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HomeMy WebLinkAbout72-06 Mitchell & Webb Office - Shawnee Dr. Property - Shawnee - BackfileGENERAL NOTES 1. The property delineated on this plan is located along Shawnee Drive (VA Route 652) in the County of Frederick, Virginia. The site is currently vacant. The owner of the property proposes to construct a two-story office building on the 0.89 acre site. The primary site entrance will be located off of Shawnee Drive. 2. Property Developer : Contact: Mr. Jim Webb Mitchell & Webb, LLC 19 First Street Suite 202 Berryville, Virginia 22611 Telephone: (540) 955-4300 ext. 1 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 shown on these plans was provided by Painter -Lewis, P.L.C. 5. Site Data: Parcel Area: 0.8966 Acres, (39,057.59 square feet) P.I.N: 63-A-104 Zoning: B-2 Magisterial District: Shawnee Existing Use: Vacant Proposed Use: Office Space Front Yard Setback (R.O.W.): Required- 35' Provided- 83.84' Rear Yard Setback: Required- 0 Provided- 56.74' Side Yard Setback: Required- 0' Provided- 7.09' Maximum Building Height: Allowed- 35' Proposed- 30' F.A.R. Allowed- 1.0 Provided- 0.25 (Total building floor area= 9,792 sf) Greenspace: Required- 15% (5,858.64 sf) Provided- 45.04% (17,589.59 sf) Impervious Area: Allowed- 85% Proposed- 54.96% (21,468.00 sf) Total Building Footprint Area= 4,896.00 sf Total Asphalt Pvmt. Area= 14,387.00 sf Total Concrete Pvmt. Area= 2.185.00 sf TOTAL= 21 ,468.00 sf 6. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 5.47'+ Parking Spaces: Required- (1) space per 250sf of Office Space 9,792/250= 39.17 spaces=> 40 spaces Req'd Provided- 40 spaces including (2) Handicap spaces Loading Space: Required- (1) space for 30,000sf-100,000sf of floor area None Required (9,792 sf proposed) Provided- 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 Sheet 6 9. Lighting: No pole mounted parking area lights are proposed for this facility. 10. Trash Receptacles: (1) Dumpster with wooden screening fence 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on 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. PROFFER STATED.. f PARCEL N) 03-A-104 Pursuant to the appocable provisions of the Frederick County Zoning Ordinance, the uindaralp , a 4 applicant prollars that in the event that the Board of Supervisors of Frederick County shall approve Rezoning Application # o f .-eL for the remning of parcel TMO 754k-018 from B3 to 82, the u6e and development of the subject property elW be dory in strict conkirnivince with the folawkV conditm to forth in this proffer except to the emlient that such amKlifiv may be aribsequwently arnwxled or revised by the aWoent and such are approved by the Board of Supervisors in accordance with the Code d Virginia and the Rofttcic County Zorft Oredinence. These profilers shall be binding an On annsr and their legal successors or assigns. 1.) GanersMerd 9ft Plan The ei icant an see to proffer a Generalized Devebpms+nt Plan (Exhibit 4) dated May 10, 2WO for the pwpose of Identifying the general configuiraticm of an 9,000 square foot 0111110aB. l.111sablstlon orf Olnrct A�ocsss io Rowla 11 The epptarrt agrees 10 prohibit direct access to Route I I from the subjed parcel. L) PON- "I "Na►amarrte The applicant agrees to pn YAM a fire foot sidewalk along Shawnee Drive. (Exhibit 4) 4.1 tlianailmy ConeftrNon Ito Fnedsrtele County SenAos do . Thf owner will dons ils or will cause to be paid to the Sleptww City Vokmbser Fire Company the sun of $1,000.00 for krtpads to Are control services. This sum w4 be paid upon nwalpt of the first building permit issued subsegiuent to the approval of this r=iirili for any proposed structure. The condillone pooft above shaft be binding on #* heirs, exaculorn, administrators, aasipns, and sucoessors In the kvie rest of the owner. In the even that the Frederick County Board of Supervleors grant this rezoning and socepts dross prof/era, then these poifts she/ apply to the lend ramped in addition to the other rewharerrts of the Fraderidc County Code. SuMr+ifisd etr. .y 8 pqp 2 :MillH L MEME L E T FI I I IT L REMMINIM T 1IM111,1LIE FREDERICK COUNTY, VIRGINIA \ SNYDER LANE N ids c4„• I ,, 1/ TER C / z� Q _ -- --- 0p; VICINITY MAP 1" = 600' 63-A-103 63C-1 -9 A. JAY LOWE JR. JAMES CRAIG LIKENS 3364 SHAWNEE DR. 3356 SHAWNEE DR. ZONED RP ZONED RP DB: 962, PG: 843 INST# 050002389 USE: S.F. RESIDENTIAL USE: S.F. RESIDENTIAL ----- s r SHAWNEE.D7Ew EXISTING FIRE HYDRANT 63-A-104 �fi - MITCHELL do WEBB, LLC 63-A-103 / \ PHILIP R. YOUNT TRUSTEE OF / 63-A-100 ZONED B2 THE RALPH P. YOUNT DAVID R. MILLER JR. ' INST. # 060016434 RESIDENTIAL TRUST 3167 VALLEY PIKE -- EX. USE: VACANT ZONED B2 G ZONED B2 - I PR. USE: GENERAL OFFICE INST. 040018113 __ -- LOT AREA: 0.8966 ACRES # t� INST. # 050029494 � � -- � t USE: COMMERCIAL j -- OreJ ► t 63-A-105 DAVID R. MILLER JR. !! ♦ - 3355 SHAWNEE DR. - ZONED RP - DB: 373, PG: 431 USE: S.F. RESIDENTIAL ` N F % 63-A-99 JAMES J. LANTZ I - --� ZONED M2 DB: 587, PG: 396 PROJECT OVERVIEW RESPONSIBLE LAND DISTURBER NAMF- CERTIFICATION #: nATF- THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. 1 " = 50.0' TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (9,792 SF) T = 108 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (�,792 SF) T = 15 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (9,792 SF) T = 15 TRIPS, 17% ENTERING, 83% EXITING 2001 TRAFFIC COUNT FOR ROUTE 652 = 4000 VPD BETWEEN US 11 N. AND SCL WINCHESTER 0 $ JOH C. IS 02iad1 '4r ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT C&G CURB & GUTITER CG-2 VDOT CURB CG-6 VDOT CURB Sk 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 PAVEEMENT EOG EDGE OF GRA\VEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLO(OR ELEVATION FDC FIRE DEPARTWENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRAN r ` F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER r J GV GAS VALVE or GATE VALVE HCR HANDICAP RAWP HB HOSE BIB v HDR CURB 6' HEADER CURB F \' HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FO)UND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI-PRODUICT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN (CURB N.P.S. NO PARKING :SIGN NLT NO LEFT TURIN N.T.S. NOT TO SCALIE OHE OVERHEAD ELIECTRIC OHT OVERHEAD TEILEPHON17 OHW'S OVERHEAD WIRES 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 REMOVIED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCIK TC TOP OF CURBS TEL. TELEPHONE TRB TELEPHONE RIISER BOX TVRB TELEVISION RIISER BOX TYP or TYP. TYPICAL LICE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUNID CABLE T.V. UGT UNDERGROUNID 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 /9: COVER SHEET SHEET 2/9: SITE LAYOUT PLAN SHEET 3/9: SITE UTILITIES PLAN SHEET 4/9: SITE GRADING PLAN SHEET 5/9: SITE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS SHEET 6/9: SITE LANDSCAPE PLAN SHEET 7/9: STORM SEWER PROFILE AND CONSTRUCTION DETAILS SHEET 8/9: CONSTRUCTION DETAILS SHEET 9/9: CONSTRUCTION DETAILS CONTINUED MW ONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL MMC7�HEIU S�z WEB3))[95)U LLC SHAWNEE OFF'HWE [P1n0_101PE1r0_11d7V OFMCM 'L2`)MLoCHC ZFE Pro-LAN SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 0. 