Loading...
HomeMy WebLinkAbout52-05 Jess Psychic - Office - Shawnee - Backfile1. The property delineated on this plan is located along Route 11 (Valley Pike) in the County of Frederick, Virginia. The site is currently occupied. The owner of the property proposes to improve the existing 0.275 acre. The primary site entrance will be located off of Route 11. 2. Property Owner/Developer Contact: Mr. Robert Johnson Robert & Sylvia Johnson 3595 Valley Pike Winchester, Virginia 22602 Telephone: (540) 655-5955 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Topographic information information shown on these plans was provided by Anderson & Associates, Inc. Boundary information was provided by Painter -Lewis, P.L.C. 5. Site Data: Existing Parcel Area: 0.275 Acres P.I.N: 63-A-83 Zoning: B-3 Magisterial District: Back Creek Existing Use: Single -Family Residential Proposed Use: Office Front Yard Setback: Required- 50' Provided- 50.0' Rear Yard Setback: Required- 35' Provided- 117.97' Side Yard Setback: Required- 15' Provided- 10.05' Maximum Building Height: Allowed- 35' Greenspace: Required- 25% (0.43 acres) Provided- 54.03% (0.149 acres) Impervious Area: Allowed- 75% Provided- 45.97% (0.126 acres) Total Building Footprint Area= 1,044.0705 sf Total Asphalt Pvmt. Area= 2,154.2835 sf Total Gravel Area= 2,144.1874 sf Total Concrete Area= 173.6715 sf TOTAL= 5,516.2129 sf 6. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 5.00'+ Parking Spaces Required: Office: 1 space, per 250 sq. ft. (980.0 sq. ft./250= 3.92 spaces Total Spaces Required: 3.92 => 4 spaces Parking Spaces Provided: 4 including (1) HC accessible space Loading Space: Required- None 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheets 2/3 and 3/3. 9. Lighting: No exterior pole lights are proposed. Building mounted lights will be shielded to prevent off -site glare. 10. Trash Receptacles: None 11. Signs: Will be in accordance with Frederick County specifications. 12. All site lighting will be shielded to prevent offsite illumination. 13. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0200B no floodplains exist on or near this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. 14. The owner will provide interparcel access for the adjacent properties upon request from Frederick County Department of Planning and Zoning. 15. The property will be served by the existing, on -site well and septic system. 16. Any future expansion of the business will require a reconfiguration of the entrance from Route 11. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (22,360 SF) T = 246 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (22,360 SF) T = 35 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (22,360 SF) T = 33 TRIPS, 17% ENTERING, 83% EXITING 2001 TRAFFIC COUNT FOR ROUTE 11 = 16,000 VPD BETWEEN RT 372 AND THE SOUTH CITY LINE 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. n��Lg)[E'n0T � .SYLWIA T 00 HNS • 0 7F= [PLAN 3595 UoSo [ROUT[F= 1 ALLEY PIKE BACK CHF=F=wn MAGI87F=R AL DI871R CT F' EDERIC C � UNTY VIRGINIA s `® 0 I 1 / / EX./ FIRE HYDRANT ® / e i i l O 0.00 �r\\ ? O Ss� � to � °O I ( o 1 St. Fr IMICHAEL D. BOYCE & I /3595 ( LINDAA BROY CAROLINE N. BOYCE I Valley Plke INST. 1.- 010014954 DB: 790, PG. 556 TM1. 75-A-91F T)W#. 63-A-84 ZONED: B3 ZONED: B3 II e I� I a ®®-®®®®ROUTE II-6�.LISYPIAE Ji'4' SCHENCK FOODS CO. INC. DB: 509, PG: 326 7U#. 63-A-67 ZONED: B2 EX. FIRE HYDRANT ' PROPERTIES LIMITED PR DB: 959, PG. 829 TM# 63-A-85 ZONED: B3 Its /� EX. FI YDRANT 9 EMMART W. H. & SONS INC. D8. 363, PG. 373 TM#.• 63-A-66 ZONED: B2 0 1 V) A ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE 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 EOG EDGE OF GRAVEL 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 F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HCS HANDICAP PARKING SIGN HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET 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 NLT NO LEFT TURN 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 R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or 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) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /3: COVER SHEET SHEET 