA ° \ l� ' � r 1 =, �---�X � ONCE 1 \\ { I _ ( ------ -..._. ____-- - �-- ._---" \ .� � b°• -- � �* Ali , \~ 1 {` NOTE: \ `•� q / `\ 1 / '� "`- -..�1 :-„,„T�-- r r.."`"_-----•_-�9�=. _ N -- 1 � � SAN. SEW. C.O.'s ARE\\ REQUIRED Q III / EX W/RF FENCE \ {' /KJOTEy' / / �►--• �' 1' ` _ A MINIMUM OF EVERY �O FEET \ ---... may. T --- , \ IN THE SEWER LINE CO NECTING �6 D,RAINf`IELD AREAS SHfJGLD �/ / / / \ � •,_- .__ '•`+ �` � �- __7_ PPII � BE STAKED,IIJ THE MELD N -� THE BUILDING TO THE SIPTIC TANKS \� y h $ JIOR TO/ANY COI�ST UC� / / ,/ / / / - _ _----�-._ _ _.I_,,� / ` / ---�- - \ \ O V4, `o OR/AINFIEL� r--� -•, -- .__ _ __._ _ ,\ / •-'L`.` /-----�L ..�, / -`i` /RF - - .- __- �,�,. _.___ .- ___ .. -_ � � ~ / (DO NO D_ Tu a)/ /NOT RESPONSi L/E FOR / / (NI � X PIN 42-A-j ` \ o o ff`'�'ANY DAMAGE,. HAT MAY / / % ' / 91 \ / / CATAc Y C�BUFFE�/ ! Q SC 0 86 \ \ k R 3�JLT FROM FAILUIZ�I / w r / W/ 10'' WIDE MIN 'r _--[� now -I/ \ r LANDSCAPE �tREEN ! FR DERlCK COUNI�Y I o° O� / tv'`z - -i -_ - �OFit THIS fiAN - / / / / I / Pf�. LOADING DOOR p 1 .w t \ %� ( c, EX. CHA(A L/NK\ c� �V Q / / USE. ED CATIONAL ZO E: RA SEE,MANUFACT ER / / / / / t / ' / ` \ ` t 75' I�ACTIVE BUF!'Et ( II FENCE \ i A_ D SU V60 FOR / `\ t \ 1 N �j JAMi( IN = ' °cy�� Q 4i k / / / TRUCK LOADIN{rAREA \ t ) c ( , �y. f L 1f000sffiCOXL WAR, 1 /o / \ / ' \ \ \ \ \ \ `\ ti I 7 4 \)_47 / £T STONE / - -JLj N 1%liixl.3� E igof" / - � ��. >: \ � /�. � `. -L -- / \ 5' PARKING SE ACK ' ..JNTERPRETfV� 3f-fE ESMT \ \ •` � � � 150 'G�IJ � 91g.00. r / \ \ �75' GRAVEL DISPLAY �p� A K 1500 (� 1. � / Z ' I / / / \ \ y AREq - - - ►`�j PUMP T K / // 15' BRL �C / v PROPOSE l L0C7`;'tION / ;� / �� / / i , \ \ •07.9 - I i % ( QCDttj -TANK f ! ri \ S ( 1 i / / N, �✓ /� / c� !� H O i �..-,`' ✓ .- wi .0 .i � ' - / '_ -- \ 07. `� � � ( i ' AN. � r. rd PC SUPPRE / Y �1� \ \ \ \ \ \ / 106.2 BY OTHE DRgIfVFiELO ( I / T� / 1 /l / £X CC 0 &OCK / I I 1V 1 '' `\ \ 08.2 - / 25' MA L I `` OpRAiNFIELD REAS SHOULD �/// r 1` / N TASK E Bloc ,/ ' Q SYST� '- J \ � r � Dl$p Of (BY HERS) p/R,-.E-9P �q�'25� LAB S IIAKED I THE -! IELD- iI y { '72\� \ O , A - - 4.4 PRIOR TO ANY CONSTRUCTION/ i 8, 0 \ ' 4 ' PARCEL1 - _ _ ,r 4 08 >�3 "`_ \ \ PVC AN. 4pW LAT.,� 85 06. • ! /' I EXjDRA/NFItZD p5.35 ! 1 (00 10T '915mB,) 11_77--ACCES ' J SLOG. LAN Y ® 2.08,% G� / r - ( / 5 i l / 1/ i t C) I -� �f . 07.2 5 / I a �,/ / NOTE: i i i 06.7 05 9 41 / / I„ / •/ I o j I 4 / / i / A SIGN PERMITS � gZ FIRE �' . SYST� �:f ,�: -i P"IP{l�1G f / , � , .o �/ _ \ � ._. _ __ - 9` `. \ \ •7 \�G f'--�lL/ 0 5 �� � / / � �--.-r.,•' fy � O NECESSARY PRIOR TO OTHERS) ' - ` ! \ UGHT ( / 10x14 COf�C. }� 14 5.3 0 / / // PROP. f INSTALLATION, CONSTRUCTION, R. -6 - -- 8 1 /y �!'� / /Lo ASSY. / DISPLAY PADS �� / I I Pf�OP. PUMP , \ \ ` \ \ --/ r / / { / OR MODIFICATION OF ANY HOUSE BUSINESS SIGN. 7n ,- F.F.=908.50� 4 /' . ,. / � gR� ...�;• �_ � ACTUAL .LOC. OF PUMP ` > _.�- / \ % 5 �- HOUSE B DETERMINED LEC ./ WAS IR THE FIELD / TRANS r % AT NR` TOTAL PROPOSE �p�.� \ '� �, � \ �\ � �_ ' / / 2� 1� `�cp � ��� �' SIGHT�D�STANCE 0 � �. / C 1 / x. 40.84'- 18" CMP 8•, , L FLO p{�� `- ---• / �y �• RT. 52 INTER TI 1 5 %Slope TOTAL FOO�P AREA: 47,g$7 Su" `d -``\ �' �'� 6 �o /" R� 200'+ !vt (690 FSNOTES: ROADWAY WIDENING L ROAN RIN I AREA: 43 qq Ft. �qT otaf o -- / 01' y,! I ►NSTALL PROPOSED a:• \ STORA� E AREA; 3.000 55.29 • Ft -- -- - �` - j / ( \. / / \ / I PAVEMENT SECT10X` EpP r 6 - �5 25 i I -- 8R- NrATCH THE EX� E AREA. q� Ft W J i f UTUP,Fj I > • :w OFFICE AREA: 1,331.21 Sq• Ft. EN RR( /W _ �_ - - _ ?5 ( _ _ - - I/ PHASE/0 I �.:" .. �; CAi�l9P 4,475 S A"lCE 7A' - _. _ cr _ 1�1' WIDE ON . -pp�•� \ F ! t IS GROEATERHICHEVER ' _ _. I CZ `A, .. � H � AREA • 16 5 9 Ft, � / `{ VISPL. TRI i � _ � m STORA f3LDtl. ! . ,. a EIGHT: ON ST ' 29.81 Sq. Ff. - ® - / r � t I0 1 \, o USE: EQUIPMENTIORY, 35 Max. 23T ��1 -�-- - ^� \ 9 9' �o952s 1 FULLY SAW -CUT EDGE F \\ PROP. ROADWAY OF EX. PAVEMENT t -� U F.F. _S & SERVICE 22 .__ x , U ''' L, .` 9 `-. -.., � F �.. 22 ---"_ � \ UGE�'� � � PR. 4' SHOUL� �r ... � VDT i ,\ \ WIDENING TO MAKE TIE-IN FOR \ _o a ��- c HE iCy7-25' hfr7xl 4 • 08. $,' _ - _ `- _ \ /'xdr ROP. SIGN I \ �,,..�" - y cud \ CG-11 �\ THE NEW PAVEMENT. 1 I6 © 8. 75 AW V _ _ v°3 P VDO ' \ _ - [TG`E _ 08.0 / R�ssoR - _T sT r4.es`� _ ���\ Q UGHT, MOD oo� , �' l �894--�-G���e 1 8• oa:o 8.3 +`r ��' to - _ \ t / T 08.5 8' __� // / Qf .�`'� �'I� \) .5 I r l �I PROP. SIG3N \� .85 BLDG. CANOPY _ _ 08.7 Ll HT PR. G-6 i ` / l •l / i \ NCN ARK / ~ 1 ` 9/- PROP. cL.