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58-05 Warrior Dr. Retail Ctr. - Office & Retail - Opequon - Backfile
1. The property delineated on this plan is located at the intersection of Warrior Drive and Tasker Road in the County of Frederick, Virginia. The site is currently vacant. The developer/owner of the property proposes to construct a Retail Center on a 3.2464 acre parcel. The primary site entrance will be from Warrior Drive. 2. Property Owner : Ervin Developement 1.830 Plaza Drive Winchester, Virginia 22601 3. Developer: Contact: Mr. Dave Ervin Ervin Development 1830 Plaza Drive Winchester, VA 22601 Telephone: (540) 722-9799 4. Engineer/Landscape Architect: Contact: Mr. Tim Painter PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 5. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. Boundary information was taken from existing records. 6. Site Data: Parcel Area: 3.2464 Acres P.I.N: 75-A-105 Zoning: B-2 Magisterial District: Opequon Existing Use: Vacant Proposed Use: Retail Front Yard Setback (R.O.W.): Required- 50' Provided- 116.28' Rear Yard Setback: Required- 0' Provided- 40' Side Yard Setback: Required- 0' Provided- 31'f Maximum Building Height: Allowed- 35' Proposed- 35' Max. F.A.R. Allowed- 1.0 Provided- 0.1733 Total Building Floor Area= 24,507.56 sf Openspace- Required- 15% (0.487 acres) Provided-- 15.667. (0.5084 acres) Impervious Area: Allowed- 85% Proposed- 84.34% (2.738 acres) Total Building Footprint Area= 24,508 sf Total Asphalt Pvmt. Area = 83,816 sf Total Concrete Pvmt. Area = 10,945 sf Total=119,269 sf 7. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 8.69' Parking Spaces: Required-(1) space per 200sf of retail space retail area: 24,508sf/200=122.54 spaces Required- 123 spaces Provided- 128 spaces including (5) Handicap spaces Loading Space: Required- (1) space for 30,000sf-100,000sf of floor area Provided- (2) 8. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 9. Landscaping, Buffers, and Screening: See Sheet 12. 10. Lighting: Parking Areas shall have pole mounted area lights. All proposed lights shall be oriented to preclude any off -site illumination. 11. Trash Receptacles: (1) Fenced Dumpster Pad Facility 12. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. Monument style sign will be. provided as well. 13. Storm Water Management is provided by an underground storm water detention facility along the eastern and northern limits of the parking areas. Please refer to the Storm Water Management Report provided by Painter -Lewis, P.L.C. 14. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0200 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- The site contains approximately 2 acres of woodlands. 15. All utilities connected to this site shall be placed underground. REZONING REQUEST PROFFERS RESTRICTED USES: The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning of 35.6674 acres, lying along Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2 the undersigned will restrict the use of the property by not allowing the following uses: * Automotive Dealers * Gasoline service stations (pumps at convenience stores are allowed) * Car washes * Golf driving ranges and miniature golf courses * Batting cages * Membership organizations * Civic, Social and fraternal organizations * Funeral homes & crematoriums * Drive-in theaters RESTRICTED HOURS OF OPERATION: The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning of 35.6674 acres, lying along Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2 the undersigned shall restrict hours of operation by requiring buisness to be closed from 11:00 p.m. t0 6:00 a.m. WARINI(DIN DRIVE RETAIL CENTF=[R WAR-[R"an [OMD IVE TA KER ROAD • PEQ �N MA I EIR.: AL I T' I T F' EDE I • NTY VI' I IA USE. OPEN SPACE -N46°45'01" 509-6 1 '_ USE. OPEN SPACE TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION SHOPPING CENTER #820 TRIP ENDS BASED ON 1000 sq. ft. GROSS FLOOR AREA GROSS FLOOR AREA: 24,508 sq. ft. WEEKDAY: Ln(T)=0.65Ln(X)+5.83 Ln (T) =0.65 Ln (24.508) +5.83 Ln(T)=7.909 T=2,723 WEEKDAY A.M. PEAK HOUR OF GENERATOR: Ln(T)=0.60Ln(X)+2.29 Ln(T)=0.60Ln(24.508)+2.29 Ln(T)=4.209 T=67 50% TURNING MOVEMENT: 34 VPD WEEKDAY P.M. PEAK HOUR OF GENERATOR: Ln (T) =0.66 Ln (X) +3.40 Ln (T)=0.66Ln (24.508)+3.40 Ln (T) =5.511 T=247 Z `-75-A-105 FRED L. GLAIZE, JASBO INC. ET AL ZONED. B2 USE. VACANT 1 T SATURDAY: Ln(T)=0.63Ln(X)+6.23 Ln (T) =0.63 Ln (24.508) + 6.23 Ln (T) =8.245 T=3,810 SATURDAY PEAK HOUR OF GENERATOR: Ln (T) =0.65 Ln (X) +3.77 Ln (T)=0.65Ln (24.508) +3.77 Ln (T) =5.849 T=347 50% TURNING MOVEMENTS: 174 VPD 0 [JASRO INC. & FRED L. GLAIZE ZONED. B2 USE. VACANT R 8.3433 ACRES 75-A-105 THE RYLAND GROUP INST. 1040015392 ZONED. • RP USE.- SINGLE FAMILY DETACHED 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. TH Op `90 t. a PNM 1p, N . 18260 ssroxAL j 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 P IN PLACE CONCRETE C CAST CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH Co CLEAN T D A. 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 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. LI GH T 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., 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: WARRIOR DRIVE RETAIL CENTER � SHEET 1/13: COVER SHEET,, SHEET 2/13: GENERAL CONSTRUCTION NOTES AND EROSION & SEDIMENT CONTROL NARRATIVE SHEET 3/13: SITE LAYOUT PLAN SHEET 4/13: STIE EROSION AND SEDIMENT CONTROL PLAN SHEET 5/13: SITE GRADING PLAN SHEET 6/13: SITE LANDSCAPE PLAN AND DETAILS k; SHEET 7/13: SITE STORM SEWER PLAN AND PROFILES ' SHEET 8/13: SITE STORM SEWER PLAN AND PROFILES SHEET 9/13: WATER MAIN PLAN AND PROFILE SHEET 10/13: WATER MAIN PLAN AND PROFILE AND DETAILS SHEET 11/13: SANITARY SEWER PLAN AND PROFILE SHEET 12/13: EROSION & SEDIMENT CONTROL AND MISCELLANEOUS CONSTRUCTION DETAILS SHEET 13/13: CONSTRUCTION DETAILS ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL WARRIOOR DRIVE RETAILCENTER� ■ 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 0502007 SHEET: August 16, 2005 1 / 1 3 Latest Revision Date: September 12, 2006 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification 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 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. 