2/3: SITEPLAN SHEET 3/3: DETAILS � Z� ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGIIV4IA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL ROO =ERT [0. QRZ SYLVIA T. JOO HNSOO N SITE PLAN 3595 U.S. ROUTE 11 - VALLEY PIKE SACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 0509004 SHEET: SEPTEMBER 30, 2005 1 /3 Latest Revision Date: APRIL 3, 2006 >i ki LANDSCAPE CALCULATIONS: 1. Greenspace Provided: 54.03% (0.149 acres) Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 2,154 sq. ft./2,000= 1=> 1 tree Provided Trees: 1 tree Required Headlight Screening: 3' high between Rights -of -ways and adjacent properties and parking areas. Provided Headlight Screening: 3' high evergreen shrubs along south side of parking lot along adjacent properties. 3. (1) Tree Per 10 Parking Spaces Trees Required: 4 spaces/10= 0.4=> 1 tree Trees Provided: 1 tree 4. Parking Lot Interior Greenspace: 5% of the parking area Off -Street Parking Area= 2,154.2835 sq. ft. Greenspace Required: 2,154.2835 x .05= 107.71 sq. ft. Greenspace Provided: 6.29% 135.51 sq. ft. LANDSCAPE INSTALLATION NOTES: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. 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. 3. All materials are subject to approval by the Owner or 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. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. 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. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 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" x 2" x 72". 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 planyts. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of 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. 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. NOTE: PLANT SPACING VARIES PRUNE ALL BROKEN,[ WEAK BRANCHES. ALL SHRUB BEDS TO I EXCAVATED OF ALL EX TO REQUIRED DEPTH A W/ REQUIRED SOIL ME MULCH TO BE 3" DEP- COMPLETELY REMOVE STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROU� ROOT BALL. NOTE: CONTRAC' HYDROSEI AREAS DI'. OF THEIR (2) UPRII TREES OF TO BE GI TREE WR, RUBBER 2"x2" HAI 2 PER TF 12 GAUGE WIRE-DOL 4" MULCF 3" SAUCE I- Z) O o: w z J Of w z w U w z J E- U vai a ENTRANCE TAPER 4' SIDEWALK EX. LANE WIDTH VARIES CROSS SLOPE 1 4":1' MIN. 1/4":1' MIN. CG-7 = I -III=1 - 1.5" SM-12.5 III III-1 fl l l 1=i i i=i i i=i i- i i- TI- I I- III =I 11=I 3" BM-25.0 -=III III I� - �IIIII�IIIII�IIIII�I���I�I���I�I l�� I II�I��II�I- II- 8" 21-B -� 12" COMPACTED SUBGRADE NOTE: INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICHEVER IS GREATER. SITE ENTRANCE SECTION NOT TO SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT OF SAWCUT LINE. 2" x 18" STD. 'TU-CHANNEL -PROP. GROUND RESERVED PARKING RN VAN ACCESSIBLE PemuTY M/NX}•900 Toy -Maur zoo ACCESSIBLE SI GN VAN ACCESSIBLE SIGN-\ RESERVED PARKING I& 12.i r �tao-soo TD�AIRAI 2D71E SIGN END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45° ANGLE O NOTE: R 5' IANDICAP SIGN DETAIL ALL CONSTRUCTION SHALL CONFORM TO ADA VOT TO SCALE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 2" SM-2A- 8" 21-A COMPACTED SUBGRADE ®N®SITE PAVEMENT DETAILS NOT TO SCALE PER PLANS - - a ................................ ....... 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) SIDEWALK DETAIL NOT TO SCALE NOT TO SCALE 0,375" x 6°0 C❑NC,-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18' DIA, C❑NCRETE(3000 PSI) RFVISED 7101 _-- X s STREET APPROACH SM SHOWN ON PLC ,SDEVAyt A ..t ROADWAY ' SWACM AS MAINLINE •---- +----C -- ----�. ST•D CC-12 CUR 4• S1DEiBAi- ----- I a ; NERUPAMRSIdI JOINNOTE, WITH "', Y-O- OR AS v' MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW CC-11 (RAM TO BE AS SHOWN ON PLMSR / rir1r e CLASS A3 ,::.•.;,.;i.