� W I - / / I EX. 0�Cj 4 1D h �• 2C WE 1 ING I i \ \ 4 / / �'�. ,,� \ / 2 NA/L S 01 bKP1� / W) Mft7Al \ ��, / j I � _ tip _ SIGNAL AL INV. (888.59) \. / l /�� !l _ - G=�p97..50 I I GUADFRAI{ ) CO >RQ� B0 1TtV. r 88s.4F�DWALL 06.7 05.9 7 ��. r ' NOTE: l�t:' (T.B!R.) I \ / 32 I.B.R.) r \ pR Tr 07.0 \ R. Cry / / \ / `�f ' � /EX. ELF iRIC� 91.8 33�� 5.4 c� AT THE TIME THE PROPOSED O' E PAVE ,(2) MS p g. s I N / 1 EL 5.3 / `�� VDOT ROADWAY WILL BEADwAr / /x. METAL Q ENCE `w 6 u.QL _ GIB. I I T �y R F �.j �' r I �( .B.R.) i woQ�, f' sT/ �� , ra j / SIG04A1 LiCHT, // c, \ oOueLE Gy - - - - L N 42 \ 05 'CQNSTRUCTED THE 12 DISPLAY / I rr 13,000s CIVAL WAR 50 BR L / � _ - - 07 0 4 ,Y t / U J STRtR WILL BE RELOCATED ON "Il / //II r Gfi0 RFMANV�// . / 0 06. �' THE WINCFi€S fER EQUIPMENT I / *INTERPRE VE SITE ENT. , / . / I - _ -QQ•- _ \ ,/ PROPERTY AS INDICATECAT' _ 11 /j ; I END cc-,s�o �ti�i \ r� 1 THE OWNERS EXPENCE. ! /o �Y'�/ ���� 360 / r \ \ / MOD. /G ' 889,37) PARKING SETBACK / / � _ \ _ _ !„ \ � / � \ _____ / c�; / � � ,�• � \ 6TDRE' - 900 SIG o. y i , \ r_ - t \-• \ \ co APRX. LOCATION OF_-(2�- 8 p6.5 / - 1 - __ \ �• / / /// �✓ / \ / 8 .00' �, rn 1000 GAL. �l P. TfcNKS -f ) /, '� \ X IRF / / R.O.W. PROVIDE -LANDSCAPE - 06.0 ` i \ / } / // / / / PIN 42-A-227 \ / SFE£NING SHRUBS ` I i \ \ i ~ �/ / / / / f 1 'A sHowN. / STEWART S. YEAKLEY `-9 i T AL/UN DEVELOPED \ \ . oa-- USE: AGR CUL UR END A$RHALT ZONE: RA I rr PR. GRAVEL / i/ ) / i '` \� ' I -- i F I ) / / �• / _ _ _ - ` T&N-AROUND EDGE _OF/ /GRAVEL �.20 4'H� LDER �+ / j PR. SWM /� PONE, ��9� � \� � ., \ ! j ; ' •` ` , _ ` j// ot CL N \ 94 t ! 25' PROFFERED ACTI J BUFFER _ -- 25' PROFFERED ACTIV"UFFER 5. PROFF RED INACT4 BUFFER i / I - �- 25' PROFFERED INACTIVE BUFFER `� � � i o S� - EX TREE IINF PIN 42-A-190 FRUIT HILL ORCHARD, INC. `�.y�' £r rR`E l/NE 50/ 'r _ _. _ � _ ._._ `-- - 50 150 USE: AGRICULTURAL/UNDEVELOPED / !J /, PIN 42-A-226 ZONE: RA / / ROSEDALE PROPERTIES USE: SINGLE FAMILY RESIDENTIAL ZONE: RA Scale 1 = 5� ft~ PIN 42-A-187 l/ r C. JOSEPH LIZER } PINT 42-A-184 I _ CHARL \ \ _`' --- II I EX ACCESS ROAD I \ 1 \\ I Ct W z 0 Cr W a V) r 0 4, � 0 0 cJ Q z L.0 O r` �7 t Ly 4 z c� z x a N ' LLI ■■■■®®m® Z V CL Z N Z ..r U �' Ix I- IIIJ w W C :2 LAJ a'" = N_ �► � U CW:► a mid ' . � V OC LLJ m _ W Z W Z LA_ 3 � O W d o 0 ■ mi N N , ' O N E 1m: � (0�� (n N � t\ o U +� I N C N N a � c �(0 a> LOL mj Y. � � a •v a LtJ m ° ° E - r L a N ZO � a F-- IL E t.iJ QN O o. M CD U) zth f- W Jw Y) ::) z 0LU Z 1,TH OF " f " TINOTNY G JAINTER a No. 260 OSo4f 0 2��w �19S1 NAL 'd SURVEY: C.L. Pointer -Lewis, 2' P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: 1 "= 50.0' 10102101 SHEET: 4 /1 1 I PIN 42-A-187 C. JOSEPH LIZER USE: SINGLE FAMILTY RESIDENTIAL ZONE: RA TO PS MU �6 DRAIVIELD AREAS SHp6LD �! / / PA ,STAKED /TN THE FIELD / i Pi IOR TO/ANY CON'STRUC IN / - i�t £X. DR 4-ILL D / `o / / / (DO Nc7l�DISIiJRBJ/ TO P NO "I RF1SPrsN51�LE FOR / ANY 6AMAGE/ THAT Mf�Y' R �_:/,ULT FROM FAILIJ 9� 1 , i SEE_MALIFACTURER -A7;lD SJIM. 6tK FOf? / TRUCK LOADING -ARIA J ff000s11;-CIVA_C WAR.- 7 - / l / / ✓ ' i -INTrRPRETIVI; SITE ESMT PVOPOSE LOTION } n� -` y II _ DING TANKr a / i Ip / ,FIRE SUPPLE s1 N S r- i6x OTHERS) YSr IP \ > _ PARCEL 1 ( OTHERS) " w - r TO PS fyfU / Nzx ca / 'Pf 6P PUMP f �� HOUSE F.F.=908.50 C / (_ACTUAL .WC- OF PUMP m IN° SE FO FIELD.) DETERMINED j I TR/,, olirnrJ� TOTAL PROPS v c �' ",w '{ - �OTAL LOUH ARE, CO TPRIN T MLZZANINE R STORAGE o ,r z «. I I I.ITURFJ :`> i," �( CE A RE z U, I/ PHASE/? �.,� CAN REI m r w - AREA j STOR B!_DG. /. a U.S(; EIC,fJ I' �QfdE,. I 5 000�f , EOUIPMEN t F!E. 905.15 F.F. 2_ l6 / HEIGHT=25' '), u. ` _ PAS o PRES;OR TES7 6, j� ti. s - -_a_.. TO PS MU 1 / ROOM PROP. CL.,, 2C WE I IN IPop EL t 3 F �1M \ ENC. A OOUBtE G 6� '- 06 T _ 13,000s'\ CIVAI WAR 50' BRL \INTERPRE VE SITE FIVT. \ 02 PAR / V A KINACK / OOOP °° ° \ \ PS MU °o°p000p APRX. OCATION OF__( \ \ \ \ \ N If, J5'26" E 1127. 92' 8 .00' rn 1000 GAL. LP -TANKS FX. 60UNDAR) LINE R•0•W SC EENING SHRUBS \ \ TO BL VACATED SHOWN. \ \\ 900- TO PS MU -- �' 'T- PIN 42- -184 \ \�` --- --- --- -- --- A '�•-_ f CHARLES JOSEPH LIZER " �._ `- £X ACCESS ROAD I I ' USE, SINGLE FAMILY RESIDENTIAL I ZONE: RA NOTE: / SAN. SEW. C.O.'s ARE REQUIRED Il -"` £X. WIRE FENCE Q _ -7- T ___7. _ A MINIMUM OF EVERY 60 FEET Z IN THE --±13'8RC ~"�` �--- ,. ~"■...