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 shalt be present on the site at all times. . 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of Painter -Lewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 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. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on --site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and ',gall be compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo--'technical engineer. Fill material may be obtained from the site or as directed by the owner. All com;�oction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, 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 group (B) business of the International Building Code, 2000 edition. 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the buildings shall 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 International Building Code, 2000 edition. 5. Chapter 17 of the International Building Code, 2000 edition requires that the structural plans and any special inspection (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. 7. Burning shall not be allowed due to the site's proximity to the Winchester regional airports flight pattern and runway. 8. During construction of this project all cranes shall have an aviation obstruction flag (4'x4', white and orange 1'xl' checkered pattern) and/or aviation red obstruction light visible during operations and must be lowered at night unless lit. CON.STRIJCTION NOTES November, 2005 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from the date of FCSA approval. 3. Water and sewer.lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters though 2" in size. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. 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 VD07 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 Romps 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. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. EROSION AND SEDIMENT CONTROL GENERAL NOTES d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: 1. All erosion and sediment control measures shall be installed prior to any land disturbing activity. All a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. workin SedimentllControlnHandbook.rdonce with the current edition of the Commonwealth of Virginia Erosion and b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1 " water services. 2. All work shall be confined to the designated limits of construction. For this project, the limits of d) For all 1 1 /2" and 2" water services, the Authority shall make the tap and bring the piping to construction are defined as the property boundaries and the edge of pavement of Warrior Drive. the property line. The contractor shall furnish and install the meter vault assembly. The Authority 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all will install the meter. denuded areas within seven (7) days after the end of construction. e) The Authority will install all sewer laterals. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). control measures. All measures shall be inspected daily and after each significant rainfall by the site The assembly must meet ASSE standard No. 1015 or 1013. superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of 11. All fire lines shall have backflow prevention assembly (detector double check valve of RPZ, as required). work that day. The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall 5. Upon completion of construction, oil permanent erosion and sediment control measures shall be also have a fire service meter. This assembly shall be installed immediately before the backflow prevention installed. After stabilization, the temporary erosion and sediment control devices shall be removed as unit. Radio read remotes are required. approved by the local inspection authority. All vegetative cover shall be checked regularly and any 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and 9 9 9 damaged areas shall be repaired, fertilized, replanted, and mulched as necessary. Vegetative cover shall be applied to all denuded areas and shall conform to the following specification: backflow prevention devices, and approve the designs and materials. Seedbed Preparation: A. Scarify the top 1"-2" of topsoil after final grades have been achieved. B. Add 3 tons per acre of pulverized agricultural lime (140 lb/1000 sf). STORM SEWER NOTES: Seed Type-, Rate: Mixture: Reliant Hard Fescue 130 Ib/Ac. 65% 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. Kentucky Bluegrass 40 Ib/Ac. 20% If 18" of separation cannot be maintained, then concrete encasements and cradles shall be installer! as Perennial Rye gross 30 Ib/Ac. 15% indicated on the plans Or as directed by the FCSA. See specifications from supplier for complete information. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping SEDIMENT AND EROSION CONTROL NARRATIVE shall be as designated on the construction documents to the slopes as indicated on the plans. 1. Project Descron: Preparation for the construction of the proposed project will include the rough grading of approximately 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS-1 3.25 acres of land. Grading operations will generate fill and cut material which will be utilized on -site. Typ.) shall be installed in all structures to facilitate flow through the system. 2. Existing Site Conditions: The site is approximately 3.2464 acres of vacant land. The site is partially wooded with open field areas Virginia Department of Transportation along the public rights -of -way. A high point exits in the center of the site and the ground slopes away Staunton District in all directions. Rev. May 1, 2004 3. Adjacent Areas: The site is bordered to the southeast by vacant, residential land, currently being developed. On the VDOT General Notes northwest side is the Warrior Drive right-of-way. The eastern property line is adjacent to developing single family homes. The eastern property line is adjacent to vacant, commercial land. V1. All work on this project shall conform to the latest editions of the Virginia Department of 4. Soils: Trans Transportation VDOT Road and Bridge Specifications, Standards and Permit Special Provisions The Virginia p (VDOT) g p p g - The soils on the site are in the Weikert-Berkes Blairton association. The USGS Soils map shows the Erosion and Sediment Control Regulations and any other state, federal or local regulations applicabs-.:. In predominant soil type on the site is Weikert-Berks-Blairton silt loam (41C). the soil is gently sloping, poorly to well drained, and formed from weathered shale. the event of conflict between any of these standards, specifications, permit special provisions or plans, the most stringent shall govern. 