� ''.s% EXPANSION JOINT 10' PNV&OL1C CLOW OPnON� FLOW DE.SHOULR�EOR ----- MANLINE ROADWAY ----- ------------------- S 80k D '---- S. MIN: 40' FOR STREET ��. D 70 ABLE FOR ENTRAwRY SECTION A - A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH 0AW THAN IBM VP0) 0 S 3 X MEDIUM, (SOO-1500 VPOI 53 S 61 LOW (LESS THAN SOD VPO) S 6 2 R X SECTION C-C CONSTRUCT �1RGRADEE CHANCES MHTN A PARABOLIC CONE. Cm ® 1 tU r10 RXEGIRlE1SH4TS OF LTI ATE ��Y =ice CtNI L�pTSSTaFOR SDE�AL0 BE 1 is IN ION MTNVOVOOT PRO&T CTS PLEASE NOTE THE FOLLOW, XX p�1INE R AwWW"T IE T E v�°�SU9 ,IOE° PAg1EN7 wIGrN F OMTTEO Mai THE ENTRANCE.) RADIAL CURB DR CGMONATION CURB AND GUTTER SHALL NOT BE CONSTOXIEO BEYOND THE R/W LINE EXCEPT FOR REPLACEIENT PURPOSES. WHEN USED N COKLINCTICIIII MNTN STANDARD CG-3 OR CC-? THE CURB FACE p� T14$ STANOARO IS fO BE ADJUSTED TO NATCN THE MOUNTABLE CURB CONFIGURATION. SEE STANDMO CO-12 FOR CURB RAMP OESION TO BE USED WITH THIS STANDARD, 7C PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW L: RS REQlN1E0TTOPROVIDE POSITIVE DR/WAGE ACROSS TIE ENTRANT. OPTIONAL FLONLI E MAY WAS A PORTION OF GUTTER TO lAE DF WATER, SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRINIA DEPARTMENT OF TRANSPORTATION 203.04 CC-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 Ir CAST N PLACE. 4000 PSI IF PRECAST, 3. COMOMTRON CURB i GUTTER HAVING A RADIUS OF 300 FEET OR LESS IALOND FACE OF CURD)SHALL BE PAID FOR AS RADIAL COMBINATION CUR i GUTTER. 4. FOR USE WITH STABILIZED OPEN-GtAOEO DRAINAGE LAVER. THE BOTTOM OFT1114E CURB TO T TTstE&M S cDR1RSEs ARALLEL AND TO THE DEPTH OF THE PAVEMENT. 5• THIS CtM8 MAY BE USED WHEN DESIGN SPEED IS 40 W44 OR LESS 2" R ON RURAL HIGHWAYS AND 4S MPH OR LESS N DEVELOPED URBAN B SUBURBAN AREAS. _ IF THESE DESIGN SPEEDS ARE EXCEEDED STANDA% CC-7 RS REOUTRED. . 6. • 1".T SCARIFY ROOTS ON POT BOUND PLANTS. D . D COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT 45° 7 SHRUB PLANTING BED SECTION EXISTING GRADE 45' D w D® • D s D D --� SOIL MIX THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMPACTI TREE FRC UPRIGHT FIRM BEA REMOVE / - - ROPE FROM ROOT BALL. TREE PLANTING SECTION COMBINATION 6'' CURB & GUTTER S02 VIRGINIA DEPARTMENT OF TRANSPORTATION PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME REQUIRED PLANTING SIZE SPACING REMARKS BN 2 Betula nigra River Birch 2-1/2" Cal., 12' Height See Plans IC 14 Ilex cornuto 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. THE BOTTOM OF THE CURS AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 71 IS MAINTAINED. 201.03 V) _J w J H ZYU W X a �-J =J Q Z ® . J j ® J (, � w 2 ®> ® W Q W-/ Z VY w 4J cn W U W W -3 O ® � to / � V it LL- ++ p 0) (0 N n O 0) U N N 1"CIO vi LI N I ai n® �00v N (0 (N0 v c0 (D C: I-, .. C_ J N .o, a L0 ° j L C No c°n cn N -� a- E o N W t0 J_ U N O U RJ E w SINEW 0 C� V) Z W �w Z Z Z Ow }��At,TH OF L j+P rJ J N C. LEWIS a No. 21621 N Lli�k9IONAL SURVEY: A&A 1 ' DRAWN BY: JOB NO.: CBS 0509004 SCALE: DATE: 1 "=20.0' 9/30/05 SHEET: 3 /3 1. The property delineated on this plan is located along Route 11 (Valley Pike) in the County of Frederick, Virginia. The site is currently occupied. The owner of the property proposes to improve the existing 0.275 acre. The primary site entrance will be located off of Route 11. 2. Property Owner/Developer Robert & Sylvia Johnson 3595 Valley Pike Winchester, Virginia 22602 Contact: Mr. Robert Johnson Telephone: (540) 655-5955 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Topographic information information shown on these plans was provided by Anderson & Associates, Inc. Boundary information was provided by Painter -Lewis, P.L.C. 5. Site Data: Existing Parcel Area: P.I.N: Zoning: Magisterial District: Existing Use: Proposed Use: Front Yard Setback: Rear Yard Setback: Side Yard Setback: Maximum Building Height: 0.275 Acres 63-A-83 B-3 Back Creek Single -Family Residential Office Required- 50' Provided- 50.0' Required- 35' Provided- 117.97' Required- 15' Provided- 10.05' Allowed- 35' Greenspace: Required- 25% (0.43 acres) Provided- 54.03% (0.149 acres) Impervious Area: Allowed- 75% Provided- 45.97% (0.126 acres) Total Building Footprint Area= 1,044.0705 sf Total Asphalt Pvmt. Area= 2,154.2835 sf Total Gravel Area= 2,144.1874 sf Total Concrete Area= 173.6715 sf TOTAL= 5,516.2129 sf 6. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 5.00'+ Parking Spaces Required: Office: 1 space per 250 sq. ft. (980.0 sq. ft./250= 3.92 spaces Total Spaces Required: 3.92 => 4 spaces Parking Spaces Provided: 4 including (1) HC accessible space Loading Space: Required- None 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheets 2/3 and 3/3. 