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.: 0506012 SHEET: October 31, 2006 1 /g F:\John Lewis\CAWebb\Shawnee Drive Property\SRePlan.dwg Latest Revision Date: February 6, 2007 EX. ENTRANCE li II I I II I I J1151IAUMA7 cum 21" I 1 CURVE ARC DELTA ANGLE RADIUS TANGENT 041=11 8EIIRM 000 VTHEET DT.VOLUMME EESu FNORE r II C1 18.30 0121 12 778.51 1 9.19 SW5428 18.39 VA STATE ROUTE 652 IS: 4000 VPD II I I REF.: 2004 VDOT DAILY TRAFFIC \\ I I VOLUME ESTIMATES. \� AM R-O-w N PROVEM n NM 02 I I ALL PAVEMENT MARKINGS \\ I I SHALL BE WHITE, TYPE B, CLASS I THERMOPLASTIC PAVEMENT MARKING MATERIAL. E �. X ENTRANC� ,� / X. /X. ENIRANC��==-------- EX. C&G - - - _ - -- SITE DISTANCE REQ'D= 390' SITE DISTANCE REQ'D= 390' SITE DISTANCE PROVIDED= 350 TE DISTANCE PROVIDED= 790 (TO SIGNALED INTERSECTION) (TO HIGH POINT) CAT/ tTl� AW nAVIEPP �' _Qrd IV ,r]V l /ve nre Pr r n /iv) w; u P u E"$cG ,,/--PR. RIPRAP - = r 1 EX. EDGE 4�1I OF GRA VEL y d I 'err 10' GUTTER �rr TRANSITION -\- FROM CG-6R r TO CG-6 rr rr� E XIS1-ING BUILDING r r r PROVIDE PS \ r r AT 5 PARKING r r STALLS FACING r r r BUILDING r r r 4' CONC. r WALK TO r r r DOOR r r r r r r 00 PR. YARD IDRAIN INL � I 75 IN 0 I� I a 3g.9 I� EDGE OF GRA VEL Scale 1 " - 20 ft 4' CROSSWALK LANE STRIPINGF EX.-\ 110.50' 1 1 _ VVI\LV � TO EX. CURB & GUTTER !Z�AS"REQ'D­--­4`9.6'8' V' EX. C&G ------ ---- EX. C&G__ \ EX. ENTRANCE EX. 35 M. P. H. SIGN L_ _ __ - -j END PR. CONC. WALK AT PROPERTY LINE AS SHOWN T" FLO J I----.- - - - 1 � � U1 I ^I I EXISTING HOUSE 9 1 1 L-------------I NOTE: PROVIDE 1' CHAMFER AT ALL CONC. WALK INTERSECTIONS. Virginia Department of Transportation Staunton District Rev. May 1, 2004 VDOT General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore all traffic a c control fla ers must be certified d in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified_ V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdroins shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT-, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM 'TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, [BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIWE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS 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 WITfH THE STANDARDS AND SPECIFICATIONS OF VDOT. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UIPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR! TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER„ AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (1') FOOT HAS BEEN ESTAIBLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATIION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DOME 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 VA ROUTE 652 R-O-W. 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SIUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY, 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, 'THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS (NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUIBLIC R--O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE T'O HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAIVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL EBE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALT_ RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL SITOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, (FERTILIZED AND MULCHED AS NEEDED. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GRZOUP (B) BUSINESS OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 20)00 CAN BE UTILIZED THROUGH MODIFICATION). 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PAIRKING AREAS SHALL NOT EXCEED A 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALT_ COMPLY WITH C.A.B.O. Al 17.1-92. 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. 6. A PERMIT SHALL BE REQUIRED FOR ANY BUSINESS SIGNS AND/OR POLE LIGHTS IN THE PARKING AREA OF THIS SITE. V) Z O W V)Cncom ct O O Cf) O Z V) O Z j(n V) O Cr U CL Q cc Z U Z o Z � U � � Q W Z O ^t CN Q N \ N O 0 0 .- 04 0 g w F- cr: U Z Q U J W CL V) Z W�> W W CL N Q w 3Wc,)WZ R �3IpV)0 > Z F- D J o J U wWm = W Y _U U H Z Q W Wfv Z WD =�3W LUG. LLJ O N 0 = L_ 0- V) ■ U J ■ a E 41 O N N � LO � 0 Vi (0 W &0�� L Q 0 W V) V) U � o - N U 0 1_2 w a a LLUI0 Cn WE J � LJ � Z I IN U) ' Z 0 U OW o���PtiT H O kL1 O 9 No. 21621 SSIONAL SURVEY: PL-PLC C.I.: N/A DRAWN BY: JOB NO.: SS 0506012 SCALE: DATE: 1 "=20.0' 10/31 /06 SHEET: 2/9 F:\John Lewis\CAWebb\Shawnee Drive Property\Siteplan.dwg .1 1 II II II I I II I I AVmmw C&ff 1' l71" CURVE I ARC I DELTA ANGLE I US I TANGENT I O OW BEARING ICHORD II I 1 C1 18.39 01'21 12 778.51 9.19 SMMCME 1 18.39 Ilw , 1 II z I I II «Q 1 4--67.83'-24" RCP STY. SEW. 0 0.99% II, I I III , 1 IIw I I II 1 1 EX STORM DI A' APPROXIMATE CONNECTION lypp EX. STORM DI E' TOP=746.60 TO EX. UGG-COORDINATE WITH UTILITY OUT=738.91 I i I I TOP=747.EX 6" I I IN-739.02 = 43.65 e\ 43.27'-24" RCP STM. SEW. 0 1.22X EX. SAN. MH A" --- _ -- - -- 403.41'-8'PVC SAN. SEW ®0.47%------�-1====---___ - - � - - - - - - - - - - - -- TOP= 746. JO' \\ EX. STORM B" s � D/'><Rl lri - �57�!?�' ROB 65 f (VARIABLE R/W) 35 AfP. H. 11 IN FROM B"=736.80' x 141 TOP=746.31 11 o I �43.15'-15' RCP STM. SEW. R IN FROM 4" SAT.=736.81 \\ I I IN FROM B1 "=740.11 EX. 1.5" WATER S� OUT=736.74 P,\\ IN FROM "C"=739.87 1I Q SERVICE s - - - - - - IL - - - - IN FROM 15" RCP=74 67 - �, - - - - - Z\\ I I OUT=739.55 ----- - ---- _ _ 1) Q REPLACE EX. DI (1) 6 GV I T_ EX 14�WATER MAIN EX. STORM DI 'C' T.B.R. In I OWITH PR. MH-1 14"x14"x6" TEE APPRX. LOC. GRATE=743.76 11 PR. TOP= 746.26 AND T.B. I I IN=740.85 I OUT-740.54 PR. 15" INV. IN= 740.85 I - 11 k I I - - - -- _ D 1= EX. STORM Dl a TOP=747.35 f _-28 577v1. SEW. \ - _ _ _CPS - - - -90. 8 15 RCP \ _ 1a! SEW EX. _ - OUT=743.09 13. 43'-15" RCP - - _ ®� B2 EX. CO 11 WV - - % -1--EX. WV STM. SEW. 0 9.23% B ' - = _ - If- l � \ . b EX. wiu _ _ . ��_ - - - - EX. STORM DI Bl " / TOP=745.74 INV. IN= 742.9 ©/ - �_ _ 137.96'-15" RCP STM. SEW. 0 1.62Z OUT= 740.93 WPP I SEX. TRB _ REMOVE EX. END SECTION ►QINSTALL PR. EW-1 �/ �1 11 I -EX. UTILITY �..� 15" INV. IN= 742.9I - _ 1 I I EASEMENT EXISTING FIRE HYDRANT CO NECT TO EX. FH ASSY. #1 / LQom. �- - SEE SHEET 1 FOR LOCATION 4" ggAN. LA } W/ a}' PR. 1.5" 22.5' BEND Q WATER 1 EX. 4" ROOF DRAIN d N 1 APPIRX. INV= 739.00 Vie° / METER 1 IY ` Of 0r- /// 1 U- i d i PR. 1.5" TYPKE K _j .