1 i -=7!7 7 \ r 1 7777. ,..�777__-� , -., V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flagmen must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various county agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right of way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. The use of steel plates in the roadway will not be allowed from November 1 to April 1. 9. Intended hours and dates of operation shall be coordinated with the Winchester regional airport V12. All open cuts are to be either temporarily (cold mix) or permanently patched within 24 hours. operations supervisor no less than twenty four hours prior to start. V13. In accordance with road and bridge specifications, VDOT requires an individual certified by the Department of Conservation and Recreation, holding a land disturbers certification to be responsible and in charge for land disturbing activity, on the work site at all times. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. 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 reportsshall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains 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. SOILS MAP 5. Critical Areas: The perimeter areas of the site contain critical conditions which offer opportunity for the off -site transport of sediment. Special care must be taken to prevent sediment from reaching the intermittent stream along the eastern portion of the site. 6. Off -site Areas: (Warrior Drive) 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. 7. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of Warrior Drive. b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be removed, a installed. After stabilization, the temporary erosion control measures shall be re mo as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans, f. The existing on -site storm water conveyance channel shall be maintained to properly drain this site during the fill process. This channel shall be maintained at all times. No silt deposition of clogging of these channels shall be permitted. g. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 8. Construction Sequencing: a. Install temporary construction entrance, demolish existing buildings, and clear and grub site. b. Install silt Fence, the diversion dikes, and silt trap, as shown on these plans, c. Strip the topsoil to its Full depth, stockpile on -site For Finish grading and per rorm the rough grading, as indicated The existing drainage channel shall remain in place and be protected From soil deposition until the proposed storm sewer is Constructed a! Construct the proposed retail building. e. Install the storm sewer systems and inlet and outlet protection systems, as noted. Upon completion, the drainage shall be controlled by this system and the drainage channel shall be properly Filled to complete the rough grading opera tion. F. Install all service utilities. g, Per Form Finished grading, h, Ins tal1 the pavement structures as noted on plans. L Apply permanent seeding on all disturbed areas and the site landscaping. J, Remove all temporary erosion controls cater site is Fully stabilized. 9. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The rock check dams, inlet and outlet protection devices, and the silt fencing :shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good strand of gross is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. Erosion and Sediment Control Measures 3.02 A 25' W x 701 temporary stone construction entrance will be constructed along the proposed access road to the construction area. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights-of-,ry. This may require periodic top dressing with additional stone or the washing and reworking of eisting stone as conditions demand and repair and/or cleaning 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 in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of the topsoil stockpile. 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 or block and gravel drop inlet sediment filter will be installed around each of the proposed storm water drop inlets immediately after installation. The structure shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its 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 removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.08 Silt fence protection will be installed at the upstream end of the existing culvert. The silt fence shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged areas shall be repaired. 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 barriers are no longer needed shall be dressed to ,-onform with the existing grade and stabilized. 3.13 One temporary sediment trap will be installed as the outlet control structure for the temporary diversion dikes. The trap will be constructed in accordance with the typical details and dimensions given on the plans. The trap will be constructed with on site materials and will be seeded with the temporary seeding mix immediately after installation. The trap shall be inspected after each rain storm and repairs as necessary. 3.20 Rock check dams shall be installed on the upstream side of each storm water detention facility. These dams will serve to trap sediment and will be permanent. The dams shall be constructed entirely of Class I rid; i,c . Sediment shall be removed from behind 'the check dams when it has accumulated to one half the original height of the dam. Each dam shall be checked for ,sediment accumulation and functionality after each storm event and repairs made as required. 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". Topsoil shall not be placed while in a frozen or wet condition. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is February through August 2005. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept. 1 - Feb. 15: Annual Ryegrass 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug. 31: German Millet 50 Ib/ac 98 85 or Feb. I - Apr. 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/cc small grain straw Fertilizer: 1000 Ib/ac 10-10-10 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 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 ib.ac 97 85 Red clover 8 lb/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Gross -(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 ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/oc 10-10-10 1. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized, 2. The contractor shall perform over lot grading to provide positive drainage and preclude ponding of water. All off -site grading and construction shall be done with the property owners consent. 3. Cut and fill slopes shall be graded at a maximum of 3 horizontal to 1 vertical unless otherwise approved by the engineer and the county. SEQUENCE OF CONSTRUCTION 1. Estab lish the constructionentrance. 2. Install silt fence along downstream perimeter of work areas. 3. Clear and grub the work area. 4. Strip, stockpile and stabilize topsoil. 5. Install the RCP storm sewer along Warrior Drive to provide proper drainage to the existing drainage channel downstream. The storm sewer system must be completed, including backfill, final grading, seeding, and jute mesh. Schedule the pipe installation so that all associated work can be completed in a timely manner. The county inspector may call for additional erosion control measures other than those shown on these plans. 6. Perform rough grading of the construction area and finish grade all out slopes where interference with unfinished construction is not anticipated. Establish vegetation on out slopes which have 3:1 slopes (or steeper) using jute mesh. 7. Install utilities. 8. Install storm sewer and rip rap. 9. Perform final grading of ,,site. Apply remaining jute mesh on out slopes and seeding and mulch. 10. Remove temporary controls after work areas have been stabilized. � I m,4 >- m�I m W ® U Z � � W O V Z (L a_ Z O IT- a. �NzQ C) c Of Q (o v ) to Li , N N JJ I ap {`^i N " 1 Z I • •i F- V) C! i; • 0 • 00 !� 9 3 0 ■ 0: - -W � W p 04 a) M O U r, U /y , (O to U-) ui t®11111 V) N N N .N o.9 co (o 0 (0 c q rna W cn > a a 1 to mi .. 4)I cc a1 CO U c (on o E o - U p 1 _ `��HLw Z 111111111111111 M 00 Z J W � Z V) ZZ 0 Z ,TH Oj," VN 1. SURVEY: C.I.: P-L, PLC N/A DRAWN BY: JOB NO.: P-L, PLC 0502007 SCALE: DATE: NA 08/16/05 SHEET: 2/ 13 F:\T1m\tMAW1NG5\S1TE (01.28-06)\Ervin-Development\WariV RMiAWani0r&Ta0cer\ShepWn.dwq 200.00' 0 w�Wo�o 150.00' U O F- O V Lo V N NOTE: VDOT LANE MARKINGS Z >. U RAISE EX. Dt- I ALL PAVEMENT MARKINGS SHALL TOP TO 726.10 0 1- W Z `3 Q U V) BE TYPE B, CLASS I, AND FORM I THERMOPLASTIC PAVEMENT SOLID p W (o Z o PROP. 4" SOLID CONCRETE PROP. 4"-2' Q WHITE LINE MARKING MATERIAL. • W,IJITE j INE-yvith 4 � o Q 11=11111Q ..•- THE TOP FOR AM _ _ _ _ =----"- PROP. 150' .__.�.-'5RIP'- '_---_-- - --- ��,,....-.-..--_._..---..__.--_.._._-_.._.` \ ►P SMOOTH PROP. 200'-12' TAPER yam„ 1►' / N TRANSITION TURNING LANE j FROM THE EOP. Ex. 133.14'-15" CMP 01.dd7,•d � � � to If) � _ - - - - _ _ _ - =- ^ i. . DI-1 Stone Inlet SHOULDER N O PROP. 12 x6 op= CONCR Top 726.98H ( \ 10 R F UME.�E 15*0 RCP 1n=72210 O N / 1510 ln=719.69 `� 6'R I 1510 RCP Out=722.03 I-ATOM PY015"0Out=719.64 --------------------------------------------------.---..------- IT NOTE: WARRIOR DRIVE WIDENING r') N O POM LW 40 16" \ DURING THE WIDENING OF WARRIOR Z 00 NOTE: VDOT LANE MARKINGS DRIVE, TYPICAL TRAFFIC CONTROL WILL ALL PAVEMENT MARKINGS SHALL TRAFFIC COUNT 19,000 AADT �' (f® BE AS SHOWN IN THE VIRGINIA' WORK I AREA PROTECTION MANUAL (MAY 2005), BE TYPE B, CLASS I, 1.21 MI. TO S.R. 277 W FIGURE TTC-4.0, STATIONARY OPERATION SOLID THERMOPLASTIC PAVEMENT PROP. 4„ SOLID 0.13 MI. TO S.R. 642 ON SHOULDER. ith 4' MARKING MATERIAL. WHITE LINE _ 825'-1- SIGHT DISTANCES 736't REMOVE ZRELOCATE- \ / EX. GUARDRAIL PROP. 100' TAPER PROP. 100'-14' \ 14' TURNING LANE w a- U! TURNING LANE Z ..-... PROP. PROP. 5 ..--�. PR. CG-7 PR. CG-7 NI 6' SHOU U R NOp,RD 10.00 y p- RE�pCAgE \ 00`1 9 a. onQan_ P P. 149.95-150 RCP _on on a tN - w ' .RO a Ez • 1 P .' e Hp,1.1. C,R o o o - c. it .S PNO 0 a0:00' PROP. HC a CL• III ®0.97% Sloe PROP. HC U. ln.v.'= ` PROP: 10 $tKE ATH' 10:00-0- 0''NS PROP.• •1.0 BIKE 'PATH o P PROP. o o P , C9j o.2 0 �! t o a a PROP. o o ®.'0.8$79%• . ' • P.R.. ' -GR ICp,P o c RAMP o o NDC NDC a a o RAMP o �21,$2' -- - - - - - 45 W.' . LIGHT ' • r - - - - - - �CtF 0 0D' \ STOP SI P. 12.79 -1 0 UGE -- ;^0 00' IIJ 0�a Slope ' UGE GHT O.00V O - UGE r 1 ` EXT 40 R ` 24" STOP BAR 7 - _ ( PROP. PROP. 168'-240 RCP, ry PR. 40' i v'- LIGHT PROP. CG-11 ENTRANCE cn PROP. TO 0. t2"0 PCP 0 20.00' CL. III ®0.30% Slope PRO 150' 36 0 CP, N E1 .. - - PROP. 0 4 ® C CL. I I ®0. 3% SI e o DRAINA tE ESMT. 7� 9.00' v 0 1 a SIGN o .. N CL. I ®0. 3% Slope p Q o CA (tyP•) o ■ PR. N VI w �� 'R P. 10 TRANSITI NUG LIGHT 5'R �_no - <"� o /'�� N PRO . 2 4 15 RCP. _._. CP.s Q }PROP. ES-1 m C R. 1 -' PROP. 156.e A zr 13 R t-J INV. OUT=72 .00 C 50' BRL_ CL. III �� 1.18% S! pe I..IGHT _ _ _ SIOp CL. III 0 0.70 % oo %0 BRL 1 w _ _ 1-- N PROP. PARKING i PR P. 54.00 -21 "0 R P, N��'�� �O N -ROP - - - EX. F N I- - �--- - C . III 0 0 50% Slop D 0 - ~iF�� �� s -' - T.B.R. BPRO - =12 c o o Q o �o,� o _ g t ) O �, s 726.0 o N `I° I URB 0 i8• 0.18 �.� ` ® (5) RUNS 150'-36.0 PERFORATED 0 UR 12 INV. IN= 20.60 Q V 40'R j TRANSITION4.5' + \ s���� PVC, o _ ° " ®0.33% Slope 21 " INV. IN=720.60 �- 9.00' 'j2 '- "' 10'R 1TI o 2.63 U R - 171, W 6'R - 40 R 8 TRAN ITl o rn t 4 0 1 PROP. FH t' R .. N ? + X TEES Q 24" INV. OUT 720.50 a: � � 13 _�-• _ (yP• a a m RCP, ,.� 0 7❑ 0 a AS #3 0 0 9.00 .Z o �N ® r� V (t•183. Z Z PROP. MH-1'Y- 48 1 oQe b R P. HC :��? �''' Wo 5 ALK A 0 W �.... B 1 13 % 0 ¢ (tYP-) :. o ' PROP. HC TOP = 725.10 R0P 0 RAP _ o- 3 0 �' 19 00 .� PROPOSED WATER LINE (.,i 11l PR. C -6 h �.L.✓) 36" INV. IN= 20.70 t~ o�• !- �- �' -� �� �O. PIPE SHALL BE EXTENDED T PR. GE •p BEYOND PROP. EOP. 18.00 --I ,Q� J 36" INV. IN= 20.70 ': 6.00 �� T LIGH 6.00 . , „ O �O Q 12" INV. OUT 720.70 1 w PROP. 0. 