9. Lighting: No exterior pole lights are proposed. Building mounted lights will be shielded to prevent off -site glare. 10. Trash Receptacles: None 11. Signs: Will be in accordance with Frederick County specifications. 12. All site lighting will be shielded to prevent offsite illumination. 13. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0200B no floodplains exist on or near this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. 14. The owner will provide interporcel access for the adjacent properties upon request from Frederick County Department of Planning and Zoning. 15. The property will be served by the existing, on -site well and septic system. 16. Any future expansion of the business will require a reconfiguration of the entrance from Route 11. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (22,360 SF) T = 246 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (22,360 SF) T = 35 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (22,360 SF) T = 33 TRIPS, 17% ENTERING, 83% EXITING 2001 TRAFFIC COUNT FOR ROUTE 11 = 16,000 VPD BETWEEN RT 372 AND THE SOUTH CITY LINE RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONS,$BLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. FRE � ERICK COO U TY VIR I IA - - - - - - - - - - - - .e I / / / EX./ DIRE HYDRANT ® i B 4 �® . 00 1l ,\ O l' I 1 2. Fr. M1CHAEL D. BOYCE & I I I 13595 CAROLINE N. BOYCE I I Yolley Plkv ieicr u. ngnn4ence 111 = 401 I I I I I I EX. FIRE HYDRANT ' PROPERTIES LIMITED PR DB. 959, PG. • 829 TM#• 63-A-85 ZONED. B3 I I I I ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT 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 EOG EDGE OF GRAVEL 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 F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HCS HANDICAP PARKING SIGN HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET 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 NLT NO LEFT TURN 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 R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R'. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or 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) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /3: COVER SHEET SHEET 2/3: SITEPLAN SHEET 3/3: DETAILS �Z' ZONING ADMINISTRATOR DATE ' APPROVED FREDERICK COUNTY, VIRGII'41A SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL ROO =ERT D.: SYLVIAT. JOHNSOON SITE PLAN PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office0painterlewis.com JOB NO.: 0509004 SHEET1 SEPTEMBER 30, 2005 1 /3 Latest Revision Date: APRIL 3, 2006 .Q ,9- 1 ! II II I Qz I I I II ! I I� n LLJ o ( 0 w LLJ z �I I II 0 o Q I �► W o . � � W ° Ln �� C�_ LnLLJ 5' PArwa SETBACK( ( ( I z Y_ V En w — Q LO — _� �. o I I I �� � �, I N � N Z mCQ I Z5=) CD CQ • o II QI I 104 �' o .= zLn W ° __ _ >zQ I �I �uj w Q, I � �W.— �NZ— NNO 7�'g IIIII ` Wx \ \ �°,� Qa' W Qo, I �•�i I I I I! II II , Li CD vw CD UWm�� otU�wLm .. � z a- 3N V11 NJ V JA /JO -3 o - aq � 9 — �) --------- fr I I J \ \1 o o I LI I I a N 1. �' o r o a� .. cnN �Q, vi rn � I� as quail Px •x7 X I N Ln W 3 o . I J __, (D oo CDz �cs Q-< ^ 0 z 00 uw E QQ, In I w �-�� I IIi I Z LLI �V) I I II Q z Lw x nQ� nLLj z z f-- o Q L_,__I �- LiJ v—)z� o Uw , w ZWoN < oo z w U zza_ Qwn I I I _ OFF °{4rr w 0 HN C. LEWIS No.21621 w I i II SSjONAL � I I � SURVEY: C' � A&A. O U) DRAWN BY: JOB NO.: CBS 0509004 ! ! I I I I SCALE: DATE: 1 "=20.0' 9/30/05 SHEET: 2/3 LANDSCAPE CALCULATIONS: 1. Greenspace Provided: 54.03% (0.149 acres) Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 2,154 sq. ft./2,000= 1=> 1 tree Provided Trees: 1 tree Required Headlight Screening: 3' high between Rights -of -ways and adjacent properties and parking areas. Provided Headlight Screening: 3' high evergreen shrubs along south side of parking lot along adjacent properties. 3. (1) Tree Per 10 Parking Spaces Trees Required: 4 spaces/10= 0.4=> 1 tree Trees Provided: 1 tree 4. Parking Lot Interior Greenspace: 5% of the parking area Off -Street Parking Area= 2,154.2835 sq. ft. Greenspace Required: 2,154.2835 x .05= 107.71 sq. ft. Greenspace Provided: 6.29% 135.51 sq. ft. LANDSCAPE INSTALLATION NOTES: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. 