+=-•..... r r + /T "/ `-` THE BUILD NSEWG TO CONNECTING SEPTIC TANKS f 3. -�k� h o f k v w +� v 0 PS MUQ- ti I / / / J f PIN 42-A-186 / f SIC OOL BOARD / carAGo�Y C BLIFFEF� 1�' a IF oW/ 10' WIDE MIN , S �FR DERICK COUNY o° � %�� 1 N / I LANDSCAPE SCR�EN EX CNAIN L1Nk' -� c\ ^ / N Q 75' 1 ACTIVE BUFFER I z / USE: ED CATIONAL Z FENCE � f �,z) 0>�'VE: RA Q a x 1 _j cy�� -Z STONE ( N 1Tyf y ' 19.Of' / / )r `''' . ;d � l� " z ,� r\' \ \ \ 75. GRAB S PT1CO Gd�jl. G / --� �- �-"_----- CRAY £ SN£ PARKING SETBACK !EL NSPLAY An(K 1500 ARE' PUMP T NK / TO PS U / ' / 15BRL \ I J SAN, \ ( / BY T. Td DRAINF LID ( TO S MU / �o I J orHE s £x cave. &OCK GR.4V t I ` �DRAINFIELDOAREAS SHOULD /' ~- / / DD AND FRAME 81DC/ / ` pR E0P / ' 25' Uf plat l J STAKED IN THE FIELD / J W/TANK / I Q \ O / I I IBE c ' fl / ` STRip PRIOR TO 4NY CONSTRUCTION/ \ VC SEW. I , I £XI DRAINFI£LD s 40 (Da NOT D/STI'RB) To P Mu l of % 0 i1 f ._j /J NOTE: / -.J A SIGN PERMIT IS JG P LIGHT - IP O �` / `---- / � t0'x14' CONC. I � l / fiy NECESSARY PRIOR TO I o / f INSTALLATION, CONSTRUCTION, ` IGHT / DISPLAY PADS -_ PP.. G-6 ----- '- / / ASSY. / 'S° \� / 1 OR MODIFICATION OF ANY \ -M1 `+D1 / / / CI BUSINESS SIGN. CD P. J11Q_ - r t I IUILDING /SGHT USTANCE 0 /. G �Ex. 40.84 -18 ' CMP f O ,0• RT. 5212 INTER CTI P o 02..35% Slope Sy.. Ft T _ _, jCD INV. (890.65) NOTES: ROADWAY WIDENING / % f INSTALL PROPOSED 000 S FtSy Ft. - - ->18 _ / 1 / "x. Co / / f PAVEMENT SECTION j Z1 FOYER/ ® W _ /W i! f ` E4P L '� OR MAT WHICHEVER X. S Q• Ft. ENTRANNCE 12.21' 2' WIDE ON '. 2g.81� cq. Ft. QISPLAY T \ P p (:IP / `� IS GREATER. Y, 35' 1M°Y t o _' `-- 23 23 / a _ TQ P �! \ r U Z y FULLY SAW -CUT EDGE c4C STEP / "' o GE i -A "-5 OU� r "' -'� / \` PROP. ROADWAY OF EX. PAVEMENT V CE 22 ... ° MOD. \ WIDENING To MAKE TIE-IN FOR VDOI ROP. SIGN I SIF ''• 30.0 °o� CG-1i 1 ` THE NEW PAVEMENT. PI0'OP. V001 \\ HT MOD, / '� PS MU 8 -- ° o° - R o / �ISSY )� ���� �.1c � / ,�—\ PROP. sIG� '/ / // / \ ~ -. �N A/ARK / Ott � 4 IP �'� I / / \ 2 NAILS I04 � 1 _ l ` w1 METAL .`� / g _ E /i1--89750 1 EX. ' } SIGNAL LIGH INV. 888.59 ��q0�y� ( ) I I GUAIDRAI(� CO�J`(ROL B0 INV. C 686.46EADWALL NOTE: l ( (T.a�R.) 1 / I 1 (X.B.R.) , AT THE TIME THE PROPOSED �Il E�{, PaVLd f E ELI CrTRIC (2) MSP G) ! I R ADWAY i M TAR / EX METAL 7 ems/ SF VDOT ROADWAY WILL BE 1i (f B.R.) ( I w01 P sT/ ° SIGNAL LIGHT, E 42 \ o / �` / / ,� �C%TRUCTED THE 12 DISPLAY oo i 1 J POLE 7� ! ip 1 �� +/ b STRfR WILL BE RELOCATED ON(SIP � (To RE�aAuV�i, ?� o` THE WINCR€S-TEREQUIPMENT \ 0 \ / PROPERTY AS INDICATED Ai- END cG-6 , THE OWNERS EXPENCE. \ MOD /� I !1 `\ // � o°�j'10c�� INVI(889,37) -.�p�-- \PR. SIGN / / IRF /\ / _ A r � / .._. � .,- � � ._._ + _ PIN 42-A-227 /' \� , + / / / . STEWART S. YEAKLEY OP ��..► _ ✓✓ USE. AGRICULTURAL/UNDEVELOPED / - ' r I -� / / i ZONE. RA FEND A�PHALT / PR. GRAVEL SF , TURN- AROUND SIF E'bGE OF GRAVEL SF ar USF 'k ' I / `� T- 4SH LDER A� �` _ - f / r / `I/ f // j // / f� 0. . . . . . . . . . . . . . �ti I / TOPSOIL STOCKPILE' _ I TO PS MU * \ ) J 1 \ J 25' PRO�FERED ACTI�j P,I.IFFER I Ji PROFFERED INACTIVE'_ BUFFER EX TREE 6%N 1 50 0 50 I I Scale 1 " = 50 ft 150 Y / / / /✓////; i SF TO PS MU /O / 8,4674 ACRES PR. SWM ` , \ (/ / / / �/ / /`�eh/t\ / EROSION & SEDIMENT CONTROL KEY IRF CO O ° 25 PROFFERED ACTIVE BUFFER y \ II //`///✓/J /I // 0°0 J- J �— 25' PROFFERED INACTIVE BUFFER P Opp° O J /� I ( ' /^ - +--_..•^+-... -..-.- � 1 � f / / l / / l / S f5S116�'`-il' 2ls + -- — -- — / PIN 42-A-190 FRUIT HILL ORCHARD, INC. EX. TREE LINE // / USE: AGRICULTURAL/UNDEVELOPED V/ PIN 42-A-226 ZONE: RA / / JI ROSEDALE PROPERTIES USE: SINGLE FAMILY RESIDENTIAL / ZONE: RA J 1 f I 3.02 TEMPORARY STONE CONSTRUCTION CE O o°o°o°o°o°o°o°o°o 000°0000°oo°oo°oo°0000 N0�0�0?0?0202020201 ENTRANCE 3.05 SILT FENCE $F X X X X 3.07 STORM DRAIN Ip INLET PROTECTION 3.08 CULVERT INLET CIP PROTECTION 3.09 TEMPORARY O DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET Op oo°000000000 000 °oo°o;°00000 PROTECTION 3.20 ROCK CHECK DAMS 3.30 TOPSOILING 3.32 PERMANENT SEEDING (PS) PS 3.35 MULCHING z 0 UJ a q cF-n r�-n- z Z c z W O O z U-i p t� C) a > z 4 0 z x Q ri c.i �` • �� 0 O o M � O U Z Lai =r Z 0 ad w J 0 f= 0 z Q LA.J 0 Z U CL Z N I— —� W Ix 1LAj La ��W� Q LAJ ex W = � Ne V ce LLJ _ (�/�j W U Z � � Z Q w 3 c� O 0_ 0_ O O N a� +� O � (.0 N � 0) 0) E 0 (nN r-r, 0 C60 N � � I U N 4) N N (0 . � 0 � d Co � � C W °' t 0 O 3 J o> � �-.- ' � L 41 C 1 C 0 W mN a) Oda s . U C V N E �' � 0 Y) �, a �LLw QN O a� () V) z F- Er J w �w V)z pZ Uw ,0H op , c� TIAi(iTHYI6.,"00 0 a No. 264 G SSjONAL SURV� EY: 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 1 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% GREATER 1' 1'-6" NE4 EXI tm.h INS.. ! FILTER FABRIC SECTION A — A NOTE: ` SPILLWAY ORE HERBAGS. STRAW BALES APPROVED METHODS SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) \ TO RUNOFF TO BASIN ASJHANNELIZE EQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. ' Q I ! FWW now Q ryO `i {''` f�aRti�;r r�D . 1*r,fy9a^•��T'd„lX;'irt�o^tti�J�.,-rna; R •rif`tk Y 'YS C�. �D!. K. z,•�y 1""' 1 c/�,_,c c"�r ..,�:t trk J t� 1• f ,�F�i'�f2C?^ I �Ik wa3� I r TlX . �yt^�Ti� �41rs� ,,, I''t;'(ldJ•,, d to-•'�" J �. 1 fT` � ,"1 t� i r4 ;( 1'f'�, Ci ��tf7 � J Il � *t It ,� a j-_T T< C1 ArF�r•{ A 2" 3" COURSES 5 TRASHRACK W .r AGGREGATE`' (Y 1 01 MIN. 6 THICK r tat O t r, .i�f',' 6 J' M r.i (r''JJ•..y,i' .