�.► o,`O 3 COPPER WATERLINE / 1 i I ,� TO BUILDING 1 - - r. ------__J / \ I/ 1 0 PR. CO --- - ---- 0 Lr8-------- 1 INV.= 743.00 / CONNECT SAN. SEW / TO PR. BUILDING / M AS REQ'D r - ---- i ♦ II z C4to m - --- II I �1 ♦ 1 0 00 o>, ♦ I w I M � C 1 ♦ I W'r.4cW1� 1 ♦ II ��Q^ III �yacc 1" -- ♦ 1 O O 1- 11 --- --.. ----- I ♦ _-I I �3Zptai \ I i W IY L. Ili `♦I I d O _ PR. DI-1 ♦ �I1 I 0/A -- GRATE= 744.30 INV. IN= 742.00 Oil Qom'/ `' 1 INV. OUT= 741.90 ♦ o_ ♦♦ II 1 I ♦ I j`j �► ♦ II / I �lun �v:40 `♦ I I 1 PR. DI-1 C©GRATE= 745.00 ♦♦ it INV. OUT= 742.58 16� I----------- � I �♦ II 20 0 20 Scale 1 " = 20 ft I I I I I I I I I i I I L--------- - - - - - - SANITARY LATERAL PROFILE SCALES: () 1" =50.0' O1.. = 5.0' 750 _ _ - -- - - - 750 -------Ex. - RADE 745 - - PR. RADE RAISE CO AS REQ' R. 15 STM SEW. 730 ----1 T------ H 725 - •R ..-_.--.. CY 0 Ir 35 730 O Q W �; - ,.� 0 z J O zm Z o Z >m --- - U (L - o U L Li') O 004 0_N._ -- W O In Z + W d + U 10+00 11 +00 - NOTE: PLEASE REFER TO SHEET 9 FOR THE FIRE HYDRANT ASSEMBLY DETAIL. CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 110" PILL WY K Do" TKQICH WI.YL VICEPF MW OMMIIC 7LIs t CLA FREE or RODIs, OrMsi I LAIM 711LM 3" DIIWETER VDDY CLA/s I 57 s®OINO • OHM RE 71111101p/ I101E0M R HOCK. R SHALL K L71Orom M A WI MMI OF Ir' 5ELOI THE Offr M 6 1NE PPE AM MpOslm WIN ImDRR/ MYIIVIAL FIRE OF ROOM DEtRI • IRMEs • sMI.IE U11IMcE a LI.FiRIL PIPE SOAL K 0=0 ON A ImINS" OF i LODW IILIORII . MCMFRL 10 K PLACW IN /Y'• LIM AHD COMPACIm TO ow OF MAXRKIII am OEMMY STANDARD STANDARD BEDDING DETAIL DATE: 4/05 DETAIL N0. OUTSIDE TRAFFIC AREAS (PVC OR DIP) INS - 1 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES WOOF CLAM IOU /ACl/lL PLACE N / INCH LWM ODMIRACIED m . MOM M WOM 1110170M K MOCK, R OVAL K VICORM 16 A INMMIN Or r ■ m 111E sorrow of TILE Apr No mockm1.m ww KLDIIO 66"D L FREE OF Ooma omm &L slows • MRIR suU K LO SQM&L PIPE SHALL IE RIEDDm ON A MEAIMIM OF I" 11001M6 W1701AL • YONtMl TO K PLAM IN RY• LIPTI AND COMPACTED TO wx OF MAXIMUM am marry REPLACE SURFACE N IWD sDM OF MAN AM DRY DENSIFr //i/ // wor cuss n soDIID ///I- STANDARD STANDARD BEDDING DETAIL DATE: 4/05 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) INS - 2 SCALE; NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITI 1" COPPER TUBING *% TYPICAL METER SETTING INCLUDES: 11' METER 1 • METER SUPPLIED BY THE CITY OF WINCHESTER YOKE INLET VALVE - FORD MODEL B04-344W YOKE OUTLET VALVE - FORD MODEL HHCA94-444TV YOKE BARS - FORD Y5O4 CORPORATION STOP - FORD 1' MODEL FWOO OR A.Y. MCDGNALD MQ0fEL 47019-22 METER BOX COVER - X32T WITH STANDARD PENTAGON NUT l 24' DN. X 30' HIGH H" DENSITY POLYETHYLENE METER BOX IN COVER EXTENSION RING - EXT 1 ' METER BOX - 24 X30" HIGH DENSITY POLY MMfNE 2' _ 6 " VARIES I MEW am . MUM FRAIE I Z COVER J W • •' , � .. '. - CON 00NNEC110N F- I A WI _ ^ o BRASS ANGLE METER VALVEITTIOf WITH COPPER FNG e l D 0- DOUBLE I CHECK VALVE j 90TH ENDS COPMR) TYPE "K" TYPE "K" « 1" COPPER I LURING 1" COPPER TUBING j I 4' M114. #57 STONE i I FIRM UNDISTURBED 1" BRASS -- I �- COUPLING NUT EARTH I I I CRIMPED i" COPPER PIPE OUTLET WATER MAIN CORPORATION COOCK ASSEMBLY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 4/05 DETAIL NO. SCALE: NONE WD- 3 Cn0(ACnm z .O a� o Q) O (n � ° o Cn o � CL O C) � Q U � O O O O O O O N Z 4z J W .J Li - V) W J F- z u VM�H? JW0-V)C� Ow0> Ix W w Q_ U) a w 3wowz �3RpN0 JaJ(DU W = Wmmy W V_ ()zWWW ~ Q- ��WQ� LL.Za w 0 O � ILL. U J aN Rln ++ O N Cn Ir) C7) E O Cn_ N cV I N CD I N (Q 3 L o•� �( W rn 0 O J U)' '0 LC)® � ItC:(n L N W O3 � 0 L O o �' L d a CL 0 U) Z J W � W Z 0 OZ 'T ���H OF J C. LEWIS No. 21621 04:. k4��SIONAL SURVEY: C. I.: PL-PLC N/A DRAWN BY: JOB NO. SS 0506012 SCALE: DATE: 1 "=20.0' 10/31 /06 SHEET: 3/9 F:Uohn Lewis\CAWebb\Shawnee Drive Property\Sdeplan.dwg �1 II I 1 II I I II I I II I IivallZMAW cum JIM" CURVE I ARC I DELTA ANGLE I RADIUS I TANGENTI CHORD BEARNrG ICHORD II 1 1I C1 1 18.39 01.21 12 778.51 9.19 S5V54 28 18.39 II I 1 II 1 I II 1 I -67.83'-24" RCP STY. SEW. 0 0.999' II 1 I II I 1 II I i II I I II 1 I EX STORM DI A" EX. STORM DI E" TOP= 746.60 1) I I I I I TOP=747.32 OUT=738.91 1N=739.02 / \ OUT= 43.65 ,� II - - -�---------- - - - - - - - - --_.-- 43.27'-24" RCP STY. SEW. ® 1.22% \' EX. STORM 9" UI%� , A ,' � �,' , (VARIABLE R W) 5 &P.H. \\ I 4I TOP= 746.31 11 ( / / \\ III IN FROM 91 "=740.11 1-43.15'-15" RCP STM. SEW. ®1.46�' \\ IN FROM "C"=739.87 II ----__-- ------------_----- IN FROM 15" RCP=741.67 I I -OUT=739.55--_-_-_- - --- --- --- _L- __----==1 --------1------Ir ---- _ - - - - - - EX. STORM DI "C" T.B.R. I t REPLATH PV. CEX. DI _ - - - - / GRATE=743.76 11 I OPR. TOP=M�4 1 ,� 1N=740.85 II I PR. 15 IN 5 747.1 t 1 I I :46 \\ ���[[[ OUT=740.54 X. PVMf._ - - - ----+L1CI�-------------- � EX_TC _ - - - - D - e - - - - �(. TC p l _ T P STOR J Dl _ J� - Q�B C - - -" RCP SEW. ® \ _ _ --RCP - - - _ - 1N=743.02 -90.28 15 STM - S-i11y SfN%_4'' OUT=743.09 =_--- - _ - - - --- 13.43'-15" RCP - - _ - _ _ EX. STORM DI Bl " STM. SEW. 0 9.23°r i - 74E INV. 742.9 _ ,r h C J� 1 t- -- i _ _ 137.96'-15" RCP STM. SEW. ®1.62% TOP=745.74 OUT=740.93 - - - i:_���' �a�• p _ - - � REMOVE EX. END SECTIO� QINSTALL PR. EW-1 \. / 1 15" INV. IN= 742.9 \� 1 i EX. 4" ROOF DRAIN 1 1 745.3 1 / TC \ \ _ / / 1 // 1 / / r / %\,// 1 � ♦` II II♦♦ I \ I ♦♦ II ♦I" \ I 1 ♦♦ II III ♦I 1 \�I1 ♦ II ♦ I ♦ I I N. OJ ♦♦ II � I ♦ I \ III ♦♦ c� T.A b11115� ♦♦ I I I Val I ♦ II♦ Ii ♦ I ♦'' I ,,4' CURB -CUT PR. DI-1 �.Z GRATE= 745.00 INV. OUT= 742.58 20 0 20 60 Scale 1 " = 20 ft i- - - - - - - - - - - - - - - - - - i I I I I I I I I I I I I I PROJECT DESCRIPTION Preparation for the construction of the proposed project will include the rough grading of approximately 0.8 acres of land. Grading operations will generate fill and cut material which will be utilized on -site. (The property DEVELOPER must apply for VPDES for construction activity through the Deptartment of Environmental Quality as required). Existing Site Conditions The site is an open field which is currently vacant. The ground slopes down from the southern property boundary to the northern property boundary. Adjacent Areas The site is bordered to the south by an existing light industrial development. The northern property line is adjacent to the Shawnee Drive right-of-way. The property to the east is currently a single family residential home. and the adjacent property to the west is used for commercial purposes. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. Erosion and Sediment Control Measures 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed site entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand alnd repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and along the western boundary line adjacent to the commercial site. The fence shall be maintained until permanent seeding has been established. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 A silt fence drop inlet sediment filter will be installed around the proposed storm water drop inlets immediately after installation. The structures shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the traps restored to the original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be reimoved and the area stabilized when the remaining drainage area has been properly stabilized. 3.19 Riprop shall be provided between the parking area curb cut and the existing pipe inlet along Shawnee Drive as illustrated on the plans. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a, minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is March 2007 through October 2007. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 trans per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryeg rass 12 Ib/ac 98 85 Mulch: 1.5 ton/oc small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install :silt fence along downstream perimeter of work areas. 3. Clear and grub the work area. 4. Strip, stockpile and stabilize topsoil. 5. Perform rough grading of the construction area. 6. Install utilities. 7. Install storm sewer inlet protection. 8. Perform final grading of site. Apply seeding and mulch. 9. Remove temporary controls after work areas have been stabilized. CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES SANITARY SEWER MAIN PREMAN TEE OR SEWER SERVICE CONNECTION PER SPECIFICATIONS 90- UNLESS OTHERWISE SHOWN ON PLANS SDR 21 GASKETED PIPE AND nTTINGS STANDARD GRANULAR BEDDING THROUGHOUT CLEAN OUT PROPOSED SERVICE LATERAL IGID FERNCO COUPLING XISTING SERVICE LATERAL STANDARD STANDARD SANIITARY DETAIL NO. LATERAL CONNECTION SS- 3 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES STANDARD DETAIL NO. SS-4 4.s PREMANUFACTURED TEE OR WYE SPRING LINE 5 U DATE: 9/01 CURB it W 0 W N CLEAN U STA( U_ 0 CAST IRON CLEAN OUT CAP WITH BRASS PLUG. SDR 21 PANELLA MODEL PA4SV-CSK (4") PANELLA MODEL PA6SV-CSK (6") INVERT IOF HOUSE CONN. To BE AT' CROWN OF SEWER STANDARD SANITARY LATERAL CONNECTION SCALE: NONE DATE: 9/01 Z O LLd Ln co>_ co Cn m U r� co 0 CD O O O \ N o .- qZ J V) w J f- N ZUQ J W a-N Z w 0 W Of W W VJ Q w 3W0WZ 41 >Z_H=) a D 0 J J C� U U J 2:W UJ U_ U ~ Z LLJ W V Z ir Q w O � Q 0 = W tr a_ ■ U ■ J ■ E O N C'4 rn U) � � N N I N 3 N L O •- L 1 W 3.0 N pi 00 'p J `f' 0 LC) © � C N 4- W 05 O -Ca N _ 'F O - 'p _ U I6 U E LLJ a T H OF O � J N C. EWIS a No. 21621 sS10NAL SURVEY: PL-PLC DRAWN BY: JOB NO.: SS 0506012 SCALE: DATE: 1 "=20.0' 10/31 /06 SHEET: 4/9 F:\)ohn Lewis\CAWebb\Shawnee Drive Pmperty\Siteplan.dwg -- • I I SHAFAWE ERN'- STATE RO= 65,0 (VAR . IABLE R/W� 35OP H I I II I I II I I II II I I II 'aF _ _ _sMvwt---------------------- — — - 741, T \ I 15 TONS Al RIP RAPVDOT N SF i \ / 1 // ♦ �I PS 1 TO MU 1 i l; 1 K I . I� t I II II 11 II� ,___.______ I I I L-----------� l� �1 ,i �1 I 1 r� 1�1 1 µ EROSION & SEDIMENT CONTROL KEY 1 NIr� II 1 I 1 I 1 1 20 0 20 60 Scale 1 " = 20 ft 3.02 TEMPORARY STONE CONSTRUCTION (;E ............................... ENTRANCE 3.05 SILT FENCE $F X--X X--X 3.07 INLET PROTECTION CULVERT INLET / PROTECTION PRO -SILT FENCE 3.19 RIP RAPE) 3.30 TOPSOILING 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING Mu ------------------------------- I I I I I I I I 1992 IS70NE ("ONSYTRCCTIO T F1N1TP.'1 NC'F 70' HIA. �1 :1 TER C'.❑TI1MIN. q SIDE ELEVATION CXVV INN GRfXIN7 COURSE AGGREGATE B N'15T EXTIENC FULL WIDTH :)" 'N6PFti5 AND CGRFSS ODFRATICN 7C' MIN_ WASHRAC'< (OFTIONA-) �\ PMITIVE L'RAINAGE TO SCD'NEAT TP.AP-INF, CF VIIJ PLAN VIEW 12• *14. FX IS TIW.i FnvEME�1T H1JNTAB_-- PER4 <oPTIaNAI� P wFNFNT T 1\ I , \ 10' MN. 0 SECTION A -A RC1NF ❑RCE17 1-1INCRF"F DRAIN SPACE SECTION D-D Source: Adapted from 1983 Maryland Standa-rds for _Soil Erosion and Sediment Control, and Va. DSWC EXTRAS STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT 3.02 Plate 3.02-1 STEEL OR \ WOOD POSTYLOw �- -- 10 FT MAX. SPACING WITH --- IRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR WIRE & FILTER FABRIC WOPD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF 9" MAX. (RECOMMENDED) ,,,.a10 STORAGE HT. �.t:... 4"x6" TRENCH 12" MIN. =� •-- � I � — 12" MIN. -r _._.-I WITH COMPACTED GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 �— SILT FENCE DROP INLET l I PROTECT70N 2 X ♦' WOOD FQAW 3' MIN. ➢OW NeXT AT CtONAM �"�� r"�-.•,ram ice-\ PERSPECTIVE VIEWS STAKE ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION out DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INIXT DRAINS A RELATIVELY FIAT AFMA (APE NO GREATER THAN 5x) WHM THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDINC I C.F.S.) ARE TYPICAL TEE METHOD SHALL NOT APPLT TO INLETS RLCIIVIKC CONCEN7TRATIEM FLOWS, SUCH AS IN STREET OR HICHWAY MEDIANS. r=47.. it 7 ,,. . F+ SILT FENCE CULVERT INLET PROTECTION Plate 3.07-1 T DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION" 1.0' 1.5' N FLOW 2.5' * * VDOT #3, #357 OR #5 COARSE AGGREGATE CLASS 1 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED O z ZVa W a V _! w mo��> W0- V) Q W o W Z �3 >Z_F-:D x V) 0 JOJUU W = W W m Y U_ U Z W W V of c~c ` Q Z C) Li LIJ 0 LL- Q O Ix LL. ■ J E +� O N LO pq O C6N N Ln Fn n N L N (0 I N 3 0 •0 0 W 3.� ��,000 �. . > 0 1 c 0 U WU V) 0 '� o N U p E Lli Q a TH OF O � HN C. LEWIS ' No. 21621 0 10,Cs� �SSIONAL SURVEY: C.I.: PL-PLC 1 1 DRAWN BY: JOB NO.: SS 0506012 SCALE: DATE: 1 "=20.0' 10/31 /06 SHEET: 5/9 -czTI /ve pre Pr P u /10 17107 M AD Ar I r II I II � I 0 11 l II � 1 (6)EA -OPAQUE FENCE I 1, - - - - - - - - - - - I ,I 1_----_.------J r 750 20 0 20 60 Scale 1 " = 20 ft NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. ALL SHRUB BEDS TO BE COMPLETELY: EXCAVATED OF ALL EXISTING SOIL TO REQUIRED DEPTH AND BACKFILLEI� W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE ALL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND ROOT BALL. PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REEMARKS CL 5 Cledrastis kentukea American Yellowwood 2" cal. see plans EA 6 Euonymus alatus 'Compactus' Dwarf Winged Euonymus 4' height. 