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. 3. All materials are subject to approval by the Owner or 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. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. 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 some bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 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" x 2" x 72". 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 planyts. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of 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. 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. NOTE: PLANT SPACING VA PRUNE ALL BROKE WEAK BRANCHES. ALL SHRUB BEDS EXCAVATED OF ALL TO REQUIRED DEP- W/ REQUIRED SOIL MULCH TO BE 3" COMPLETELY REMO STRINGS, RIBBONS, TAGS FROM PLANT, REMOVE TOP 1/3 BURLAP FABRIC AF ROOT BALL. SCARIFY ROOTS ON BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION W Z J X w Z W U W H O Ir w Z J H U a ENTRANCE TAPER 4' SIDEWALK EX. LANE WIDTH VARIES CROSS SLOPE = 1/4":1' MIN. 1/4":1' MIN. I�. CG-7 .... -1 i = I I=1 I=1 I. _ _ :............................. -III 1.5" SM-12.5 III-III-1 I I=1 1=1 I -I 1 I-� I -I I C 1 10 `,Ill- 8" -III111 il�lllllllllllllilll� III IIIlilllllllllll iIii�lll- 3" BM-25.0 I I 21-B COMPACTED SUBGRADE NOTE: INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICHEVER IS GREATER. SITE ENTRANCE SECTION NOT TO SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT OF SAWCUT LINE. 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 4" MULCH 3" SAUCER AROUND TREE 45° EXISTING GRADE 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. TREE PLANTING SECTION PLANT LIST 48' 45♦ 0 2" SM-2A 8" 21-A COMPACTED SUBGRADE 2" x 18 STD. STD. U-CHANNEL POST PROP. GROUND NOT TO SCALE ON -SITE PAWN ENT DETAILS NOT TO SCALE PER PLANS 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW2.9XW2.9 WWF (1.5" Min. CLEAR) SIDEWALK ETAIL NOT TO SCALE 0,375' x 6'0 C❑NC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18' DIA. C❑NCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE KEY QTY. BOTANICAL NAME COMMON NAME REQUIRED PLANTING SIZE SPACING REMARKS BN 2 Betula nigra River Birch 2-1/2" Cal., 12' Height See Plans IC 14 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. VAN ACCESSIBLE SIGN-1 END OF STALL - RESERVED RESEPVED STRIPE OR CURBING PARKING PARKING 0 ® ® —WHITE PAVEMENT MARKING, Z 4" WIDTH, LENGTH AS SHOWN ON PLANS. VAN v ACCESSIBLE CL WHITE SYMBOL PER ADA V ON SOLID BLUE BACKGROUND w WHITE PAVEMENT MARKING, Q 4 WIDTH, 2 CC; 45 ANGLE ACCESSIBLE SIGN SIGN OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE D�lfi l`L'r\ y)A� a6 $ ei ST•O CO Q \ 4• StpEWAUN E001" 0M JOINT NOTE+ NiA X X STOW APPROACH OAK A i SU ACIM AS NAIIII ( ST'0, CG-61 "y'�' I PI!' oPTOtRLINE\\�P\� I 1 now L w' WTK/E ROADWAY PLAN VIEW C.G_" 1 NRApIU S TO BE A3 2" SHOWN ON PLANS) ----- f TES EXPANSION ,NNT , SECTION C-C I§ CONSTRUCT CRAB CHANGES WITH A PNRASOIIC CURVE. ENTRANCE W&CAMMIDT ®ON 10' PA WS" CUi1E UNTIE RNP9 TIE IN Fr IE IiA01�Slgt LDCr E _ Two-OrL OW LOOM 0'E CHANGE (� INCREASED To r. ROADWAY ----.�---..►.••�---_--. p [pT� WHEN'_ CO TIONNWrTH VDCT�PROd emPLEASET MAINLINE MAX. ----�- D NOTE THE FOLLOWING-. IKffi g 40' FOR 7 "--�. D iIC 'p N/W IRET1 T D ATM LIRE POR II IL A St CAN St OMITTED IN ENTRAR W E Otam SECTION A - A ® c p GUIDELINES FOR GRADE CHANGE D gOR�LCOMMATroCURBN F& TTIE. R/M t►�IIE T PORN REPLACEMENT PURPOSES. WHEN USED N COMJUNCTI®N WITHp�ST ENTRANCE VOLUME DESINABLE lAAXIMUTA SiA IS= C I (DIED TC MATCH THE MOUNTABLE CURB COWIGURATION. ICH OWE THAN NSDO VPO1 0 $ 3 X IEOR■N (SOO-WO VI 53 2 6 S CLOD RAMP DESIGN OE ■ET USSEEDD WITH CC LOW (LESS THAN SOD VPDN as S 6 1t X PLANS NINE TO NDICATE WHEN CONSTOUICTIDN OF A FLOW LNROIS REOERWO POPOSITIVE DOMAN E ?WTG I. FL06fl9K YAV P YfA1 VG OF A PORTI�t OF OUT R TO POH10G OF WATER. REF`ENC raNE aEPECMETHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES V�AA DEPARTMENT Or TRANSPORTATION 203.04 2" R r�r ♦ ® a o A n . THIS AREA MAY K COP>CRFTE AT THE OPTION OF THE CONTRACTOR We NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 Ir CAST N PLACE, 4000 PSI IF PRECAST, 3. COMSNAI CUB 0 GUTTER HAVING. A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURS) SHALL BE PAID FOR AS RADIAL COMBINATION CURB i GUTTER. 