�an} f C ryI�'i ham+ y1.\ Z DIVERSION RIDGE F__ (n X Li.) •- 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 CLEANQUT 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 STEEL OR WOOD POST STEEL OR W�QD POST 3 HIGH MAX USE FILTER FABRIC WITH WIRE MESH SUPPORT I"--nj 14.� FLOV r.- FLOV 10 FT MAX SPACING WITH WIRE SUPPORT FENCE 116 FT MAX SPACING WITHOUT _--WIRE SUPPORT FENCE PONDING HT, PONDING HT. FILTER FABRIC / ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF .F"—'— g" RUNOFF (RECOMMENDED) STORAGE HT. • '' K" 12" MIN. 12" MIN. I 4"x4" TRENCH GRAVEL WITH COMPACTED 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 REMOVED SEDIMENT 2 E EO SED EN SHALL BE DEPOSITED TO AN AREA E THAT WILL NOT CONTRIBUTE LL 0 CON BU7E SEDIMENT OFF -SITE AN PERMANENTLY S E D CAN BE STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. DSILT FENCE GRA VEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN. — GRAVELt (12"MIN. DEPTH) RUNOFF WATER WITH SEDIMENT .mot;:, _ _ — 'III�IIII SEDIMENT WIRE MESH 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. z 01OMPAC'TEO $OIL. Ga .f-- FLOW (1=1 I I-1 I IM1 II 11= W„ IIII,III,,,III,; III„ IIIIIIIII ,li!„ IIIII1I II,,III: 4,5' MIN. 6�n "rC'kJ0n0 A0V n1%JrDC1nK1 nivc ** COARSE AGGREGATE SHALL BE VDOT 43, #357, OR #5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL LENGTH ON IFT.)= 6 X DRAINAGE AREA (IN AC.) I' Min, DIRECTION OF ROUND ** COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 RCD SWM POND ROCK CHECK DAM DETAIL - - CLASS I RIP -RAP DIVERSION -- DIKE u r• F� w s �ti r �4 ro � g h M S �+ 1 I , A Y.� :F7 �t FILTER CLOTH EXCAVATED AREA COARSE AGGREGATE / 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'S (100'x55') 2 36' 2.5 SILT TRAP DRAINAGE ARENARIBUTION 4257 SO. FT, 3193 SO. FT. VARIANCE REQUESTED: SILT TRAP2 3.53 AC. (75'x6O') 1.5 (75'x45') 2 21 2.5' SILT TRAP CONTRIBUTION DRAINAGE AREA ft 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. ..... r....- ........-......- M ACC 1 AID DAD SECTION A— A SILT FENCE CJ UL VER T INLET PRO TECTION ENDWALL -------------r--v ,----------------- ---- 1-1--- T- TOE OF FILL ---- I -t —_ CULVERT 1 I I I of � 1 _ 1 I -- ------ -------Q--r------- --- - ----- ---- LTOE OF FILL SILT FENCE -- "DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT - FLOW OPTIONAL STONE COMBINATION l.o• Ls FLOW VDOT #3, #357 OR Rs COARSE AGGREGATE TO REPLACE SILT FENCE IN - HORSESHOE - WHEN HIGH VELOCITY OF FLOW IS EXPECTED 2s CLASS I RIPRAP GRA VEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER RUNOFF WATER a a e �o o 0 4. 12" 111111111 CURB INLET SEDIMENT CONCRETE GUTTER SPECIFIC APPLICATION / r —12"- — WIRE MESH �- FILTERED WATER 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 :FLANNEL L a --- 0 —. ICI d SECTION A -A FILTER CLOTH KEY IN 6'-9'; RECOMMENDED FOR ENTIRE PERIMETER T 3do (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW —� L a 0 % — d SECTION A -A Tf FILTER CLOTH KEY IN 6'•-Y': 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 o Ln '< 2 E Q m w. V k'. V z J s., L1.1 W - !!!III!! 01010110 O Li O Z V)W .� Q W� j d Z Lit O F= V) O � z W Q d Z V < Q N O d O � 04 � Z L 7 W W LAJ 1-- 1— ci L Lj � V) C O m LLJ Lai = W Z Z W LA- LLJ L2. � TN Olr" D � I U pmm a No. 18260 IONAL 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 SECTION 1 -- - - - - - STORM SEWER PR®FILE SCALES: (H) 1 " =50.0' ..._.__.._._...._ __......__--- -.-. -__...._--____.._.__._...__-._.. ................_...__ __._.__.. _..... ....._..._--.___._ ._-..__.__..--..._._ _- . _-_._-__. - ._.. --___._____._.__.._._ -__._.___------- ._ -. .--_.-._..._-_.._ _ _____--._--.___ __._ ._________-. ___-_.__.__._________ _..-_.,.-- ....... ­-.­.1­.____'­1'1­ I...--,-�--.�-...-..--.--.-.--.".. --.--�-..�.---.---.--....-.�...-.�--.-.,-�.,.-..---.-.�,-.----.---�,-----�.-,�---�-.-,..., ._..._._____.._...___......._....._-.. _. .--.--.-.----.-,---------.---.-----------I _-_ - __---._-...___._.._ --,-.-.....'�--.-..-----.,-,�.-.-.-���.---.�--l.... � _-....._.---_. ­11- 1. ... ------ __'._____-___ - ------ ­__.___.. .. _ ___­_­­__­_.­_ .'­__.'_._.. ­­ ... 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'.___ '.-.:_. _..._-...._.,__- _....__. ___.__ ...__.___-_._ __-_._.___._..._-_--._._.. . _._.._._.__._.-..._..__.._..._.___._.__._..._._..._-.._ __._.__ . _...___..___ _.._....__ _._._______. -_.,-.______.--_.__..._ __-_.-._ ___.._.._____.___.___... __._.____._.___. __.._._._ ___.. -.__ _._._.__..__._-__.--- _. _-..-_-...--._-_-_-._ _.._..___ _.-._--._ __ .__ __--..-_-- .. ___._.__.__._._ __ ..,,-_--_____. _PROP. 36.00 =18 RCP, -_---.__..___-.-.___---..-..____.__.__.__ ___. CL.III @ 0.69% SLOPE PROP. 41.65'-21"O RCP, --- 895 -.