6' o.c. FI 10 Forsythia x intermedia Border Forsythia 4' height 6' o.c. QR 4 Quercus rubra Red Oak 2" cal. see plans TC 25 Toxus cuspidata 'Denso' Cushion Japanese Yew 36" height 3' o.c. LC 22 Cupressocyporis leylandii Leyland Cypress 4' height 10' o.c. VR 24 Viburnum rhytidophyllum Leatherleaf Viburnum 4' height 6' o.c. ZS 6 Zelkova serrata 'Village Green' Village Green Japanese Zelkovo 2" cal. see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: Zoning District Buffer: Required Buffer: Provided Buffer: Zoning District Buffer: Required Buffer: Provided Buffer: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 20,963 sq. ft./2,000= 10.48=> 10 trees Provided Trees: 11 trees Required Headlight Screening: 3' high along Rights -of -ways and adjacent properties Provided Headlight Screening: 3' high evergreen shrubs along Shawnee Drive parking area. The adjacent property shall be screened by the required landscape buffer. 5% Interior Greenspace Greenspace Required: 14,387 sq. ft. (x) 0.05= 719.35 sq. ft. Greenspace Provided: 888.65 sq. ft. (or) 6.18% (1) Tree Per 10 Parking Spaces Trees Required: 40 spaces/10= 4=> 4 trees Trees Provided: 4 trees A category "B" buffer against adjacent RP zoned, single-family residences. 25' inactive buffer 25' active buffer 229.69' Full Screen (3 plants per 10'= 69 plants) 25' inactive buffer 25' active buffer Full Screen with 69 plants (7 different species, 1/3 deciduous, opaque evergreen screen, 4' min. height at the time of planting, in a 50' wide landscape easement) A category "A" buffer against adjacent M2 zoned property 25' inactive buffer 25' active buffer No Screening Required 25' inactive buffer 25' active buffer LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utiAties 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 discrepancieEs 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 Ilist 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 Associattion 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 s3hare 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 plants. 11. Plant substitutions are permitted with consent from the Landscape Architect and the Frederick County Planning Department. 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. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT gPPI IP PI ANTIN(- RFfI NOTE: CONTRACT HYDROSEE AREAS DI! OF THEIR (2) UPRIC TREES OF TO BE Gt TREE WRI RUBBER 2"x2" HAF 2 PER TR 12 GAUGE WIRE-DOL 4" MULCF 3" SAUCE EXISTING SOIL MIX COMPACTI TREE FRC UPRIGHT FIRM BEA REMOVE r, . 1 PALL Ull a f\r ROPE FROM ROOT BALL. TREE PLANTING SECTION V) Z O w V) Z o z Vn O o ct U U W Z o w Q) Q M Z :5 IZ W a W Z id hili J ZUQ U JWQ'��_ � J m0W�> WCL VJ Q w W 0W Z �3FXpN0 > Z_ F— D _I o J 0 CU W = WMMY W U_ U ~QVLd Z W W X ��L�'Q�,• Z� w 0 O Ii o_ d J a: E 41 o N o �, C6N C V) N N I 3 N N W a ; v� O o J ` > LnLr)� C W O +) N s E o U U U 'p Z Q a () V) MEN ZO� J LLJ ::) Z (n LLILM c) Ow �I,TH F > jP O U J N C. LEWIS No. 21621 N�aSIONAL SURVEY: PL-PLC DRAWN BY: JOB NO.: SS 0506012 SCALE: DATE: 1 "=20.0' 10/31 /06 SHEET: 6/+ F:\John Lewis\CAWebb\Shawnee Drive Property\Siteplan.dwg II w �D - - - - - - I � I f 1 � de j t+"°•Wf \\ .... :�L>w,•?.P'...T,.S'RhI`+C: '.1�IL' / jI 111F^" ,E H PROPOSED C2 I'00/ 11 � CO OFFlCE / �I BUILDING P STORM SEWER PROFILE SCA ES: (H) 1" =5 ' (V) 1_ C CC 1 _ _. _ ._ _ CC 2 750 APR. UGG EX. GRADE 7 730 PR. 153.47'-15 '0 RCP (:L. III V U 51 SLUF't CL. III ® 0.68% SLOPE EX. 81.51 H RCP _- 15" 0 CL. III @ 0.82% SLOPE _ _ __ _ ___ .__---__-___ - --_ 735 730 725 725 Lj O w 712�__ _ . _ __ ._ _. ___ _. --. _ __ _. __ ____ _ _ ___. _ _ _ _ ._ _ _ _. _ _ _. _ co z or, 00 CO O mow Jo �- -_ ^N - w V) z a O ._ 11N �0_ZZO _ _ _Or I_ �zO 101 o II L �] CL � . r II O r > > ZZ _ p �.Li_--- r > 0 T >lzzz _CL;-- _ __ r � in in _ O� to In to O ILD 0 + --fir- L,J a- n 5- Ld LLI + CL 11- D_ + a- 10+00 11 +00 12+00 a-, 1/2 SECTION CAST PON -r-'/2 SECTION STEEL NOTES 2'-7' L 21/i' 12Yi• A 1/4" 1. DEPTH Or INLET (H) TO BE SHHOMN ON PLANS. ' uq to bCrlNp 1'-3'/" � /' Ipnq DMA DEPTH GREATER THAN 10' USE STANDARD \ COS! � B B 2. THE ""- De1fH15NON SIWIMN ON THE STANDARDS A A NO SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL 1 L I CAST RON GALV. STEEL OrHe end PPE TC THE TOP OF THE STRUCTURE PLAN ' IF DIMENSIONS MILE APPROXIMATE ONLY ipnt ING FOR ESTIMATPURPOSES *0 THE ACTUAL ~ Mona Op t N / 66 + t 3.6 I►s, 3 " 4 a"E�MIME S SHALL BE DETFW O BY THE CONTRACTOR FROM FIELD CONDITIONS, Broce Ribs-, inclutill mc4dn9 Weld as 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS ----- l.9s or fors connector& TO BE SHAPED N ACCORDANCE Vt. STANDARD - to collw IS-1. THE COST OF FLIRMGHING AND PLACING ALL MATERIALS INCIDENT& TO THE SHNAPNG IS TO BE b\i INCLUDED N -HE 010 PRICE FOR THE STRUCTURE. 2' '/_' ■ T'/=•• . 4• J Luq. '/}' a 4•' 4. N THE EVENT THE RWERT OF THE OUTFALL Stud Show Stud PIPE IS MIGHER THAN THE BOTTOM OF THE 4 _ STRUCTURE THE INVERT OF THE STR,ICTLIW SHALL BE SHAPED WTH CEMEN' MORTAR i0 „ ��_I ?_II PREVENT STAtOt1O OR POND04G OF HATER I{_?- N THE STRUCTURE. THE COST OF FW"89-RING PLAN NO PLACING ALL MATERIALS INCIDENTAL TO (Grote Removed$ 2r INLET SMAP1W IS TO K INCLUDED IN THE BID PRICE FOR THE STRUCTURE. Y SECTION B-B 5 STEPS ARE TO BE PROVIDED *HEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1 OMEN5K)NS FOR COL LAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST " ONLY 7. M 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C•C TO BE PLACED N ALL AREAS ADJACENT 4•-2•• D TO ABUTTING CONCRETE TO PREVENT Nordeare Cbtn 2. IN SETTLEMENT INLIEU OF DOWELS A 2"X4•' 7 NOTCH MAv 8E PROVIDED. SEE STANDARD - T-p-3, 4 FOR ALTERNATE OCSION. See Note 8 r\v 8 3" DWWTER WEEP HOLE WITH 12"X12" PLASTIC � ,A � L nII NAIROTNAITE CLOTH '/," MESH 011 GALVANIZED • . E DDDODDDGDODDDD STEEL WEE, WO" MINE AMMETER 0.03", �^P D Ceea. ---♦" depth Aggr e08, 78 C '(jII(, NUMBER • MESH HARDWARE CLOTH ANCHDRED 12 a a to . 6" •idth DDDDDDDDDDE J�A-' FIRMLY TO THE OUTSIDE OF THE STRUCTURE. E E 24 9.CAST IN PLACE CONCRETE IS TO K CLASS A3 ,2"-15".,6" a. ODDDDODODDDDOO " (3000 .SIT PRECAST CONCRETE 15 TO OF.DaD PSI, . a 10 ANY ALTEMMtE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER • • • O DDDDDDD 1 BE UHEREONTED CDR. THE CAST IRON _.i tj LUGS AS SHOWNAY -�2, SECTION A -A I4 J /� CONCRETE QUANTITIES OR MIN. DE�Tf I f 12' Concrete pipe - 1440 Cu Yet. Ca+creten_ SECTION C SECTION D-D eon. ts' ve1: pipe - 1.52e Cu. Yes. Cone.ete %a' concrete pipe 1620 Cu. Yes Concrete 24" concrete pipe - 1.017 Cu, Ydt- Concrete GRATF DETAIL Add 0.469 Cu. Yes. Per odditiond toot of depth. APPROXAMTE *EIGHT Cost Yon Grate M3 t 0 bs STANDARD DROP INLET KFFW M 12" - 24'' PIPE: MAXIMUM DEPTH (H) = 10' 233 VIRGNIA DEPARTMENT OF TRANSPORTATION 302 WHEN DR'FERENT SIZES OF ZPFS ARE ENCOUNTERED. NOTES SHAPING OF MM04OLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF S-RUCTURE UM04C)LE OR DROP INLET IS TO BE FORLIEC AND CONSTRUCTED IN ACCORDANCE OfIH APPLICABLE STANDARD OR SPECIAL DRAW"[;. THE INVERT SHAPING AS DETAILED HEREON S TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORIO40 TO CLASS A3 OR CLASS Cf. EXCEPT THAT 25X OF COARSE AGGRE.