4, FOR USE WITH STAB&I,ZED OPEN-ORADED DRAINAGE LAVER. THE BOTTOM OF THE CURB AND SL BE SUBBASE CICT�pS PARALLEL AM TO THE OEM OF THE PA MEHT. y. YHM CURB MAY K USED WHEN OESION SPEED 19 40 MPH OR LESS ON RURAL HIGMAYS AND 45 MPH OR LESS IN DEVELOPED LNBAN i SUBMAN AREAS. IF THESE OESSG N SPEEDS ARE EXCEEDED STAMM CC-7 IS REOMD. COMBINATION 6" CURB & GUTTER 05 502 VGA DEPARTMENT OF TRANWORTATOI THE BOTTOM OF TIE CURB AND GUTTER MAY HE CONSTRUCTED PARALLEL TO THE SLOPE OF SUlOD3A&E COURSES PROVIDED A IIANIMUM DEPTH OF 7- IS MAINTAINED. 20t.03 aim Lr..l J F- L Z X Y ® v r Z ® (, Ww I— P 9 ® 4� W Z 0 U Fo WW - • UJ W Ld 7 Of ® U W Q ■ J ■ E Nn +� p 0) (° N N 0) n o p) U N N 3 ® NC,4N (D g E o r-. - J a� V) rn � LO (L a 1 j c a� °+1 NU) s UJa� tD t V 0 V v r E w UNION! N Z J Lj Li.l � Ma oZ $�5�S,TH OF' yj+P O G' O � J N C. LEWIS No. 21621 Off, 4` ,SI ONAL SURVEY: A&A 1 ' DRAWN BY: JOB NO.: CBS 0509004 SCALE: DATE: 1 "=20.0' 9/30/05 SHEET: 3/3 1. The property delineated on this plan is located along Route 11 (Valley Pike) in the County of Frederick, Virginia. The site is currently occupied. The owner of the property proposes to improve the existing 0.275 acre. The primary site entrance will be located off of Route 11. 2. Property Owner/Developer Robert & Sylvia Johnson 3595 Valley Pike Winchester, Virginia 22602 Contact: Mr. Robert Johnson Telephone: (540) 655-5955 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Topographic information information shown on these plans was provided by Anderson & Associates, Inc. Boundary information was provided by Painter -Lewis, P.L.C. 5. Site Data: Existing Parcel Area: P.I.N: Zoning: Magisterial District: Existing Use: Proposed Use: Front Yard Setback: Rear Yard Setback: Side Yard Setback: Maximum Building Height: 0.275 Acres 63-A-83 B-3 Back Creek Single -Family Residential Office Required- 50' Provided- 50.0' Required- 35' Provided- 117.97' Required- 15' Provided- 10.05' Allowed- 35' Greenspace: Required- 25% (0.43 acres) Provided- 54.03% (0.149 acres) Impervious Area: Allowed- 75% Provided- 45.97% (0.126 acres) Total Building Footprint Area= 1,044.0705 sf Total Asphalt Pvmt. Area= 2,154.2835 sf Total Gravel Area= 2,144.1874 sf Total Concrete Area= 173.6715 sf TOTAL= 5,516.2129 sf 6. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 5.00'+ Parking Spaces Required: Office: 1 space per 250 sq. ft. (980.0 sq. ft./250= 3.92 spaces Total Spaces Required: 3.92 => 4 spaces Parking Spaces Provided: 4 including (1) HC accessible space Loading Space: Required- None 7. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheets 2/3 and 3/3. 9. Lighting: No exterior pole lights are proposed. Building mounted lights will be shielded to prevent off -site glare. 10. Trash Receptacles: None 11. Signs: Will be in accordance with Frederick County specifications. 12. All site lighting will be shielded to prevent offsite illumination. 13. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0200B no floodplains exist on or near this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. 14. The owner will provide interparcel access for the adjacent properties upon request from Frederick County Department of Planning and Zoning. 15. The property will be served by the existing, on -site well and septic system. 16. Any future expansion of the business will require a reconfiguration of the entrance from Route 11. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (22,360 SF) T = 246 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (22,360 SF) T = 35 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (22,360 SF) T = 33 TRIPS, 17% ENTERING, 83% EXITING 2001 TRAFFIC COUNT FOR ROUTE 11 = 16,000 VPD BETWEEN RT 372 AND THE SOUTH CITY LINE 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. IN(DISIF-1)ERT D. & LVIA T. • HNS00 8 7F= [PLAN 3595 UE33o [H 0 U 7 [F= I I VALLEY PIKE BACK CREEK MAO87[F=R AL DI T' ICT FREDERIC COUNT VIRGINIA 1 / ® EX./ fRE HYDRANT e � / 60.00 1 �\ -� -1O i1 1 i . 1 51. Fr. IMICHAEL D. BOYCE & I I /3595 CAROLINE N. BOYCE I I Yolley PIke ieinr u_ n•nnwncw v I \I I I I I I I I EX. FIRE HYDRANT ' PROPERTIES LIMITED PR DB: 959, PG.