-.. __.___ ....._...._. __.. _......__ ___ _.__.._.____..__...._..___._....___._ t---I.- ._._.._.._._____--_---.._..__...__._--.._.__..___.._____.__..._..-_...__.___......_.-_.-___ CL.III @ 0.577SLOPE -._.-___.-___._.__.-...__..__.._.__......_.__ _____._._._____ _ -______._.._...__-_--__-_--�._,.-._._____ PROP. 87.93 -21 O RCP, __ ---__._.-___-._-_._..__-._.-_..-____.._..r 895 PROP. 87.66'-21"O RCP, CL.III @ 0.577 SLOPE ___ ... .­_­1­­­--­­___­­.__­__ .. - ____....._.-....____._..____._____..._..____......._____.__..__.._.-_. CL.III @ 0.577SLOPE _....._ _......_ __.. ..___.__.. ___----.------_..__ _..__-_ .._.______..-._.-- _.-_----___..-_-----_ ....____.._..____.--__ PROP. 248.00'-21 "O RCP, --__.._._____.__._..___. -__--.-__ ____.__.. CL.111 @ 0.507SLOPE _..... _ ....__. __..._._ ...__ ....___. _..____.._._.....__.__�____.__...__...._.._.. __..... 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EXIS TI -_...____-_.-_._-.-.--..._..--__..._.-_...-...__._.-._._.... GRADE ___..._.....-__._._. ,.-__--- _... - .'XIS'__ -._ ._.._ _ -__._.__.__7------------,-----------.-----------------------------.-,---- gio PROPOSED GRADE ._ .. _.._ .._. _.--_ __..._._.___.. . . _..._._ ... __. ___ _«_. _.__...._ ._.-_._ .r_,._.-__. 905 . --.-_.__.-._.-_.._ ._..._..__..._-_-_.-_._... --_._....-_-.._...._--..__.--.-.. -____.-___________________. 900 _.._ -- _ ___ ._._-__ PROP ._..._._ 50. _ _......_ - _ ._.-.-..-__-.._-.__..__._.. '-23"x14" R EP, _. u.__. 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PROPOSED ._-.---.._._.._..-...___.. GRADE __.._.--..._.-.-_._.--....._._ _. 910 __._.__._---____._ ._____________...____._.______ ._._.__.____________ __ - ___.-. _ .-_.___-_._._-__-__ -_.--_-.-_______ ---.___..__..-_-..__. _ __-______._-_--__.__.___-__-_ 910 _.-_ ____...__---_..-._ ..._.._.___..__-. ---.._._-__._______-__.-._._ -_- --- EXISTING __-..__....._-..-_ .-_.__ GRADE .-._-.._-..-. .__-_...-..-...... -.--._.--..._... __...._.__.....__.. --... _ -._.._-.- ____--_-_ ._.._ ___._._...—.---._.- _____-.---_.__.__...--_. __-_-.._--..__.-._._..-__ __...__---_.__._.,.._ -_._. _---_-._.----.-..._.- 905 -_._._.__.._-.._.-___.__._ ----------- .______ ___._.__._..__. _---__.__________.__.._____. _.__.____ .._._ __ ._._.__... ___. ____._ _.__.___ ___.._. ____..-..__._.__._..-- -_______.._. _ _._-..__ _..__...____.._.._.___ ______._._____._..___.._._I_ 905 900 __________..______ __._ _.__.______. ,.._.�._.._._.-.__.__�.__ ____'.' --1------ -.._..______-.._______.- ._.._._...____..._.._.._.___ I _._._.__._ ­1. __r._.� 1-7�' __ _. __ . . _ ,_.._.... _-_:_ :. . ... _ __ __ .- .. .. _. _. .,-_ _ ;. _ ._______ ._ _.________ v 9 V V - � . ___._.--__.._.__ . I ___. _...._..---__.... _- .....:. ­_7 =_ - ---__.__._.___-_.__.-.__ 7 �:'. .' - _ _._.-_._.__._.. _.-__--.._-._-....-- _ _.- ._ __.__ ...___ -._ .. _ __. . - ..__-__-_._..___ ..____ .___..___ - ..-.--.__.-.._._____._..---_._.--._..-_--_.....-._..__._.---.____.._._....__ ... ___.__.__.._._ PROP. � 194.00 -12 . O RCP, _._ .__. .._..-___...._____..._ _. .._.__ _._ ___ __.. ___.-_-__-.---- ___.._-- __-.__..___.__ -___ -----__..______._._ __.._____._..__._.___ __._._.___._____._______.. _._. ._. __.._-.._._- __._.._._...__--.- _____ ___._- ___.__.. CL.111 @ 0.52% SLOPE 895 __..._--__.___.___..._....__ __.-._—._._.__.._..._. -__-_.-...___-._-_--_ _._-.._..__...__._-._.-_.--_..-_-.____.-_..____.... _.---_._-.. _..___..__. _._ ..__.._.__.-._-..,-__ _,.___._--_,.__.,---_-_._. -._-_.___..___..._._.�___ _._... __ .-.....__--.._--.._ ,." _..._______w_.._- - _-_-.___........ ___._.__ 895 PROP. 224.00'-15" O RCP, ____....__ _ __._ _ __ __ _______PROP. 39.43_ 15'� RCP, _ _.-.--_____ .____..__ __ _._..__..--.._,___.__ ._____._._.____._._.___ _-_-_....._...-.-_._.---__--_ .-.._.__-.-.-_.-_...-.-- .__--.-._-_.______.,._..___.__.______.___w_____.._._.__ CL.III @ 0.56% SLOPE CL.111 @ 1.01 % SLOPE ___-___.__ _ .__-_ _.-._-_.-__ _._._-----_----_--_ .-.-_.___. ______. ----_._.-.----_._.-._...._ __ -.---_-_ _-.. _-_._ ---- _. --___ .__ ___..__ _. 890 -.._.._-._...-.-_...___-,..-.-. -._..-..__.-___.--.._.__ __.___._..____..___.. _--..-.-.-_..._.-_--_._..__:. _._.._.________._ .. _._____._._..___._..._______.__...__ __. -------- _____.- .___-__--____..._......__--.__.._w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fb M --.--.-._-_ O _ __ _ ..- ____._.__�.__ 1-0 «5 _. . _-_._.-_ _. -_.__-.___.--_--..-.-._-. __._._...._.__.___._ ._ -__--..-..--__-__--.__-__.__..._--_-.._. ___...._.. ._ ._ _..__ -_ . ._. _._.______.._-___ ..._ ...(Xl _-.____.___<.-.... _ .__-____.__ _._ I 00 rh � O GSA O w __. ....... __.__ 00 __.__..-_,._-.__-_-__._...-..__-..--__-..-._.._._-..—.___.___.___.__._.__.._...__._._.._________._...._______..