8 _ _ - r 54.8 PROP. "PROP: Z f RAMP 189:68' � P. TEMP. 2"0 MP. � E-- - 0 8 X8 X6 » " PROP. 8 o PROP. 30 ov _ PROP. PROPS ` o o » " STOP SIGN 1 w o Q STOP S!G ` y 1' PROP. 6 0' LF BLOW -OFF W OFF VALVE SY rn LINE PROP. 8 WATER MAID: OF WATER E B2 PROP. MH 1 I RESTR ED TEE A P AP O - 45 BED _ TOP - 726. 0 .- _WATER UNB . _ -- - _ wo PROP. 74.00'-15-0 RCP. PVC, SDR 21 PIPE �C. wo � �.. _ .G 15" INV. IN 22.60 � - b _a._ - SML � - - - - _- - �- - - W W � / I CL. III 0 1.35% Slope - 6� 7- PROP. MH- PROP. INTER -PARCEL ACC o 36" INV. OU =720. ! 41 414.7 2 F . I _._._ _.._._ _ _ PROP. 209.16 -15 PVC ` PROP INTER PARCEL ACCESS o .. _ ___-- ✓ � _ _ . _.__. _ _ _ _. _ _ _ F' TOP = 726.. _ . -_- __.. - -2 _ INV. IN =716.70 SDR-35 00.91 % Slope _ R AMP. HC 3.2464 ACRES PROP,. HC INV. OUT=716.50 4 F+ Q CROSS WALK g3 PROP. DI-3E, L 10' w S Rd ED :' RAMP RAMP (30P. 8"x8 XS TEE o TOP = 727. -; d 5, __ "' °° 6 00' ee . 0P. _ ( BOXES -.- XES »Ix X ° : CURB �• 15 INV. OU - 21.40 i . 8,28'b PROP. CONC. YVALKAY �, `' �o vo , . PROP. 5 WALKWAY 6. e . .p STOP SIGN i Q ,a' o I ,� °o LIGHT N 9 - °$ SEE SHEET 11 FOR O W N ® 1 Y �� °°° " �ry D 1 - d' . - , a. PR. CONTINUATION OF b A _ 54 0 " 19 00 LIGHT MAIN U PROP. DI- L=10' a T v 50.00' q PR• o ^ o N ��q o FIRHC CURB : Q (� W TOP = 727 _ PROP. SI LIGHT PA 6 �' - 9.00' 0 Q �y m\ 9c - o TRANSITION p < 15 INV. IN= 1.40 a t ONE W (yp) o ® e q °' 3 ? 4- i a t � F ! ° d; tl 21" INV. OUT 1.40 ; Do No s, ?Oa0 °° EX. R 40'R S ENTER .. PROP. >. �` S 6S Wj S (T$ EES n W t �I LANDSCAPE v °' g G�,� t o R.) N ; ■ P. DI-3 L= i 's d P u, AREA o ti P d P. 8' ' p� o A* LANDS LANDS APE o �"` �! PROP. HC ROP. 8 ri ® N CR W I TO - 726. 0 N RAMPS CROSS WALK N co 5" I V. OUT=721.5 AR o °. - - - - - - cn PROP. PARKI cn - E 15 INV. ^' o S. ` 13 00' r �' o a: t - AN. MH I N= 1. 5 E �' fl o v t, 0 0 I 3 18 00' fl �^ U „ "� a_ N 0 /n=715. 1 N N �, O• 68.00 i5 0 OUT--71 •16 r- M o 66 PROP. DI 3 L=12' i i p) 0 a. �'��� s' `�� 8•_ 8' $�'� 8�` $�' � - O TOP - 0 i m h •� ' 9.00' �, INV20.2i1 ON � ° o s; cs• 5 CN C.O. PROP. C A 7.28 _ 23.00 �� K v �' 2 p I ❑F///, °oe . y (typ•) b FIR �P 831N3 10N Q , N I 3 X. POND o r c� X 21.21' N 24v p 0 1❑7 N RAM ° v ( O v '� N W o � � -o °` � � Q9? -' N o 60.00 H � PROP. SIGN `' -`-- � � PROP. MH-1 AREA I� i 0 M 3 c 2. � ROP. ROP. HC • -� c ' " o ONE WAY �``\ PROP. Q24" j 4 A �� CANO v AMP 0. NOT- 30 INGRESS � o 0 TOP = 727. 9 -PR G-6 0' a 107 90 PRO STOP SI S U) to a INV. IN- �1 . 0 f ABOVE D . n - ^_' L�ANDSCAP ENTER EASEMENT J [6.71' PROP o°° -PRO v �' AREA ; -C `-36 INV. oU = 21.3< a ° OPY_ a� CO r LANDSCA E 115 ° '" PROP. CONC. ; WAALKWAY 8. �, v .. PROP. DI-3B L � ++ • ABovE: 31 72'� ° 12 1 Y. o w o _ TOP = 727. �0 25'' 18 �' I 200 00 `V W D 115.00 { �`~ v o ' f 15" INV. IN 72 .2 ��, PROP. HC < ! I v w s2 c ° f RAMPS J N can n 0 21;; INV. IN 70 , , PROP. RETAIL CENTER � - -0 o F Z 24 INV. 722.40 N N 0 j o f gggsFy PROP• f q �, Area. 24,507.56 Sq. Ft. (Footprint) PRO L-10 RESTRAINED O S k9 u�►u N qN� FNT OD 1 T - 72$. �0 45' BEND` , �y 'Op. �� l7VITT.: 35 Max. o I m 60 R NFdJ .J O �y o 1 NV. ou=724.20 .� FF=729.66(+/-) o - ° PROP. DI-3 L=10' `�� ADO ` . °°� PARKING REQUIRED: 123 Spaces .:A' V) » PROP. v 2.75 R I \ E TOP = 727. 0 N q�, ,/� `�� ROP. 2 PARKING PROPOSED: 128 Spaces LANDSCAPE , Ui w 15 INV. IN 723.50 WATER AREA �� o Z PRO 21" INV. IN723.10 jR8 �' yy RVIC 340.71' �. o � / ? C^ _ _ PROP. 20' 21 " INV. OU=723.00 » Of » '�� s�1 ASSY. P. F1 �WATERESMT NE a w 3 ``i 8 X �/ . . # TEE 2.6TR o v PROP. 4.5' WALKWAY b', n do ° v 5.00' ,, Q ROP. 5' STONE PROP. DI-3B L=12' S.SO o . 5.005 b o , fps+ g jj TOP = 727. 0 Aug, 'PROP. 2 E 1 _ Ate_ M� __ LOADING ZOtJE. LO ING ZONE E 0 F AREA 15 INV. OUT=723.80 i, r N _ N Z„TH F gSSY. 25 ACTIVE BUFFER �,A 111, 0 9 ' .PRO , r w N , � I PROP. DI-3 = CONCR „rn 'CJr 0 L 12 TOP = 728. 0 DUkIPST �� �. PROP. FH `� s ^, o ..�#,► A » »» o N PROP. o k y . P,4D " r; ASSY. #2 PRO •� -• ESMT PROP. 8 WATER MAIN A -� 0 cT, ESMT I 18" INV. IN=724.00 � ° I F:� 04, ` REST D o � PVC, SDR-21 PIPE � 0 8"X8"X6"� 0 . Pt� i tiTEE HF ND OU=723.80 I _. ... X, PROP20 - - 20.00' --- , •.�:�''"� J . . 18260 PROP. DI-3C L=12' WATER LINE 1 379.14' 1 00' --i0. 0, O�/,12�OL W SEE SHEET 9 FOR .o TOP = 728. 0 74 _ _ MAIM �, Cs 0 ESMT • G " 25' INACTIVE BUFFER PROP. BOARD on » „ " CONTINUA I N OF Off, •�• 18 V. OUT=724.60 PROP. BOAR on 0 ROP. 8 x8 x8 TEE BOARD FENCE o BOARD FENCE g" G.V. &BOXES ssjONAI� , (2) PROP. 10 CONNECTION BACK 70 SURVEY: C.I.: MG AMG WATER MAIN PL-PLC. NA EASEMENT 150.00' DRAWN BY: JOB NO.: F� PL-PLC. 0502007 SCALE: DATE: �'J F 50' Common Shared Buffer & Screening Easement 20 0 20 60 1"=20.0' 08/16/05 \ Instr.#040015392 SHEET: 3/ `T 3 \\ Scale 1 " = 20 ft U) EROSION & SEDIMENT CONTROL KEY E _-- -- W z — �o o a z c� O l i ikip — t— -C - P05tED SPEED DINT 40 YPH .� I— / "� N o z • t • f • f • 1� • • • • • Bic Ad—, z CS v. i • • • • • f • • \ 1 LU WA 2 0 ZQ �. l�� �•s•t•f� f wow , MEMO, �I �t LJWO 3.2464 ACRES N. SEW.ESMT • i p it U Q X W X0 0 Q c� �^ 3 LL. �; � o o � � o . C` ____� G►�, � it R R.) � V '�' � i N v '31N310N Cl \''� a � N Cn i `n 3 XA ROND 7 ✓ tnX o ° clvu © ! `� v v L_ 3�tNGfZESS�EGRESS -� -�' Uj a' 1 , `-- EASE 07 L u7 t — — (O L U sn ' ! \ N C PROP. RETAIL CENTER Io F ~ � w P —� \ aF F9s �, z z Area: 24,507.56 Sq. Ft. (Footprint) SF FF=729.66(+/—) o. PARKING REQUIRED: 123 Spaces �' \ PARKING PROPOSED: 128 Spaces W 0 20' D `� o { i ' W TER LIN p Z a U .17 �. ES T U aa4 � v I I r c FIE N '' F LC7ADiNG ~ZONE (..._..___ ___— _ _._ __ ______. __ ____ _ __ _.___ -� _ �� ___ _ �__ - LO iNG ZONE _ �__� __/ __ __ _. E c <`` 25 ACTIVE BUFFER �-- _ ���Z,2H OF y f — _ _ _ __ _ _ _ _ _ _ -- WATERESQ ESMT ) U PAKTER S ti I 'j1 ROP. 20' ATER LINE 7 730 � � . 18260 \ ESMT M �i -__ 25' INACTIVE BUFFER SrONAL ( PROP. 10 SURVEY: \ I j GT MG PL-PLC. EASEMENT 2' \ �� DRAWN BY: JOB NO.: ® f SCALEC• 0502007 50 Common Shared Buffer & Screening Easement / 1"=20.0' 08/16/ 5 Scale 1 " = 20 f t / Instr.#040015392 / / SHEET: �- � 4/ 13 LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 83,816 sq. ft./2,000= 41.91=> 42 trees Provided Trees: 43 trees Required Headlight Screening: 3' high between Rights -of -ways and adjacent properties and parking areas Provided Headlight Screening: 3' high evergreen shrubs along Warrior Drive, along adjacent properties. Interior Areas: 5% Interior Greenspace Greenspace Required: 83,816 sq. ft. (x) 0.05= 4,191 sq. ft. Greenspace Provided: 5,358 sq. ft. (or) 6.39% (1) Tree Per 10 Parking Spaces Trees Required: 128 spaces/10= 12.8=> 13 trees Trees Provided: 13 trees Zoning District Buffer: A category "B" buffer is required against adjacent RP zoned property to the South -East and South-West. Required Buffer: 25' inactive buffer 25' active buffer Full Screen (3 plants per 10 linear feet of buffer with a min. I deciduous plants) Provided Buffer: 25' common inactive buffer is located on the adjacent RP zoned property. 