^,ATE MAY K UP TO 4" N DIAMETER N0 CONSIST OF STONE, WOKEN MICK POKE TE OR HONE DINGED TE THE ALINE SHAPE IC ELEVATION OF MIS, -POINT OF _LARGEST PIPE. I I I 1 I I I I I � I I I .q SLOPE ILO DRAIN PPE TO INVERT SECTION A -A OF OUTLET PPE METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO LAVER- OF OUTLET PPE N CONCRE N C BLOCK. Sl1R'F I .... , SHALL BE LEFT SMOOTH TE WEANS OF IN E OSED SLING. NONE I 1 I OF TIN[ COHSE AGGREGATE SHALL REMAIN EIPOSEO. TO DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE INIDIVIOUESS"-' PURPOSES ONLY LTO EACH MANHOLE ANHO EP R DROP INLET 1 AND BE SHAD COWICURATION AND FLOW LINES. SECTION B-8 PL AN METHOD OF TREATMENT IN MANHOLES TPECIICATION ow,moa STANDARD METHOD OF SHAPING MANHOLE k INLET INVERTS 302 VNOINA DEPARTMENT OF 'TRANSPORTATION Scenario: Base Node Report 2 Year Gutter Spread Label Inlet Area (eves) Inlet C Time of oncertrsT (min) Additional Carryoverva (cjs) Ground letion (ft) Rim levation (t) ydrauk Grade Line In MM ydraul Grade Line Ott Local ntensry (infix) Local stional Flow (CIS) Gutter Ditch Spread (t) 0-1 741.00 741.00 738.24 738.24 A Curb 013 0.16 0,80 5.00 0.00 746,60 746,60 740,06 740,06 5,32 0.69 5.66 C 746.26 746,26 741,65 741.65 C1 Grate Dl-i 1.90 0.50 15.00 0,00 744.30 744.30 742.83 742.83 3.35 3.21 15.31 C2 Grate D1-1 100 0.50 15DO 0,00 745.00 745.00 74310 743.10 3.35 1.69 10.55 B Curb DI-3 0.12 0.80 5.00 ODD 746.31 746.31 740 68 740.68 5.32 0,51 8,55 D Curb DI3 1.38 0,60 15.00 0.00 747.35 747.35 743.58 743.58 3.35 2.80 8.36 E CurbD13 0,17 0.80 5.00 0,00 747.32 747.32 743.90 74390 5.32 073 5,05 B1 I Curb D1,31 03210701 5,00 0001 745.74 745,741 74167 1 741.67 5 321 1 201 10.35 Title: MITCHELL & WEBB. LLC Projed Engineer P WNTER-LEWIS, PLC . 51..A..u,ebb1s,hA ree drive pmpedy+projectl.stm Paint -Li is Sto-CAD v5515.5006] 11A3A6 09,67,27 AM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 00708 USA +1-203-755-1868 Page 1 oft 106.08 s O SEE VOrE I SHAPE TO BE BEVELED WITH MORTAR i i D I DO NOT BEVEL VVFRT 1 t-- L NOTES 1 'H" MAY BE REDUCED UNTIL .'x'. REACHES A MINIMUM OF ♦- WHERE ENDWALL 6 BEVEL EDGE IS REOIARED ON THE HEADWAL_ AT THE INLET ENC Or THE WOULD PROTRUOF ABOVE SHOUtnFR I. INF. IN No "ASF SHALL TOP OF FNDWAL- CULVERT (WHERE THE FLOW FNTFRS THE CUt VFRT1 PROJECT ABOVE FILL SLOPE, DITCH SLOPE, CR SHOULDER. T HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SCUAPE 7 THIS ITEM MAY BE PRECAST OR CAST IN PLACE, EDGE OR BEVIEL EDGE. 3, ALL CAST 44 PLACE CONCRETE TO BE CLASS A3 Ff+P ^Gfr',A5T SCE ;'HEF' 8 ON SHALLOW FILLS, WHERE ENOWALLS ARE 1'OR LESS BELOW SHOULDER 02 LINE, THE TOP, OF THE ENDWALL SHAL_ BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS 0' TO 45• ) 9. )/,' CHAM"ER IMAM BE FROVICED ON AL EDGES AT MANUFACTURER'S OPTION. 5 HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE .k CONFLICT WITH INVERT OR WINCWALLS OCCUR. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PPE CULVERT 12' IS" 1 Ie" 1 21OR ?4 21 OR 30" 33' OR M A D-6" 0'•e" 01-9•' 1 0' it T-0. _7, _0 B 0'•1+' r 1" } 1'-6' 1.-91, 2'- 0" C T-4., ,.-7.. ,,_9., 2'-2" 2'-61, 2.-9" F 0'-6 0A. 0-9'• 0'-9' H T-3" 2'-11" p-r• p-g' 4--3•• 4'-9' L 4'-0' I S'-7" 6'-0" 1 8'-0" 10•-0" 12"0" D'-2'• T0'-2/,., 0•-3'/r 0•-3Y, b 0' T' 0--TA" C'•f'/r.. 0'-2. 0'-21/r. O,-3„ CUBIC YARDS OF CONCRETE COW PIPE 0.2n 0.492 D.697 1.319 7067 2.947 C.M PIP[ 0.257 0.521 0.739 1398 2.196 3.145 EN' -IA I ENDWALL f Oq ELLIP I ICAL PIPE SIZE OF El LPT CAL PIP'F C01 VFRT (SPAT . RISF) 23-04' 30"09' 34".22" 38".21" 12••47- 15'.29" 49'.32' 53'.34 A 01-e1• O.A. 01-IC" 0 -11.1 0 -Ir 1 -0" 1'-0' 1'-o- a T•2•-Y ,'-s•' 1-6'• ,•-e•• ,•-s" T-1o•• I ,r, ,.,,,.. ,_ 1, 8'. 1.-W :2'- V' 2„-4" 2.-5. 2._7.. 2'-6„ 2,-9" 0 T-2" 1'-7' 11-101, 2'-0' 2'- 3' 2'-5" 2'-e" 2'-10" r 0'-8' 0'-a" 01-9'1 0 -9•• 01-9" 01-9- 0'-9" 01•9 H 2' 10" 3'-3" .3 -7" 3'-9" 4•-0. V-2" 4._5.. A.. 1. 7•-2" W-6" 9.-2- .0.12. 10'-11. 12'-1_ 12. ,... S r•n' T-15" 0'-3i4" 22•-10" 0--31/2" S-2" 0'-41* NA" 0-4V," 3'-9" 4'-r' 0••4i'.' 01-51• 0 S'/2'. b 0'-2" 01-2/," 0'-2):" 1- 3- 0'-3/2" 0 3)'4" 0' A" 0'-4112" CUBIC YARDS OF CONCRETE CONC PPE 0.502 0.655 1.236 1 1.500 1 1.811 2.101 1 2.512 1 2 801 I SPECIFICATION REFERENCE STANDARD ENDWA_L FOR PIPE CULVERTS ,D5 12"-36'' CIRCULAR AND 23"x1L"-53"x34" ELLIPTICAL P PES 302 -- -- VIRGRAA DEPARTMENT Or TRANSPORTATION �n SI E ST AW-rAPAC it -,FOP APPI K AI@ I' Y 01- SAF E I Y SL?49S FR�covv[R NOTE, � ARTY EM C�D0qr�R y i c.Aoc w TF( MBE OF MORTAR OR T ONCK RB OMCVn 9V TIB ViICW". T O. Sir ' •�' t ll'R• 4 -r- E2 a SALL INDI ILM ( ) SECTION B-B BROCK CONCRETE OR CONCRETE BLOCK I "Try 1 or 5 FLAT SLAY TOP AS DEIAILE; ON ST AOARD -112 WAY ! SMSTTTUTEO FOR rAPfWD SECI,OA WHEN APPROVED B 'HIE tNIGMNEE12 43, HALF PLAN VIEW HALF SECTION A -A M M" FRAM[ AND COME* RFnOYCW BROCK CONCRETE olmst 1, QL M name DM! AC1. E BY "I BE 7E0 TO D TABLE OF OUROM" OBTARN "MpOUNRIpTFES. DEPTH OWN MNOR ECoNwit : f30MIPUTBMC CONCRETE OrIWINS'ED N sFOOT OF OCPTNROR LACH Y Y 4. NMNEBMALS MAY BE -- C , COMCMTE OR Tim I MIROKb COrM?t %Vs*G E�BLOM S. i 6Of Mr. ro s to /Q D1BM E ALL COMICMt79 TO t C A IIIS AT. Dim 7. O E% SPPECIFED ON PLMR INC 4 INVENT oIIS■ '0 WI SHAPES, N M aorr`�F""I" Mono .Llano PSimT H SamIL N THE BD s�wunURE. MANHOLE FOR 12" - 48'I PIPE CIUEVERTS Kv.;j' 7MR V110NA OE W"oo Or TMNMr!'QrT ivm 302 tOB.OI Scenario: Base STORM SEWER REPORT-10 YR. 0 Label Downstream Node Upstream Node Area (acres) ',ornposte Rational C Total Flow (cfs) rotal Floy, (cfs) Section Size Length (it) Average Velocity (Ifs) Upstream Insert Elevation (t) Downstream Invert Elevation (rl Constructed Slope (IEIft) Upstream Structure HydraulicGrade (it) Design Capacity (cis) Ground Elevation (8) 0-1 13.92 741,00 A 016 0.80 1.33 1398 746.60 C 8.16 746.26 C1 190 0.50 4.40 6.53 744.30 C2 1.00 0.50 2.32 2.32 745.00 B 0.12 0.80 416 13.64 746.31 D 1.38 0 60 3.84 1.81 747.35 E 0.17 0.80 0.93 0,49 747.32 B1 0,32 0.70 4.90 4.90 745.74 P-1 C1 C2 2.32 15 inch 113.00 1.89 742,58 742.001 0.005133 744.08 4.63 P-2 C C1 6.53 15 inch 153.00 5.32 741.90 740.85; 0.006063 743.93 5.35 P-3 8 C 8.16 15 inch 82.00 6.65 740.54 73987 0.008171 742.37 5.84 P-4 A B 13.64 24 inch 43,00 8.16 739,55 73902, 0.012326 740,88 25.11 P-5 0-1 A 1398 24 inch 68.00 7.54 T38.91 738.24 0,009853 740.26 22,45 P-6 D E 0.49 15 inch 43 DO 3.55 743.66 743.02, 0.014651 743.92 7.82 P-7 C D 1.81 15 inch 138.00 5.37 743.09 740.85 0.016232 743.62 8.23 P-8 18 IB1 I 1 1 4,90 115 inch 9000 558 740,93 740 11 0.00911 1 741 83 6.17 Title MITCHELL & WEBB, LLC Project Engineer: PAINTER-LEVAS, P.L_C .\...