__ 0 rn 00 17p - O °0 .--_.-0--_.r._-_..____-_._.._.--___-.... Uti .__-__-___._-..._--._._.__-._....__-_..-_,-.-.._ 0 ___.__._ ca .....___...__.____..__.__._._.._.__...__.._ Tn 0 0 O Oz0 O Oz0 O Oz _. .-__...IY- d .. _,_...___ » __ft� -_-_-._--.-..__._-._.__ » ...__.._.___._.___--.._._-__ ___._..-._ -. — O� -- __. 4� -- _ ____ _ ___...__.______...._ d)— ___._.-----_.____.._ _..___.__._.__..__.__—Q. 0 _ __.__ _---___._._. --__._.__.______ _... ...__._._--._-._._.____.__ _ _ ___._.____ .____ _ _.._.__Q .._ _._____. • n _� _____.. i >� � ___.--___-_— _----_w_.__..__._. o. + _ - N + F- •-- N I + F- <-- 10+00 11 +00 12+00 13+00 14+00 15+00 U1 U - i- n tCD (XI w z c1 2 W z C1 0 < c -) u> w O < *cr. Q_ w 3 J f J J'-I d � Q (n r- U) (n L ) U Ld G z o r r (n 0 z L a 0 , +�, u t 4 lc F_ CV Q t f �� • O 0 f Z W W W J O a.: d: O (n LjF- F_ 0 z Q 0 F- :z U_ Q a.-O Q a-- - Z 0 Ej CD U ck: 04 J 11- W � 0;:: >- a-�-� W or -< 0 � W mU e t'' . O le v � _�0:� O LLJ W m n = to W W Z U ' Li W _C 3 O tz 4 cj oo • N.� �o rnr') E I � r o v% N I U N N N c N d (D (0 C (n E ,---, O O mi I -0 t md N c Qj Q umQ) oE.. .Z V Q ( d �0 § I_ LL W . QN O A CL n j!r��ll III II!I�I ! 1�!IIj�IllI='1' z it , ' W I it �tr, 111111 (/) 'z i f 1 11 i t Z II I 1 I z it I i' i i �!i �W U A� Tli op- YjJP a f Q TIMO G. PAINTER a No. 60 10 t SO 4Z �w 1 �SsIONAL SURVEY: C. I.: Painter -Lewis, N/A P.L.C. DRAWN BY: JOB NO.: TGP 0009005 SCALE: DATE: AS SHOWN 07/05/01 SHEET: 7 /1 HDCP SYMBOL (WHITE SOLID BLUE BACKGROU 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. °" PARKING 12" x 18" STD, 12" x 6" STD. STD. U-CHANNEL POST _� PROP. GROUND III_) II_ RESERVED PARKING VAN ACCESSIBLE FIRE LANE SIGN N.T.S. PARKING I 12" x 18" STD. FIRE LANE STD. U-CHANNEL POST PROP. GROUND 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 30" 3' Min. STANDARD PIPE BEDDING DETAIL WATER MAIN SANITARY SEWER PIPE N.T.S. CONCRETE DISPLAY DETAIL 8„ g„ N.T.S. III O.D. II EXP. JNT. MATERIAL AS NOTED FINAL BACKFILL 11 S ON PLAN Slope: 1 /4": 1-0" I III ilil CAREFULLY COMPACTED 24 SELECT BACFILL O• 000 0 0 0 0 0�5 0 O OTO O IIIII _ C..... 0°° 0°0°0°0°0°0°0°0°0°0 11) 6„ CG-6 or CG-6R (Typ.) ..... 11 0. D. 4" CRUSHED STONE (3000 PSI) 4" CONIC STONE AGGREGATE ::::'::::.........::.:. — :.•:. :. 6., 6"x6"xW1.4xW1.4 WWM I I�:::`:::�:.•._ L�1�JL�i COMBINATION 6" CURB & GUTTER N.T.S.. (SEE VDOT (CC-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" I- 2QD ,`}7 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) 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 STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL, SCARIFY ROOTS C BOUND PLANTS. COMPAC. "., SHRUB PLANTING BED FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE SECTION 1-O.D.-1 TYPICAL PIPE BEDDING DETAIL STORM SEWER PIPE N.T.S. " hopco NO. 11-251 OR EQUIVALENT SINGLE OR DOUBLE STND AS REQ'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 PIPE47 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. 4- a� Qen 11 4AAI�V REBAR-3" MIN. CLEAR ETE(3000 PSI) 4' BAY4' CONC.#5 REBAR ®s"CC EACH WAY CURB DUMPSTER ENCLOSURE & - FENCE DETAIL N.T.S. _--— 2x6 TOP RAIL 1x6 BOARD, FRONT & BACK TOE NAIL EA. 1 %6" W/ 2-8d NAILS (EA. RAIL) 8'-4x4 P0S 2x6 BOTTOIv ATTACH RAIL pRnp rRenr W/ 3-1 Old (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. N MIN. TREE PLANTING SECTION 5''7" END -SECTION 12" - 60" PIPE OUTLET END -SECTIONS ON INLET END -SECTION x — — E CONCRETE TO BE LLL 4000 PSI MINIMUM PLAN 'RFCTION X-X DIAMETER OF PIPE \ + I E END VIEW END SECTION DIMENSIONS PIPE DIAMETER I A 8 C D E 12" 4" 2'-0" '-0" 4'-0" 2'-0" is,.6.1 ,_y„ 1,_9„ 4,_0„ 2,_6„ ,_y„ 1._81. 4._p„ y,_p„ 21" 9 2'-11" 2'-1" 5'-0" 3'-6" 24" 9 3'- „ 2'-8" 6'-P' 4,_ „ 27" 1 4'-0" 2'-l" 6'-1" 4,_6„ 30" 11-0" 4'-6" P-7 6'-1 5'-0" 3x, 1'-1 4'-10 2'-3 7'-1 5'-6" 36" 1'-3" 5'-3" 2'-10 81-1 6'-0" 42 V-9" 5'-3" '-11" 8'-2" 48" 2'-0" 6'-0" 2,_2„ 8,_ „ '-0" 541, 1 2'-3" S,_5„ ,_gi „ 8'-2'/4" 7'-6„ 601. 2'-it„ 5,_p„ 3,_3„ 8'-3" 1 6,_0„ PARKING AREA TYPICAL SECTION 2" SM-2AL BIT. CONC. ---¢ SURFACE COARSE 6" 21- A --- 11=� 1=I COMPACTED SUBGRADE=111=I_II- PAVEMENT DETAILS N.T.S. GRAVEL DISPLAY AREA TYPICAL SECTION 11=11 I —IL COMPACTED SUBGRADE--=IIMJI- PARKING AISLE AREAS TYPICAL SECTION 2" SM-2AL BIT. CONC. -- SURFACE COARSE 8" 21-A I=W=1 I I COMPACTED SUBGRADE-----=II1_1lII 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 I I—_W—I i —II1—IIF —i 1I- ■ ■ A �• • CG-11 xz STREET APPROACH SAME A� SURFACING AS MAINLINE (RADIUS 70 BEAR i�rw i C ! ROADWAY C SHOWN ON PLANS) I ---------------- t----1f- , (RADIUS TO BE AS SHOWN ON PLANS) �2„ , 57'D CG-12 RADIAL A ON CURB AND GUTT . CG-6) ST'D-------T--' \ \\ CLASS A3 ,. e.,, o. , . e...