25' common active buffer is located on the Retail Center property along the eastern boundary line, adjacent to the RP zoned property along with a 6' board on board screening fence located 1' inside the property boundary. A common Full Screen is proposed along 787.11' of the 25' inactive buffer on the adjacent RP zoned property. 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 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 plants. 11. Plant substitutions are permitted with consent from the Landscape Architect and as permitted in writing by 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. 15. All landscaping that shall be done in association with this project shall conform with section 165-36B of the Frederick County Zoning Ordinance. 16. Any plant substitutions must be approved by the Landscape Architect and by the Frederick County Planning Department. Foundation Lom1waping KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CB 6 Buxus sempervirens Common Box 36" height see plans JF 12 Chamaecyparis pisifera Japanese Falsecypress 36" height see plans ! CJ 12 Juniperus chinensis Chinensis Juniper 36" height see plans ' ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING PARKING LOT LANISCAPING PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 13 Acer rubrum Red Maple 2 1/2" cal. see plans BN 22 Betula nigra River Birch 2 1/2" cal. see plans ►C 98 Ilex comuto 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. TO 18 Thu'a occidentalis Eastern Arborvitae 4' height see plans ZE 21 Zelkova sinica Chinese Zelkova77777 2 1/2" cal. see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING ZONING DISTF T RUPP PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS TC 60 Taxas cuspidate Japanese Yew 4' min. see plans TO 98 Thu'a occidentalis Eastern Arborvitae 4' height see plans VD 78 Vibumum dentatum Arrowwood Vibumum 4' height see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: ALL PLANTS CONFORM TO THE FREDERICK COUNTY ZONING ORDINANCE APPROVED UST. 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 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 NOTE: PLANT SPACING VARIES - PRUNE ALL BROKEN, DIE WEAK BRANCHES. ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIE TO REQUIRED DEPTH AN W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE AL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION -____o— 1 ) Ex. 13114'-15* OWP 01.667A' 1 o -- A.r3XR1'(IR 17R1Y.A=R©L%7E 719 C� TRAFFIC COUNT 19,000 AADT 1 91 u1 TA Ck 977 2x4 TOP RAIL N N 1x6 BOARD,—=== FRONT & BACK TOE NAIL EA. 1x6 W/2-8d(EA. RAIL) 2x4 MID RAIL — 8'-4x4 POST O 8' CC 2x4 BOT. RAIL ATTACH RAILS TO POS W/3-10d(EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. r 1510 RCP 1n-7V..28 15 a RLP In-722.10---- - 15M RCP 00-722.03 g f e �nf NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT —DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. BOARD FENCE DETAIL FOR BUFFER NOT TO SCALE 5'-g" 9" 0 .'30 90 ir Scale 1 " = 30 ,,ft / 1102 N I �1 m Z O ti W Q) 1_ U V3 z W L+Z ll Q Lu Q) Zq S z Q V Z Q O CL p Q Q UJ 0 r— M:1tiIN1�Iz a W N 0 Z W N Li.1 J H H ©Q W 0 Z Q W Z � Lr- W� _ Y� J QZ< �:5 o- 43 Z >WWQ C) pY 0 _p WW OW w d irW ■ ■ J a E ■� ++ p N to N 17 O 0) Oh U N I ; .N 3 N _N CID ED v 0- (0 w W W3 C �C� O -- `--, v i C N V o .°c �- W U 0 w D_ I 00 Z W w �w Z O SMULSO Ld Z fsl,TH OF y j ' . P4 MIt1ER No. 18260 t J Cs �`S�rONAL SURVEY: PL-PLC. DRAWN BY: PL-PLC. JOB NO.: 0502007 SCALE: DATE: 1 "=40.0' 08/16/05 SHEET. 6/ 13 STORM SEWER PROFILE A -EX. STORM SEWER IN WARRIOR DRIVE STORM SEWER PLAN B2-F SCALES: (H) 1 =50.0" Im AM PROP. ES-1 INV OUT 720 00 fill PROP. DI-3B, L=12' i B TOP = 726.00 12" INV. IN=720.60 seoods s � mSodoad 9NINSYd " r' . " • 21 INV. IN=720.60 mods (Z t mall 9NINHYd 24" INV 0 T 0 50 U =72 . _ -- PROP. MH 1 (}uudlooj) •1j 'bS 9S'LOS`tZ :mj TOP = 725.10 831N33 1IM38 'd08d 36" INV: IN=720.70 36" INV. 12" INV. OUT= 0 720.70 n • n;• 1' a w s� Rz B2 PROP. 1 TOP 7 n - 26.10 15' INV. IN=722.60 ---___ _..... � � �- • � � a� ® � '�• - - --_ � � - ,. ". £. 36" INV. OUT=720.80 V92 - I - ..,� .v'� �; B3 PROP. _ \• 15" INV. OUT- 721.40 '4 PROP. DI-3C, li TOP = 727.50 / ` F 15" INV. IN=721.40 'o N 21" INV. OUT=721.40 { ,. _- r ...._.. r •, � ` B5 PROP. DI 3C, L=8 Jpsnvs _ _ ? _ _._ _ �� T5 P INV 70UT 0 EX. 15" INV. Ar Glum iN=721.55 oc •aoara '� �\ ' ,�, PROP. DI-36, li TOP = 728.00 15" INV. OUT=723.00 , �� sx uez PROP. MH-1 TOP `'. 0 727.05 l \ l v I I 1 24 N V N 72 .30 IN,\ 36" INV. OUT=721.20 At % ` \\ �` PROP. DI-3B, li • D TOP = 727.40 O 15" INV. IN=723.20 aa�� r----- PROP. PROP. 21" INV. IN=722.70 wm 24" INV. OUT 722.40 CLla o �.30x SLOPE Qp bob ..,... . ___._•, _,_...,- ,.... ..,. ,.«.... ....... - - 1 D -38, RP - 72 4.20 -- -'-� D 15" INV.70 E 0UT= EX. STONE RIP RAP OUTLET �� - ` �f.__ , •: PROP. DI-3C, L=10' TOP = 727.90 PROTECTION +__.--�---_--.. a __ �\ -' v 15 INV. IN=723.50 - 7 - - - -k- - so'rx•- - --4-- - - - - -t-- - - --4'� 21" INV. IN=723.10 21" INV. OUT=723.00 PROP. DI-38, L=12' E 1 TOP = 727.80 15" INV. OUT=723.80 PROP. DI-313, L=12' ,cz x• c-s """ 7 TOP = 28.00 01V' z _.._,_ _._.._ _....._ INV. IN=724.00 21" INV. OUT 723.80 .-_._.�--_..._---.-------------------___.____---------�•- PROP. DI-3C, L=12' (D18" TOP = 728.20 50 0 50 150 INV. OUT=724.60 Scale 1" = 50 ft STORM SEWER PROFILE A --EX. STORM SEWER IN WARRIOR DRIVE SCALES: (H) 1" =50.0' (V) 1 " = 5.0' 4 5 -> EX A B - XTE14SION 12.79 -15-0 CMP 730 L. fi 0 0.87 M, Slope 725 725 _ _- _ _ _ --_ 720 720 - PROP. 250.12'-21 " RCP, � PROP 168.00'-24'0 RC_P CL. III 0 0.32% Slope CL. III ® 0.30% SLOPE PROP: CONC. 715 715 15' 0 _X. r 710 710 Lo 0 O� 0 jCo N .- m 0 - � to �W - I sq� 0 �1-' ' I 0 ,- r- Ile W I emu? ,- ly I` `��co� N N N 0 0.._. -_____ __ ______ _______.__._.___...