+ca W@WWmWrlee drivepropertyprojedi.stm Pairtert-eYAs Storm CAD v55[5.5006] 11 A3A6 09:59:00 AM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 00708 USA +1-20113-755-1666 Page 1 oil 0 Z _J Q 0� {.L Z 0 W 0 V/ VI Z Of0 00 Ile - En W < J \� f- ZV Q u�g�Z J Ld 81, O LLJ W w o- c Q w �-- 3w0wZ Fr �Wp-0 > Z_ F- J0_jOU U j = W W m� Y _U 0 ~ccQ Z30,' W W LLI UZO ry LL-I V / jz Q O = LL I.L. ■ ■ E ^ Q) L N 0 L0 Ln , cn - V) CN N (0 c0 I 3 N (D (0 C7 •0 Q) C N pI LD ^...� 00 O � W INIIIIIIJ H-� 1 'q- p 't a �y1r a) 0 W (n rn 0 0) 'E o U U C) LL E Z Ld Q a 0 V) ME Z0_� JLLJ LJ V) Z 0Z LTH OF Dr 0 1� OHN C. LEWIS 9 No. 21621 V6 A: P0�� SSIONAL SURVEY: C. I.: PL-PLC 11 DRAWN BY: JOB NO. SS 0506012 SCALE: DATE: 1 "= 50.0' 10/31 /06 SHEET: 7/9 F:\John Lewis\CAWebb\Shawnee CG-6 VAN ACCESSIBLE SIGN CIO cn >- cn cn m NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 COMBINATION CURB 4 GUTTER HAVOC A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURS) SHALL BE PMD FOR AS RADIAL COMBINATION CURB GUTTER. 4 FOR USE VATH STAe1EIZED OPEN -GRADED ORNNAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER gym K CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES MID TO THE OEPTN OF THE PAVEMENT S, THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS 40 4S MPH OR 2" a LESS IN DEVELOPEDURBAN i SUBURBAN ESIGN SPEEDS ARE AREAS. IF THESESEDESIGN EXCEEDED STANDARD CG 7 IS REOUIRED ` t7" ------------------ THE BOTTOM OF THE CURB AND GUTTER MAY BIE CONSTRUCTED PARALLEL TO THE SLOPE OF 8' 2-0- SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MNNTANED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR IFICATION -- -- ERENCE COMBINATION 6'' CURB & GUTTER SOS 502 VI'RGIMA DEPARTMENT OF TRANSPORTAT,ON 201.03 13" COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE EDGE OF GUTTER TYPICAL CURB CUT DETAIL NOT TO SCALE 2x4 TOP RA 1x6 BOARD, FRONT & B, TOE NAIL E/ W/2-8d(EA. 2x4 MID RA 8'-4x4 POS 2x4 BOT. R, ATTACH RAIL W/3-1Od(E/ I 12" DIA. PO FILL W/CONI —i NOTES: ALL LUMBER TO BE PRESSURE ALL HARDWARE TO BE HOT—DIf FINISHED SIDE TO FACE ADJACL-1� 1 rr\vr L_r\ I I. CONSTRUCT (2) 6'f GATES AS REQUIRED. PROPOSED FENCE DETAIL NOT TO SCALE AS SHOWN ON PLANS �{ 4" CRUSHED STONE (3000 PSI) 4" CONIC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS �AS SHOWN ON PLANS—�{ EXP. JT. MAT'L 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK /CURB DETAIL NOT TO SCALE 2" SM-2A 8" COMPACTED SUBGRADE TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED) 6" 0 STEEL PIPE W/ CAP) FILLED WITH CONCRETE (PAINTED) STEEL 'SLEEVE' SLIPPED OVER 6" 0 STEEL PIPE FILLED W/ CONCRETE (PAINTED) C3 X 4.1 GATE FRAME GATE HINGE DETAIL NOT TO SCALE 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. 18 GA. STEEL DECK d LC -( � r�7 nn 0 To 30" NOTE: COLORS SHALL BE AS FOLLOWS: WHITE LETTERS AND BORDER ON RED BACKGROUND. "STOP" SIGN DETAIL NOT TO SCALE GATE HINGE - REFER TO GATE HINGE DETAIL— C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES TURNBUCKLES—, `j STANLEY # 1010 STEEL 18"-- -- o CANE BOLT -ONE PER GATE CASTER -ONE PER GATE - ELEVATION —TRASH ENCLOSURE GATE DETAIL NOT TO SCALE 54" 30" —12" x 18" STD. STD. U—CHANNEL POST PROP. GROUND RESERVED RESERVED PARKING PARKING RN VAN ACCESSIBLE rENALn shoo-soo PEIIALn t+ao-aoo TOM�AWAY ZONE TOW —AWAY ZONE VAN ACCESSIBLE SIGN SIGN HANDICAP SIGN DETAIL NOT TO SCALE TURN LANE -USE ARROW NOT TO SCALE 10" x 30" STND. JND. U—CHANNEL POST ROP. GROUND 6" DIA. STE PIPE FILLEE CONC. (PNT 4'-0" HT. 1 18" 0 CON( FOOTING — DEEP W/ A HOOPS (2 PIPES) PNTI OWNER SPE FENCE (SEE DETAIL THIS PLACE 4"x4 FLUSH BEHI BACK OF C1 DUMPSTERS OTHERS 6" CONC. S W/ 6"X6"X1 WELDED WIF MESH (2) STEEL 6'-9" WIDE GATES— PR( CANE BOLT`= CASTERS. (f ELEVATION — ENCLOSURE BORE HOLE' CONCRETE ACCEPT CAS BOLTS FOR OPEN AND POSITIONS 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 1 "O DOWELL HOLE 1 "O DOWELL HOLE 6'-0" FRONT VIEW ---8 1 /2—" CONJINUOUS 2" #4 FREBAR +„ u�-5/8"Ox18" STEEL DOWELL END VIEW 1 PRE —CAST WHEEL STOP DETAIL NOT TO SCALE TRASH ENCLOSURE N.T.S. PROP. 6' CAR STOP EX. PAVEMENT STRUCTURE z 0 jcn CQ z O cr O cn LLj cr_ Z � cr U Q q- cr W Q t\ c0 � o N N Q 0 z w J ZUQ J w 0- Z w � �> mp W 3 W V Uj z �R2 >ZH:) 0 J in _j 0 W = Wm W Y U_ V ~QULd Z W W - Z� LLJ w W O Q w LL p W V ■ J ■ E N N L0 V_♦ � CV I N I 3 CV N Wa) 0 •� 3 .� �. O ,� " o 0 J " `) 't Ln0@ a 1 s j c a� 0 0 W 0 c °' 0 E o - - U N U p Z ?� Li W Q a O cn MIN zff J W D W EluV)- ZZ OW �,;,Tx o v f� o J NC.L 9 No. 21621 4V . ����w IONAL _ SURVEY: C.I.: PL-PLC N/A DRAWN BY: JOB NO.: SS 0506012 SCALE: DATE: 1 "=20.0' 10/31 /06 F:Uohn Lewis\CAwebb\Shawnee Drive Property\Siteplan.dwg SHEET: 8/9 aim Cc-n .� a SSURFEACMIG AS tw1LNE SAW (RADIU S TO BE AS A ROADWAY SHOWN ON PLANS) I C, C _ _ _ _ _ _ _ IRADIUS TO BE AS / RADYIL AT SHOWN ON PLANS) CURB AND GUTTER (H.E.S.) ; �. b. If. ., _ SIDEWALK`CLASS 6" I ® _ I I�FL � 0.. COMCREtE EXPAAYSION JpINT --- �— EXPANSION JOINT $ SECTION C-C MOTE: WIDTH "B" 2'-0" OR AS w MAINLINE ROADWAY SHDMN ON TYPICAL SECTION. A� PLAN VIEW CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE IN[ ENTRANCE MADOCAM 07 ACCOMMODAT[ ®WHEN THE TURNING *EOUKKNTS Or ANTICIPATED HEAVY Tpp��CX� TRAFFIC THE PTH FOR SIDEWALK S CURB 10 PARABOLIC CURVE RAMPS WITHIN ENE LUTS OF THE RAD■ SHOULD BE EDGE or snouLOER OR a MAX. 0 CHANGE D NCIIEAlED To 7". OPTK)NAL FLOW LINE — -- ""' — D WHEN St'D. CC-n IS USED FOR ENTRANCES BUR, r MAIaIW ROADWAY — — —'— — — — — — — — — — IN CONJIN'CTNOII MIN VDDT PROJECTS. PLEASE 6 S MAX. D NOTE THE FOLLONMIG� SLOPE CHANGE 40' W. FOR STREET — -- p )K)K MAINLINE PAMEMENi BE CMTMXTED 5' WN, TO THE R/W ��! T ANY SIIGRADE INE PA DESNA9LE FOR COMOCR, PAVEMENT WMCII CAN BE OMITTED N ENTRANCE THE ENTRANCE.) SECTION A - A RA" pq OR COMIIIIIINATNON CURB GUIDELINES FOR GRADE CHANGE D AtUICTED AND THERE SHALL LKTEXCE TFFOR REPLACEMENT PURPOSES. ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0 x 3 x ME" (500.1500 VPO) 9 3 x 6 x LOW (LESS THAN SOO VPD) S 6 x B x WHEN LGED N CONJMRNCTION MIN STANDARD CG-3 OR CG-t THE CURS FACE ON THE STACAID IS 7'0 BE VRATED TO MATCH THE MOUITAKE CURB COWI(',I/tAT10N. SEE STAN4DAR0 CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD PLAINS ARE TO MCCATE WHEN CONSTRUCT107N OF A FLOW LINE IS REOUNMEO TO PROVIDE POSITIVE DDQAINAGE ACROSS THE ENTRANCE. AY PORTION OF GUTTERMTO PAECL ONOM OF WATER. SEFERE CE REFERENCE METHOD OF TREATMENT- R CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV. T/o' VNM.NMA OEPARTMENT OF TRANSPORTATION 203.D4 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 2" MIN. 6" MAX. 7 CU. FT. MIN. #57 STONE Up�p 4" VY O J m E.gip°p IL' np 14�� U o n o 0 , �o 0 0 0 o= o"po°00000°000 U F po�,n°o p o 0 0 0 o 0 0 nOp°OOp °7^pp,,Op C,."�,00 o pp�DpO�p . :.o 0 0 o p o c o 0 .op,ipanpn0°OnOo o BOND BREAKER ONE LAYER #15 FELT 18" STANDARD •.