- 829 77W� 63-A-85 ZONED: B3 ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT 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 EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FIG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.J. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HCS HANDICAP PARKING SIGN HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET 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 NLT NO LEFT TURN 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 R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TIC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMIR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /3: COVER SHEET SHEET 2/3: SITEPLAN SHEET 3/3: DETAILS ZONING ADMINISTRATOR DATE APPROVED z, FREDERICK COUNTY, VIRGINIA w' SITE (PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL w v, G�OQI G��' 00 O�L�IDQ To JO MOON �.J v MITE [PLAN 3595 U.S. ROUTE 11 N VALLEY PIKE ;Y SACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTER-LEWIS, P.L.C. NIP 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 -- Email: office©painterlewis.com PP C®NSULTING JOB NO.: 0509004 SHEET: ENGINEERS SEPTEMBER 30, 2005 1 /3 Latest Revision Date: APRIL 3, 2006 Q � T) T < L , O AI(—C: LLJ 0 W W Q u�I 0 <I Ld I O W I Mo s� o��; �� o II Q .�LLJ Q N it W cy 4 � o W Z �'' � � v' n � z L m - Q o - �'N b'�11- NJ VA4JAI GG X-7 z �/,2t7g1�S o �_----= aagc,�l1—fix =•Xj== Ln � � N w CD cd Q� z � (D QQz CD — Q zza_ [-- LLJ o cn = W W 0 u�n z z 0 z QQw NaM see O O W � Q 0 0 N jj Ln c� z W X F— a- LLJ W U \W QQ :�E cl- W 1 I I I I I I .Q x � W I I II II II II I i I C�- II II I II II W I o 0 1-n, xll Z 41 O 9,00 L X W D O z J W H w J H z V�cr _ Y ,�.� U V) z O_jo-0 .;J> Q w Q ? W (nLLJ �3p�v Of Q y- W 0 Y V � w � ir U w W LLJ oOf 0 MMm LLL- V J O 6 +� a) co N N N 0')rn 0 n � Y U N � i oo��4' N N cp L W �co�c: cn•�'�o� Lo a 1 O ` U a� U W) � V) COa - (p C ~ U 0 LL- 0 E Zw Z,T OF �f�N C. LEWIS 9No. Q 21621041 IONAL SURVEY: C.I.: A&A 1 DRAWN BY: JOB NO.: CBS 0509004 SCALE: DATE: 1 "=20.0' 9/30/05 SHEET: 2/3 >iki LANDSCAPE CALCULATIONS: 1. Greenspace Provided: 54.03% (0.149 acres) Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 2,154 sq. ft./2,000= 1=> 1 tree Provided Trees: 1 tree Required Headlight Screening: 3' high between Rights -of -ways and adjacent properties and parking areas. Provided Headlight Screening: 3' high evergreen shrubs along south side of parking lot along adjacent properties. 3. (1) Tree Per 10 Parking Spaces Trees Required: 4 spaces/10= 0.4=> 1 tree Trees Provided: 1 tree 4. Parking Lot Interior Greenspace: 5% of the parking area Off -Street Parking Area= 2,154.2835 sq. ft. Greenspace Required: 2,154.2835 x .05= 107.71 sq. ft. Greenspace Provided: 6.29% 135.51 sq. ft. LANDSCAPE INSTALLATION NOTES: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. 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. 3. All materials are subject to approval by the Owner or 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. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. 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. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 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" x 2" x 72". 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 planyts. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of 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. 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. NOTE: PLANT SPACING VARIES PRUNE ALL BROKEN, [ WEAK BRANCHES. ALL SHRUB BEDS TO I EXCAVATED OF ALL EX TO REQUIRED DEPTH A W/ REQUIRED SOIL MI: MULCH TO BE 3" DEP' COMPLETELY REMOVE STRINGS, RIBBONS, AN TAGS FROM PLANT. REMOVE TOP 1/3 OF BURLAP FABRIC AROU� ROOT BALL. SCARIFY ROOTS ON PC. BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION W W Z Z J J � W U WLLI U 0 0 o- EX. LANE n ENTRANCE TAPS R 4' SIDEWALK WIDTH 1 /4" CROSS SLOPE = 1 /4":1' MIN. q MIN. '.. {..... CG-7 .. .. ..-1.-..1 1.5" SM-12.5 I...l.j i=i i i-.i i=i i i i i i- T I- I-. 