____-_Of 11 .. z Z -- a_ r. II a __ _ _ o_ p. II _ o r r II D. _, 00 0 II z z z 04Ir z 2 ! ZZ d .II ZZZ p > N 00 co a0 a _ - a- r r' 1% T e--' L T+ �_ - - a--- 10+00 11 +00 12+00 13+00 14+00 15+00 SCALES: (H) 1" =50.0• i F l �� frrrrdfr r YlrNHOa"Lil rdAltlA nn rr o tf1 � r rrr�; •. .t/f�/J% %jJjJ1 !f(�i;rrui�llfl%�!/1( 1/1!(]ff {/fl/l,�itruulll(1fP1 t ill,..., 111Y"it�ltldlJlJl6(lfpi'.`rNll}t1116' ....��................. s ...............................ew•„ mi fin w1m g , �.PP.L.a•..LP• r « �a r.F ti ..,, ..,........................ ........... ... � ' t 1 1 � F �r' . •... �. a,r..r-.. •ry -e s v � vvviv v.. � � `;, � MR e i � ��' \..+ - P. 133.48 -210 _ O�2X SLOPE fl - - \ PROP. .00'-21 *0 RCP„ CL ' 1 .,,.,,,o mJ1l O 950X SLOPE �'- •u.,rraarrarr aorQ►g �,�- - - - - - -� - - - - - •-f- 56 L _ irLe ova* 94a O 50 0 50 150 Scale 1 " = 50 ft STORM SEWER PROFILE s II'' i ■- p • • • - �li_'i���>■IeI��Z�1�i�Y�ylii��1 • • • ��. p s • p • cP � , s to � •. • p ����� � i !� ►�!" I I /Jf�i !'i`! � �� ®_._.:ill � �� �` � I I � �..,,,, rill ii ii 01 ii ii 01 Q ('"' Q Z Z U WV n" J Y > _ �zg Im o - Z jw W0 -I->V © pY O V_ �� w a' _W W w 3 �Ll 3 IL C� J E � CnN N M N p �� ro) 000 i I ' I a3i 04 N (00 c W _ o 0 'v �Lo � N� � o W _C I _ r' s 1 °� tom- E ZW nr Q a Cl) z J W � W z 0 L? 1T14 p,'S,10"p�X�" s2so �i IONA'6 SURVEY: C.I.: PL-PLC. NA DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1"=50.0' 08/16/05 SHEET: 7/13 FATim\DRAWINGS\STTE (01-28-06)\Ervin-Developanent\Warrior RebAWarrior&Tasker�SRProfik SW.dwg STORM SEINER PROFILE 113-1133 SCALES: (H) 1 " =50.0' i 50 0 50 Scale 1 " = 50 ft 150 STORM ..• :• 1pe II�III�� PROPERLY COMPACTED MATERIALPRIOR INSTALLATION OF PIP TO ■ ;SA 1 t1 11 STORM SEWER PROFILE 1132-F SCALES: (H) 1" =50.0' (V) 1" = 5.0' D 1 735 735 PROP. 74. 0'-1 " 0 RCII, CL. III @1 1.35% 31ope 730 730 725 725 PR. 8" 72O WM 720 715 715 710 710 cr 0__ Q_ ON h N I - d _ M N rEL h zzp p h h II ZZz pit Z H .- 10+00 11 +00 STORM SEWER PROFILE F--G` SCALES: (H) 1- =50.0' F G 735 735 PROP. 1 3.95'-18"0 RCP, CL. III 0.48% Slop 730 730 725F 725 720 720 715 715 7101 710 11 II cc O U O 1 00 V) } h N O h O_ �. __. _ _ .- dN -- 11 ao D_ _.. h h li Z Z rn II Z f- N 10+00 11 +00 STORM SEWER PROFILE F-G SCALES: (H) 1" =50.0' (V) 1" = 5.0' E E1 7351 1 735 P OP. .41'-15"0 RCP, Cl.. III 1.18% Slop 730 730 725 725 720 720 715 715 710 710 wll N II C) Om I t�.-vi I d dhzz0 0II dh _h h oil ZZZ 0) 11 On- = - Ida -+- I -- .- N N + F- 10+00 11 +00 PROP. ES-1 \� INV. OUT=720.00 DTOP PROP. DI-3B, L=12' = 726.00 12" INV. IN=720.60 21" INV. IN=720.60 24" INV. OUT=720.50 B 1 PROP. MH-1 TOP = 725.10 36" INV. IN=720.70 36" INV. IN=720.70 12" INV. OUT=720.70 PROP. MH-1 ��....JJ TOP = 726.10 15" INV. IN=722.60 36" INV. OUT=720.80 PROP. DI-313, L=10' TOP = 727.50 15" INV. OUT=721.40 4 PROP. DI-3C, L=10' TOP = 727.50 15" INV. IN=721.40 21" INV. OUT=721.40 65 PROP. DI-3C, L=8' TOP = 726.20 15" INV. OUT=721.55 EX. 15" INV. IN=721.55 PROP. DI-3B, L=12' s TOP = 728.00 15" INV. OUT=723.00 OPROP. MH-1 TOP = 727.05 24" INV. IN=721.30 36" INV. OUT=721.20 OPROP. DI-3B, L=10' TOP = 727.40 15" INV. IN=723.20 21" INV. IN=722.70 24" INV. OUT=722.40 PROP. DI-3B, L=10' D TOP = 728.20 15" INV. OUT=724.20 PROP, DI-3C, L=10' E TOP = 727.90 15" INV. IN=723.50 21" INV. IN=723.10 21" INV. OUT=723.00 PROP. DI-3B, L=12' E1 TOP = 727.80 15" INV. OUT=723.80 OPROP. DI-313, L=12' TOP = 728.00 18" INV. IN=724.00 21" INV. OUT=723.80 PROP. DI-3C, L=12' TOP = 728.20 G 18" INV. OUT=724.60 STORM SEWER PROFILE r 4-136 ■ ' ' IIII�■ I�m�� ■� 1 �/II®!!�\ ■III WPM • • 1 /1 ii III W 0Q Z Z U W C� QZ! IZ- �0-o`13Z >W WO W(n>U a p �L _U 0 ur-Cr -` 0 W W Q �W w � U J a N p N to '00') U Q) N LO L •0i (nN cNDN Zo cU W OO p J (n� !2,2� ' o 4c) � U,S.�-O LU (0 0 "C) i- E ZW 0. 0� z �w Z� Ow TH of 'N 1 Tmmw p a %&A 8260 gto SURVEY: C.I.: PL-PLC. NA DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1"=50.0' 08/16/05 SHEET: 8/ 13 F:\Tim\DRAWINGS\STTE(01.28.06)\Ervin-Develop t\Warrior RetaAWwr1NSTa0*r\SP-ProF4e StdsAwg WATER MAIN "A" PLAN SCALES: (H) 1" =50.0' NI N1 N-31 ��-I -- l I _ --- + _. = ROPE 8"x8"x8" TEE -aLn PR0P H (2) r8„ G.V. ES ASS 1 _ CONNECTfON TO +. (h N T >f (A WAfER MAIN / _low, meta , -.._� Z6��.14A'kfll`:�W J„4'-•��•KNitlNtJ ,46 ________.-,,.�� _.._._.-._ a - — __ ' I IfPROP. 8 WATER N 7' � f \ r xxy e • ������ tl�f rYfrr tiYnarrurrrr�..................•._-,....-........".__ N{IIItrntrdrl r /t; • . . < %7�' *ate t.a".u.. • ..•...... ......................................•..w......a"•"u..."o•...s.ru. • a r �• se'+a Ott r----p• ••••fi�. 4•. • I ....... r." . ..{�• •• Rqf � .•R•. •Mf..ltftY-SIR 'mop •••1 Ilk TEMP� BLOW OFF iVALVE 135 �• x MaF 2�"!7 " .. '�••A.' nr,ie71"ai...aa t.iY►.•,rr rrf rr.11"x";rc<,..•,--�- s.�..�.--- -�. :���iiw '.. r- �•r................ 'S�iIA► .-•- ,... �.. s • a.�+w 50 0 50 150 Scale 1 " = 50 ft x LAT. gr I f �'Mp ICE �• •/� I �L ...f'.�'!� • • • . • 31t5• �Trw`v:~ ?. \ pia !■�ri' 'w!•�1�� -..._ .,-.;. _ _, �.. War �:,.� _ _ � � • ES R INED . BE)ID J r W stor CONCRETE CRADLE 8,r n 24" select backfill 6" 1/2 O.D. 6" STANDARD fill 24" select backfill 6" 6" v concrete nanaral hartkfill All backfill to be compacted to 95% of ASTM D698 maximum density. ^�^�•�' hackfill n 24" select backfill 6" 1 /2 O.D. CONCRETE ARCH r 24" select backfill 6" 6 n CONCRETE ENCASEMENT TRENCH & BEDDING .1- WATER MAIN "A" PROFlLE SCALES: (H) 1" =50.0' _..__. N T 740 >F- Uj w 740 �- PROP. 8"0 WATER MAIN OSSED GRADE .... W 735 -�� y PVC, SDR— 1 PIPE _C7V11-,T1K11-_ GRADE U CA 735 Amk 730 _ _______ _• - - PROP. 48" 725 - / MINIMUM P. 15" 0 725 -- -- - �-- - STM. SEW. 720 __ -II = i i_ _ 18" MIN. COVER 720 -10/ 715 715 _ FILL _'PROPERLY COMPACTED _ (PLACE PRIOR TO --MATERIAL INSTALLATION OF PIPES.) ? _ _ 710 710 z_ _ _ _ _ .-. z r•. _ _ W lr z N -" Z Z Z ►7 _.___ _�. N 00 U — V 0__ (n cn O V) Q af o' fy N = x w x w _._ __._.__ .. _ a- _.. __ __o _..._____ . __..._ _ _____..._.___. __ .. __ ___ _ _ mQ LIJ > oz Q_ � _ C � W Of 0_ Cl- CY- a_ C9 h- Q O OD +-- _ ONO + Z co _ In + O r- + qp W Z n C) M MEto + tY � O (a + + d M z 1.1 m �- N + d t1� + 'n r7 .- 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 SEP 05 o o ICY_ a Z Z � W� Yir i a. .48 Z > F— � pY U_ O O� _w W Q MW 73 3 3� tJ J E ■% 4 N M d1 O U CD2! (O N to r j Ci 1 (nN I 3 N N (Do too a a- W -& oo v It "t�> N N U Ws c°0 co O O tl � V E ZW Q Q. 0 z1w JW DW z� Mad oW -Z,TH OF yr u Tww PMM N 18260 .o$i a Ub Lt ti 0xAti SURVEY: C.I.: PL-PLC. NA DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1 "=50.0' 08/16/05 SHEET: 9! 