• c... a, ..7" 4' SIDEWALK ®'�� I w lz (H.E.S.) e.' • e. •' 6• • °' ---'"--._ OPTIONAL FLOW LINE 6" CONCRETE EXPANSION JOINT A EXPANSION JOINT _ —NOTES WIDTH "B" 2'-0" OR AS �^" MAINLINE ROADWAY SECTION C-C SHOWN ON TYPICAL SECTION. PLAN VIEW W CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE WHEN THE ENTRANCE RADICANNOT ACCOMMODATE ® HEAVY THE TURNING REQUIREMENTS OF ANTICIPATED UCK DR EWALK & SRADII 10'PARABOLIC CURVE RRAMPS WITHIN) THEHLIMITSTOFFTHE SHOULD BEB EDGE OF SHOULDER OR 11X MAX. D INCREASED TO 7". OPTIONAL FLOW LINE OE CHANGE ® ---------- D MANLNE ROADWAY __ ---------'—'----------- WHEN ST'D. CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE CH ____ NOTE THE FOLLOWING: D SLOPE GE '--' '- D )'* MANLINE AVEMENT SHALL BE CONSTRUCTED 5' MIN 40' MN. FOR STREET TO THE RP/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE 0' DESIRABLE FOR COMMERCI PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A ® RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D BEYONDT THE R/W LLINETEXCEPTBE FORUCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD CG-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 % 3 X SEE STANDARD CG-12 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPD) 53 % 6 X TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) S 6 X B 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 PONDING OF WATER. SREFERENCEN METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 ALTERNATE END -SECTION 12" - 60" PIPE' HUB END ON OUTLET END-SECTIDNS SPIGOT END ON INLET END-SECTIDN X _— X _ i JJJ CONCRETE TO BE 4000 PSI MINIMUM E PLAN _ C.0 B ---�{ DIAMETER OF PIPE MPv... L / A r E END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A 8 C D E 12" 4" 2'-0" 4'-i" 6'-1" 15" 6" 21_3„ 3'-10" 6`1" 181. 9" 2'-3" 3'-10" 61-1" 3'-0" 21" a..2'-I)" 3'-2" 6%4i 3'-6" 24" 10" 3'-7" 2'-8" 6'-3" 4'-0" 27" love4'-0" 2'-1 '-1. 4'-6" 301. 1'-0" 4'-6" 14' 33" P-1 4'-10 3'-3 8'-1 5'-6" 36" 11-3" 5'-3" 2'-10 8'-1 42" 1'-9" 5'-3" 2'-11' 8'-2" 6'-6" 48" 2'-0" 6'-0" 2,-2„ '_ 7'-0" 541, 2'-3" 5'-5" 7'-6" 60" 2'-6" 5'-0" 3'-3" 8' -3" 8'-0" SHOULDER PAY LNE LENGTH G NOTES: OF H e PEE 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 DIFFERENCE 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 END -SECTION X------------ — ' I T * X I END SECTION DIMENSIONS I SPA( X RISE A B C L E 2,311 X 14ii ell2'-3" 3'_10" 6'-P' 2'-8" 30" X 19" 9" 2'-11" 3'-2" 6'-1" 3'-6" 38" X 24" 10" 3'-8" 2'-8" 6'-2" 4'-0" 42" X 27" 12„ 4,_6" p„ -8 6,_2„ 5,_p„ -------- ----- 45" X 29" 13" 4'-11" 3'-3" 8'-2" 5'-8" _ -- _ 8'-2" 6'-0" PLAN LENGTH OF PIPE C B SPAN BAR OR STEEL FABRIC REINFORCEMENT } RISE A \ %III PAY LINE SECTION X-X END VIEW CONCRETE TO BE 4000 P51 MINIMUM SHOULDER PAY LINE NTH C B CULVERT SLOPE DETAIL FLARED END -SECTION FOR 23" X 14" TO 53" X 3411 SREFE ENCEN ELLIPTICAL CONCRETE PIPE CULVERTS 302 102.02 VIRGINIA DEPARTMENT OF TRANSPORTATION V-1 �� m Cc (u z 0 (z, 1,J 11- 0 1 < lx I O C?_ J CL � _� n �- �, LLJ c, -1 c:j i r�. C'J n C:a 1AJ G O O t Z W J I_ r 0 Z a z (, 113— � z O O I— tV J W ac- Y m V J cy LLJ � • /gam U s W 111­ N I O W uj c..� z 0e. w Z 'R LA_ o CL ■ O O ■ N t, O N 0 0) 1- :3 (0 U) N N I � N ■®a 41 (0 (0 C U) - O O 3: U.�� O i Ln N c: c 0- I.i. Wm Q) E U _C N —_ U � 77C V) 7 I— LL L(J N O M _zOr- W w Z d z W C ��AyT H OF- Dt flMOM AINTER 9 No. 18260 A' -d�O (( G ti ONAI, 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 J DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (Tw < 0.5 DIAMETER) CAJ04"I 4? Y ---> I ;'s I ?•• Outlet W = Do + La = 145' 15� Pipe 2 Min. Diameter, D 1 0 La Tailwater < 0.5Do R p,Qt° Li+ 20 10 0 Recommended Min. dso=6.1 -.—r 4 3 II1'i1-1-1.1lll.olii'lll... 11•0111i1 11 i I 1 1 I 1 1 1 I I 1 1 1 1 I 1 I I l -I 1 1 1 1 1 10 3 5 10 20 50 100 200 500 1000 Discharge, ft3/sec. DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (Tw < 0.5 DIAMETER) Outlet W = Do + La Ict, Pipe 2 Min. Diameter, D 1 eeti o IV k La 60 —�� Tailwater < 0.5Do < { ly I1 I u 20 10 0 Recommended Min. dso=611 -- ► 5104..11a 2 �•"�l Rc.P 4 3 1W;1'1;1'1Idf l'I'll i' tWilli111 :1 i ' ),I I I I I I I I I I I I I I I I I I I! I I I —1 1 10 3 5 10 20 50 3 100 200 500 1000 Discharge, ft./sec. DESIGN OF OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (Tw < 0.5 DIAMETER) Outlet W = Do + La = 11.1S' 12: Pipe 2 Min. Diameter, Do 1 �eec e` La --+1 a r,60 Tailwater < 0.5Do PQt I! Atir ° all Usk � per 5Q i� � fll III , *1 10 I I l;i ill. 1. F ; 'I ICI ;ill IIj ISi 4,F 20 10 0 Recommended Min. d50=6" RCP 4 3 11;Ill ilfillilfl :l :1 1 1 I I 1 1 1 1 1 1 11 1 11, 1 1. 