11-1 11-1 I I ILi 11_ -I I I III-i I -I I -III -I 11-1 I I -I I I -I I I I I I I I -I I- 3" 8' 2, 56 12" COMPACTED SUBGRADE NOTE: INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICHEVER IS GREATER. SITE ENTRANCE SECTION NOT TO SCALE EXTEND PROPOSED PAVEMENT SECTION TO LIMIT OF SAWCUT LINE. 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 1fWISTED 4" MULCH 3" SAUCER AROUND TREE EXISTING GRADE 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. TREE PLANTING SECTION PLANT LIST 45° -12" x 18" STD. STD. U-CHANNEL POST PROP. GROUND is RESERVED PARKING (-1 VAN ACCESSIBLE Tr tlao-soo TO■-A1CAY �ff ACCESSIBLE SI GN HANDICAP SIGN DETAIL NOT TO SCALE 2" SM-2A- 8" 21-A COMPACTED SUBGRADE ON -SITE PAYEMENT DETAILS NOT TO SCALE PER PLANS 4" CRUSHED STONE (30,00 PSI) 4" CONIC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) SIDEWALK DETAIL NOT TO SCALE 0,375' x 6°0 C❑NC,-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18' DIA, C❑NCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE KEY QTY. BOTANICAL NAME COMMON NAME REQUIRED PLANTING SIZE SPACING REMARKS BN 2 Betula nigra River Birch 2-1/2" Cal., 12' Height See Plans IC 14 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' a.c. VAN ACCESSIBLE SIGN----\ RESERVED PARKING Tr lloo-soo Ttp�AH1Ar zone SI GN END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45° ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE RF,VISED 7!01 ■■SIMI APPROACH SANE N HIM To OUR ' I ACMc 06 MARLNE SI101MHN ON PLANSI ;SIDEWAT:�1 A ROADWAY q To BE AS _.--------- --- .__+-- ' SHOWN ON PLANS) STB CO-T9 CURS OOMa T ON / � B� ----- -.;. CUU� NwD GUT (STD. 06-61 • sroEvAuc ; �{ ` I �■ a1Es> '' :. _ :' wr OPTIONAL 6- CLASS Ati• A:' :.. __ -----Tt jw FLOW Loa ' EXPANSION JOINT EXPANSION JOINT NOTEeoTN !F F-0.OR, s rJ ILeE ROADWAY SECTION C-C SHOWN ON TYPICAL SECTION. PLAN VIEW I§ CONSTRUCT GRACE CHANIZS WITH A PARABOLIC CURVE. ®INEIN THE 10, PARABOLIC GLOW ICR�PNTlCTH Qi1 �rCM pgyN% RAMS WITH N THE LI� THEMITS OF THE RAQ! SHOULD BE VAX71. FLOW CMA►M TO +_ OPTMIW LNEI _ ._ ----- 11 U W/EM sT D. to 111$ V9[D FOR ENTR dkAT WHEN MMILNE ROADWAY ^%-_ r ___..- ___________ r1 CONJUNCTION WITH V66T PROJECTS. EASE "-- D NOTE THE FOLLOWING:. S SL( 40' MIlN FOR STREET BE UD T WON ET 1[ F ANY U X $O fiOR DE ABLE FOR WIAINL PYTAVEII[NT WH®CH CAN BE OMITTED IN ENTRANCE TIE ENTRANCE.1 SECTION A - A A& � OR COMM T TRSN TEo GUIDELINES FOR GRADE CHANGE D B Y TT /WW1LINE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED N COMAI NCTTON WITH STANDARD ENTRANCE VOLUME DESIRABLE MAT(NAIAA CG-3 OR CO-7 THE CURB F ON T14S STANDARD IS f0 BE ADJUST TO WITCH THE MOUNTABLE CURB CONFIGURATION. HIGH DAM THAN 1500 VP01 O i 3 3 FCSTANNDARD P DESIGN MEOM (SW-*W VPDI 4 3 S 6 X SE DO CM TWS-12 OBE USED LOW (LESS THAN 500 VP0) Sal E A )K PLANS ARE TO MWATE WHEN CONSTORUCTIOM OF A FLOW LINE IS RE O TO PROVIDE POSITIVE ENTRANCE. DRAINAGE ACROSS Tr �T11MAL FLOWUIK MAY REOGIIEKW WATER. P T10N OF (HITTER TO PRECPONOmG OF REFEREH� METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES V�iA DEPARTMENT OF TRANSPORTATION 203.04 CC-6 1 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PALACE, 4000 PSI F PRECAST. 3. COMBINATION CURB 6 GUTTER NAVNG A RAMA OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMB■/AYMN CURB 0. CUTTER. 4. FOR USE WITH STABILIZED OPEN-ORADEO DRAINAGE LAYER. THE BOTTOM OF THE CURB T AtALEL PmBE �T SSUBCBASECOURSES AID TO THE DEPTH OF THE PAVEMENT. S. THIS CURB MAY BE USED WHEN OEStGN SPEED IS 40 MPH OR LESS ON RURAL H60HWAYS AND 48 MPH( OR 4,. 2„ R LESS N DEVELOPED URBAN 6 SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC IS REOURED. D D D D D ----- THE BOTTOM OF THE CURB AND '- GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF T7- SUBBASE COURSES PROVIDED A MINIMUM DEPTH or IS MAINTAINED. THAS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER w5 502 VMGNA DEPARTMENT OF TRANSPORTATION 201.03 v® W J Z =LNZ Ld Y a. Q O . J j 0 C� Ww vim<O ® Of Y W VY W W • ILL c) - W W -3 th /p ,^ M re) ■ r E w 0N +� O O) (° N N n o 0)0) U r­ r, Vi N 3 ® N v v 3 (° °I .-. c WV) J o' L0 a Ii 1 � a� ) � rn ° s 0 W CD L U � C _a _ � U - L- v � LL- I` Z w C� In MENZ of J w L � V) o M21 l? �tizx of Lf� �o c J N C. LEWIS No. 21621 k �.� 1 I10 IAL SURVEY: A&A 1 ' DRAWN BY: JOB NO.: CBS 0509004 SCALE: DATE: 1 "=20.0' 9/30/05 SHEET: 3/3