-000np�o FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA —LUG FLANGES 4 — 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY �o WINCHESTER APPROVED FIRE HYDRANT 18" SQ - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS Ft«« I#(#,41f(I FIRE HYDRANT INSTALLATION DETAIL N0. SCALE: NONE WD- 8 4e DATE: 9/01 SCREW TYPE ADJUSTABLE VALVE BOX GATE VALVE CONCRETE THRUST BLOCK HYDRANT TEE INSERTABLE SHEET A59 kJrENERAL MOTES: 1. THE DE-ECTAWc WARNING S,fAi_ W_ PROVL,ED EJI T?t)N(;STEC DOW-S. 2 DETECTABLE WAR WgG TO BE CI ASS A-3 CONCRETF fa.ASS A -A IF PWCAS:) WITH SLIP RFSISTANI INTFURAL SURFACE COVfRt�WC THE FIJLL WIDTI- 0" THtE 1 �` LAMP FLOOR BY 7 F001 IN LENCTk N 'HE DfRFCTION OF PFT]FSTRHAN ' TRAWA. OTHE4 ' YPES O: MA.tERIAL waH THE TRUNCATED DOMES DE7ECTA0_E _ - WARNING MAY BE USED WIT-4 THE APPROVAL OF THE ENGINEER. _ l TYPO A 3 SL0°INC SDES OF CURB RAMP MAY BE PCURFD MONO:I1-CALLY WITHRAMP DERPCNDICUi AR I FLOOR OR BY USINC PERWSSR>EF CONSTRUCTION XNNi W11H REQUIRED BARS. 4. f RAW FI O OR 'T; PRECAST, HOLES VUST RE PROV DED FOR DOWEL B^IrS SO AID.XAWNC F, AWED S+7ES CAN RE CAS' IN PLACE AFTER W ACEMENT OF _A_'IIAT PRECAST RAMP FLOOR. PRECA5' CONCRE'E SHALL BE CLASS A-4, _ 5. REOUN" BARS ARE TO BE NO. S 1 B" P_4CE9 ?CENTER TO CENTER ALONG BCTH SIDES OF T-E RAMP FLOOR, MU-DEPTQ OF RAMP FI.GOR. ► ,M CONCRETE CCVFR i'/[" t2;1 MAX'- S. CURB / CF/IB '0 CURB RAMPS GWNT SLi)aE IRA/ -- �.r""" - IN CURIJ ND.MICENT ARE 'ivCl Ut)FD tN �AYtNENI ION CURS / CUR19 AND C;J'TER, -�� T YF) 3 I 7. CURB RAIFs AMIE '0 RE LOCATED AS SHOWN ON THE PLM45 OR AS DIRECTED PARALLEL BY 11,E FTICIEER THEY ARE TO 8E PW VIDED AT INTERSECTIONHE S WREVER i AN ACCESSNRLE ROUTE WITMN THE R4CH7 OF WAY OF A HIGHWAY FACILT'Y CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EMS T ING, Pw)PO!;ED, OR NONEXISTENT, THEY beiST BE LOCATED WITHIN PEDES/RITN CROSSWALKS AS SHCWN ON PLANS OR AS DWCTFD BY T-W ENG NEFR, AND SrHOULU NOT BE LCCATEO ENE~ VEHICLE STCP '-HIES, ;XtSTWG LICNI POL=S, FIRE HYORAN'5, DROP zT^. ACCE5SWE. ROUTES PROVIDE A CONTjkLflL0S - ,INLETS, UNOBrTR'JCTED. S'AB,.E. FIRM ANC Si F RESTS'ANT PAT', COW CT*:; ALL ACLES91WE ELEMENTS Of A TACT THAT CAN ,Rr� [ r2__e- ITY 9E APPROAC'Iv-'D, CHTERED APO zE0 BY 712:11 5f 1* })�_ U PFDES')4IANS. J�� B. RAWPS MAY BE P-ACED ON RADIAL OR TANGENTIAL SECT045 PROVIUEt, THAT -HE CURB OPENNC IS PLACED WITHIN TEA: LIHJITS OF THE CROSSwx K AHID 1, MGv-r�~-�-- _�---- AT )K , 2" HIGHER THAN Tf� 'HAI IW SLOPE AT IwE CONNECTION OF -I-E CUR3 OPENNS � �"` :ACE OF PAVEMIEkT �ERPENDIOiLAR TO TFE CURB- ` AT XX , SAi4: as TOP nF CLRO 9. TYPICAL CaKRIETF SIDEWALK IS 4" THIw WHEN THHt LN,TRANCE RAO':CN/IOT 1Y'F7E CFIC RE0- ANT-CIPA-EC WAVY TR JCk TRAFFIC FSZ 10 STNiDAROC G-13• CONVEN TRWRCIAL E- :HEEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFICI FOR CONCRETE DEP-H. 10. WHEN CURB RAMVS ARE USED N COkk,%CTtON M-H A'.SHARED USE PATH, � THE MIN"" *,C-Ti SHAL_ 8E TI4L Wf)TH OF THE 94AHLD US% ^ATTi L6" - 2.4' 'RUNCATED D(XrE 0 O O—t'� : �0 0 0 0 0 00 Ooeo00aq.L. i -...fe 0 0 n C 0 0 O O O G 0 0 o at b a 0 0 0 c 0 a O G c 0 0 0 O; 1 cT :0 O 0 O n 0 0 0 0 0 a 0 0 0 010 � 0.7' m y 10 0 0 0 0 0 00 000 000 p0 - 507_- 6b)OF BASE DIAMETER _ f7 TF D44 T O O O A O O 00 0 0 O C C o of 0 O 0 0 0 0 O tY 4 BASE OIAYFTc P'AY -RUNCA-ED DOME D=TALL D(: TEC1 A{{33L* WAFtNIh;;, DE TAIL SHLEI 1 OF 4 CG-72 D+ T=4 TABLE WARNING SURFACE,WaVA _ 'REV. 710E (1ENCRAL NOTES ,03 r VOGWA DEPAR'MENT OF TAN"ORTAT" 502 INSERTABLE SHEET A59 PERWSSIBLE A CONSTRUCTION --w I 45 I)01ME: `.i. 8 I.ONS JeNt 4, O a 12" C-C MN , E3 RIN vATED DOMES A SEE SHEET IOF 4 FOR DETAILS TYP,""AL DESIGN Y lJ(. ~— BACK OF CL+RB (-1R'1 481 MAX. SEC TICIiA A -A --?5SIBLE ..MTRLIC T ION -�• -- -- `SEC T'ON~B-B 10:1 MAX NaTE- FOR GEMRAI 'K)TES ON T'•IiE OVEC.IAtl(F: WARNMG SURFACE, ALTERATIONS SHEET I OF I. A 4 SOVARE LANDING 491FA OUTSIDE Or zmv- IRAVELWAY StIALL D WOTH IDE PMARK EMV ED 3: CROSSWALK AREA. � VI V) i U v CR^�SSWALK �- —�� -� (i`�RCSSWALK CR �rK 'YPICAL PLA�CEN , TYPICAL PLACEMENT _NT AT INTERSECTICN DIAGONAL VARIAPON AT INTERSECTION INTERSCROSSECTION WITtTIN C?GSSWALK WT'NIN (WITH BUFFER STRIP) 1HIS DESIGN 10 BE L.'SFD FOR CONSTRUCTION THAT tNCOR 09A'ES WIOER NOV-WALK. LX4WG (46" WICE) REOUREO AT TOP OF t;L"S RAMP. V#*AW GURB RAND LENGTH 6 FEET FOR WW i CONSTRt1CTtON, 6 FF FOR ALTERATONS.-- -- 'IEVA= CG-12 DETECTABLE WARNING SURFACE 1 10 TYPE A (E'ER-D`NDICI LAR) APPLICAT;ON I VO4 MINA DEPARTMENT OF TkyISPORI*I$0N OF 4 NEW 7/051 1 INM R.TABL.E SHEET A59 •S DOWELS, 8" LOW A PERU!IIIISKE AT 12' C-C --orl t.CoNSTIPUCt10N 51 AN)XIT , -� ii � t it V 12:1 MAX 4A _ ��,9 "-- RAAIIP (SEf T1btET ClOws A s"rL "SATED IM t F8R DE'AILS 3._ » (YF ROADWAY CURT) ACE BAGH( C)F SLAM 4b : 1 umX 20 , �4 SECTuN A_A •-PEIBLE 0NSTR4►CTiON JOWT SECTION 8-3 IrOTE RIAR GENERAL MUTES ON TW DETECTAI;E wA*MG SURFACE, SEE 'SHEET T OF 4. TYPE B PA.RAL-LEL APPLICATION ROVMv CTMA40E I WPM*NRIW t EKTTI M iP RCENT 4" C( 6„ C r � C RCISSW A)L K TYPICAL PLACEMENT AT INTER'SECTIGN WITHIN CROSSWALK 04ALL BE PMVIDED FOR RifJALK PERP AR CROSSWKk C 1MT.'T*N THE WARE CROSSWALK AREA. THE aA1� H1� ,$ YTD Tfl 15 iEE1. SAWL OFTHE SL --- SHEETT OF_4 CC -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATfON REV. ?ID . �C)NMA DEPAIRI'MENT .OF TRNSP AORTAlft4fi A -IMF 1 1 OONst" !' 604 Jay OETALS A -d*-J fwJw �tED MMLS fw. SHEET Ior •A. �FT1ft TA NOEW FLAN GtH:4 VA= /F SfCT [ON A -A IRO . to foot CE'xifm flgA ; ON THE iSETEC`T ABI L WAMTM46 Suw-ACE, SiUT 1'OF 4, TYPE C OARIAL.LEL & P'ERPEN04CULA#t APPL IC AAT iON1 R!)AF1YP AOEINR,[CT}f 1 ? ' S a s Ni 7 NIiTE' L RE'01MR£tj L'IEN�TM "G A PAlsl%_ l I '5 I$ IAMfEG 0 4S GEE'ET,R130r1RS1_E85 bT' TrE 9LG1PE. 2' Doi TA T A" 4 9=1 % ==�:j TYPICAL PLACEMENT AT INTFRSECTVN WITH ZVFPER STRIP TIE SEtfC_" IF OF &M TVPL AM T(W- COMFMIU MIMN JF THE UltflY FT4W MMAT VARY TO WET PftPIM6 FeD tW&T1CNS A* RIATiMAT' WTNB2IS � 744E � A* MOPES W AS NO . Ti{AI AS "Top Ot W" TAM COWW- 4"WIXL. M ftlw TlDili` *AMP rASU . ren A(.15tTO" "s EIG I:I'W6 VAT* .ik;'rARMIRI{i RUF:FCI ST LAMOMIll .AT !WiToM Or TWt! .41. p#4 ISEMEs WITH IB" Ir ID' WC OW0990115. TIDE %WWT PERPENDICULAR ft% TC IMF 'gTW CAN BE PRS1 M5 IY A LA DWXWS WISIXER 04 COfIRECTi9 TB .1 S1:IEWALK WfTH A WAIllm SURIlryCi. CG=12 DETESTABLE WARNING SURFACE TYPHL C (PARALLEL, & PERPEND4CULAR) APROC,ATI,ON ^•._ - -- ifIRBINA [IEEkTIIRTTRMT OF-TRAHIS11WOKA" 5002 Z O_ J LLJ ct W J cn Z O Z CL � U U W Z C) Lid Q ZUQ UZ w a '� Q L > W M.L_ W V W Z >ZF-� �0 J0J0U j = W W m� Y _U U Z W W uj of c~cQUZcl ` LL.I D o Q 0=� � d ■ J aC4 a) O E O cn N4n C/ ) N N Ln I (n 3 N � W p •� C ° 0)0^a- J � > � U� = W C Luc- cn�' � o � E o U (U U p E Ld a AZ'TH 0 -D r o cl ,o HN C. LEWIS 9 No. 21621 SSIONAL SURVEY: PL—PLC N/A DRAWN BY: JOB NO. SS 0506012 SCALE: DATE: N/A 10/31/06 SHEET: 9/9 F:\ lohn Lewis\CAWebb\Shawnee Drive Property\Siteplan.dwg