1 1 1 1 1 1 1 1 1 10 3 5 10 20 50 100 200 500 1000 Discharge, ft3/sec. 15'0 ES-1 INV = 891.50 E __ EX. CULVERT i S�r .lr ar a. �WAMW 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" RQF 15' 20' 12" 0.5' Storm Sewer: 15" RCP 10 15' 12' 0.5' SWM Pond: 15" RCP 14' 18' 18' 0.5' i CULVERT EROSION CONTROL DETAIL N.T.S. TOP OF BERM ELEVATION = 896.00 8' MIN. PROPOSED GRADE 2 1 r 45-15"0 RCP, CL. III 0 1.11% - 3'-5" PLAN INV = 892.00 3'-0" 0 100 YR. ELEV. = 895.94 TOP: VDOT DI-7, GRATE A, TYPE B p 10 YR. ELEV. = 895.37 (2"0 BARS) p 2 YR. ELEV. = 894.97 TOP ELEV = 895.00 Y- APPROXIMATE EX. GROUND OUTLET CONTROL STRUCTURE 20'-6"O SCH 40 PVC 0 0.00% DRILL TWO ROWS OF 1 /2"0 HOLES 60"0 STANDARD PRECAST CONIC. ® 12" CC TURNED OUT ON PIPE-30 HOLES. MONOLITHIC BASE- WRAP PERFORATED PIPE WITH 1/4- . ..... WIRE MESH. .�- (fl-10-0 SCH 40 PVC INV = 893.00 45' CLEANOUT RISER WITH THREADED END CAP \"". ,•a'.`„i..i.-C•jYS�V<.af,y,.`,+��s'.S���'T�'r'•c.', ::. :. yt..^: •. �.•. TOP OF CAP ELEVATION = 893.50t _ p ` 1,7777 ,_ ..A.< ^: : •M1�c�.a•'-7i,�.• x>':�a"^ . .,' ?.p '1.•f: �'w�ah•�;..�. a.� - ^.!a^..'�....�ada.. 1s■sire+mac' w' .6r:�, r .�:J ,r�,... ,. ..,nt?.,•.'.,i..t.,.. ..a... ..:._'r'.» .ii�ti :'�-�a._..:: •x�,.:.':.�x.,�...: _�:a: J INSTALL CLAY CUT-OFF TRENCH 3. 2 ELEVA'nON NVOP= 892..20 ' PLACE 5STONE AROUND PIPE A MINIMUM OF 12 IN EACH DIRECTION 3'W X 101 X HEIGHT OF BERM OUTLET CONTROL STRUCTURE DETAIL N.T.S. NOTE: INSTALL 20' PVC OUTLET AT END OF CONSTRUCTION WHEN UPSTREAM AREA HAS BEEN STABILIZED. INSTALL TEMPORARY STUB & CAP DURING CONSTRUCTION. 111111111 10010110 Ilr W LAJ� ` t� g v) t- 0 Cn Z �C 0 (n = a ®' � LLj :2 W LLI E-- cat • 0 C-)_ II® LAJLjj => WCC 0y� I� Q W W j :�r (J ICL 0 O Q V) N to 0 CV t47 I C 0 N . CfJ (A 0 3 c='1 O> toL v v C eming 0 4 Q =O O V) 0 O f��,'TkI OF D1 +a PA . 18260 �a 1,3o�ot � G~ ssi'DxnL O 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 [, Jr LINE DIRECTION DISTAN E L1 S28'03'08"W 56*g L2 S32'25'40"E IS21*42'39*W 76,52 L S70'48'22"W 97.96' 4 199.33' f ! . 4' SHO0LDER,` / f t _ -� EDGE OF,�GRAVfi. NOTES: ROADWAY WIDENING ! f b / ! r l ff ; 1 ' ` -" CUR'OE- LENGTH DELTA RADIUS TANGENT DIRECTION CHORD -_ , r� ^s f' INSTALL PROPOSED e ,PAVEMENT SECTIONOR MATCH THE EX.-- f END ASPHALT SECTION, WHICHEVER �f lf / / _ - IS GREATER. ��//ef FULLY SAW -CUT EDGE i � `'Q0 OF EX. PAVEMENT 50, R TO MAKE TIE-IN FORT / THE NEW PAVEMENT/,' / J c C1 316.67' 60'28'49` - -_ 300.00' N0211'16"W 302.18' C2 237.10' 45'16'56 300.00' 1174,89' 125.13' N0947'13"W 230.97' 1166.48'_, _- C3 171.70' 4111'22" 200. ' 91.54' N4618'20"E oz•v { PR. GRAyt TURN-ARQQlU1ND (Subgrade: `-,6") t � . 400 ,err � �`•°��� /c� 1' f ;.,_, } i / .?, ?�; . E CG-6 e 7 Z£' s6 I $OLIO s'so 4. I WHITE\ i t09It 7VI dbW 47ffV19 i �`PROPOSED``ACCESS ROADWAY 24 WHIT; .m\ l BR 4 ! "Xf(Subgrade� -12")icy STOP BA � � i 6 - .30A _- i j •dQ8d y y PROP. ROADWAY �' ^� •. ^ -�"''/ f O'I�'ti `l WIDENING p 'SHOULDER39 DOUBLE SOLI s L7 \ - �A , �►.�� - -- - -� 4 --` z 4 YELLOW Y 7, a` `` o dONd (_ _T aso 4.90 PROP. TRUCK ACCESS DRIVE 5� ,r- r (Subgrade -12) 1 !£'SAwl IN01i3n8iSNOD ANY 01 801ad ti 0131A 3HI N1/03>1111S 381 ,E 50 0 i �r1� S�8V' 0131 ;�+Ilddl 150 I N'vS Cole 1 f— 50tf I>fN 7— 1 F 1 f —4 AV st r-- PROPOSED BUILDING PAV AR A a (SUb9rode: -10") ' FLUOR LOOR AREA: 47, BUILDING `-FIRST FLOOR 987 Sq.Ft (Total) ME22AMNE A AREA:4 47.987 7.987 S4 Ft. HUSE:E GHTy pR',,12,570 S q' F t' EQUIPMENT SALLIS SSMRx . . r�l F•F•\908.8,3 0 PLAY A,`.. ROADWAY PROFILE SCALES: (H) 1" -50.0' _ - - (V) 1" 5.0' 915 910 910 _ _ u PROPOSED GRADE 905 - _ _ 905 _ 6"0 ELEC. CONDUIT EXISTING GRADE 23 900 895 1,0% - 895 2 "x 14" RCEP INV=892 13 890 890 885 ___ 885 - - ---_ - 880 0 0 880 —---- a. 875 T-� _ 0 875 coo n a Q_ a a w O m N O N m N -----_ Q O C6 — — M Cn 0 cci + 2 - 0 + + + 0 + + 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' - 1' 4' 4St 1 4"' V opE .............. 36' TOTAL WIDTH EX. ROADWAY (VARIABLE) 1 1 /2" SM-12.50 SURFACE COURSE 2" IM-19.OA INTERMEDIATE COURSE 4" BM-25.0 BASE COURSE 6" 21-B TYPE I 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. M 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 STALE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFUCT 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 & 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 do BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. VS. 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 do SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. t z W 0 J 0 � O o- �41d LAJ VZ � Z ~ W C� z Q o: 0 Z U z N_ z N J F— WALL' Z .mtW—IW— �O cy O mLAJ V ME • WWOU be LAJ W co in U ZLAj � w W O W_ a_ 0 0 (V d� 0 0) C=j 0 cn04 a, o N 0 to V 0 CA N c •o (0 0 c 0 c .. y O O 3 0 '0 v �' 0 c C 0 m� °cE c a U) 'v 5 C O a E UO u- W 04 o 0 rl) 00 Z� J W _jW Z0 Ow yTH OF vl�c No. 260 1 s1ONAl. SURVEY: C.I,: Painter -Lewis, 2' P.L.C. DRAWN BY: JOB NO. TGP 0009001, SCALE: DATE AS SHOWN 10/02/0 SHEET: 11 /11