13 F:\Tun\DRAWINGS\SM(01-28-06)\Ervin Development\WanWRetaiRWanior&Ta9:er\SP-PrOtiFe SntS.GWg WATER MAIN "A" PROFILE SCALES: (H) 1" =50.0' WATER MAIN "B" PROFILE SCALES: (H) 1" =50.0' _._..._ sY 9_#W rxsrrQ �� (ii rfl -7 /. _.- ..... _ (PROP. 8 WATER MAIN A 1 f ®'r r 7M / — Rop ` (2) 8 G.V. 07CES CONNECT BACK TO f WATER FAIN ' \ / /,, ✓ - 50 0 50 Scale 1 " = 50 ft 150 WATER MAIN "A" PROFILE SCALES: (H) 1" =50.0' (V) 1" = 5.0' CD cm 740 1- 740 Cl) 735 U PROPOSED GRADE 735 PROP. 8" 0 WATER MAIN "A" EXISTING GRADE PVC, SDR- 1 PIPE 730 — 730 PROP. 48' -m 725 ��_ MINIMUM _ _ 725 720 — — - 18" MIN. 720 PROP. 15 Cc VER STM. SEW. SAN. SEW. 715 715 710 -PROPERLY COMPACTED FILL MATERIAL (PLACE PRIOR TO INSTALLATION OF PIPES). 710 _ U_ _ 0 � J 0° co 4 N Q O - rnnfn W I-- LLJ f1 -x w w <C O __ _ n O n fn 0 r Q O.O�._. f `� W O Z 000 J 4: U 1 :: > 22+00 23+00 24+00 25+00 + a. ii • . ri • • OFF •�.•. 1-1 W/TAIPOFD I 'it �T:tIG • R • • • } -.(2 V • • . Q LL• • • lIIL•.CI:LL+ Fr,I•(l �� I /•t r ■ 1�1NA I�4111 III{III i �1 UP iiiii f�►r�in ■1111111 � r � ' ' ��=' W. ti ■III{III , �;�:.,, � �� ; ' t t 1 �I WATER MAIN "B" PROFILE SCALES: (H) 1" =50.0' (V 1"=5.0' 74OF 740 735 PROP)SED GRADE I PROP. 8 WATER MAIN "B" EXISTING. GRADE PVC, SDR 21 PIPE 730 730 PR P. 48' MIN MUM 725 725 720 720 715 PROP. 15 0 PROPERLY COMPACTED MATERIAL (PLACE PRIOR INSTALLATION OF PIPES. FILL TO (TYP.)) 715 SAN. SEW. EX 15» SAN. SEW. 710 710 _ _ W Q W CO Ir W aD Q� (n0 x W " x ny Z - 0�+ CL _� n N OZ O- >OI— _Lctt.._ tD o 0()W gin O' W Z r Z 0 -I- U 4 -i- U a- 10+00 11 +00 12+00 Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL. SIDE ANT RESTRAIN® LOIIGTH OF PIPE (R) LARGE SIDE JOINT PVC DIP 6' 8' 10' 12' 6' 8' 10' 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10- -- -- -- 40 -- -- -- 20 REDUCER L L L In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRANED LENGTH OF PIPE (Ft) PVC DIP 6- 8- 10' 12- 6' 8' 1 10" 12' 60 60 80 100 40 40 1 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- finished DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and other points down. On up bends, one joint face: horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). SEP 05 \ UP BEND Ld nFPTH RESTRAINED LOVGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. JIIAV. 5-12 FT. 4 FT. ON. 5-12 FT. SfZ,lTff DEGREE OF BENDS Ld (DOW) Lu (W) SIZE/M DEGREE OF BE1+E5 Ld (DMO Lu (UP) 6' PVC/DIP 45, 22.5 & 1125 20 20 10' PVC 22.5 a 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11M 20 20 8' PVC 2" & 1125 20 20 12' IW,,W 1 45 40 20 8' DIP 45, 22.5 & 11M 20 20 12' PVC 22.5 & 11M 20 20 10' PVC 45 40 20 12' DIP 22.5 8. 11.25 20 20 concrete pad 1 W dia. x 6' deep VERTICAL OFFSET RESTRAINED JOINTS -4- finished grade 4' stone I screw type adjustable valve box 48" min. location marker stone valve restrained ��ioint restraints , to main .tot• "rs .. ............. , k .I ........................... stone I 8'x 8'x 16' slid bock (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE -s- 3OF3 SEP 05 SEP 05 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a too's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45° bend's L requirement RESTRAINED LENGTH OF PIPE (R) TEE PVC DIP r X b Lr Lb It Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (R) TEE PVC DIP r X If Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 20 2f) 211 20 M 10 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that fails within the recommended length on each side of the bend shall be restrained. TYPE RESMNED LENGT<•I OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (R) AT17NG PVC DIP DEGREE 6' 8" 10" 12' 6' 8' 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 1115 20 20 20 20 20 1 20 I 2O 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 VSHH77-158HC-11-77 2' custom setter (meter by FCSA) cast in place access standard flat top door, centered in for 4' diameter top (see note 1) manhole vas at property fine 2' max. finished (see note 2) grade skid pad roadway box 3' riser section for 4' T CTS polyethylene 27' 29' diameter manhole tubing (PET) 200 psi with cutouts w/ SS inserts at an 46' connections 3' mkn.--•� saddle with 2' min. corporation stop5�under olid support blockswater main B' stone custom setter 12 gauge insulated oopw ball valve curb stop with PJ wire for line tracing, taped C14-44 w/ SS inserts (CTS) both ends (1344-777 at 10 foot intervals and MIP plastic plug w/ SS inserts); with 2' gate valve operating nut NOTES: 1..Amass door shall be by Hakiday Products or our approved equal: a) in non -traffic area - model no. $1R3030 N b) in traffic area - model no. Hi R2424 2. water service dxossmg street. a) Encased in (i diameter SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for fine tracing) CUTOUT DETAIL from Corp. stop to into the meter box I wrap wire around (tyPica� Corp. stop; wire to be taped to top of PET at 10 toot intervals; come up into meter box and terminate level with angle ball valve). 1 1/2" and 2' METER INSTALLATION -8- 6' dia. schedule pipe filled with and pairde finished grade 18' dia. conceeh encaser required 1 [ concrete pad 11-6' dia. x G deep finished grade 2' min. - ti max. \✓ _ stone to be i i one ■ restraints st:� `% I /v� ........ ,.....,..._....._.._.._.._.._.._.._.._.. FIRE HYDRANT ASSEMBLY -10- SEP 05 mechanical joint swivel tee with 6' branch SEP 05 LU LU Z p O O O Q (� v Z W Q Q Q Z Ii (,) W C •r• �Z < w C� 0- Z =� U WO Ur- 0 _. � pY U OW W Cr ■ U ■ t_tJ at. 0) 0) U O r- NtO 0 In V) N N ty N c W -, c •a; •L 11-) o v Cr.() c E o W _�� 0 C (1)•U t3 E ZW R a to W z J W Z) W Z O 0w TH OF �f rJ PtFR 18260 c�l � �SS1ONAL SURVEY: PL—PLC. NA DRAWN BY: JOB NO.: PL—PLC. 0502007 SCALE: DATE: 1"=50.0' 08/16/05 SHEET: 1 O/ 3 F:1Tr DRAWINGS\SITE(01-28-06)\Ervb-Devebpment�Warrior RAaI?\wamio,&Taskrf$P-PMfHe SMs7 SANITARY PROFILE SECTION EX.1-EX.3 SCALES: (H) 1" =50.0' 50 0 50 Scale 1 " = 50 ft 150 �•� EX. SAN. MH Top=715.80 1570 /n=709.44 1570 Out=709.39 �•2 EX SAN. MH Top =726.98 1570 In=719.69 1570 Out=719.64 M� PROP_ MH-1 TOP = 718.50 INV. IN=710.90 INV. OUT=710.70 0 M2 PROP. MH-1 TOP = 721.50 INV. IN=712.20 INV. OUT=712.00 M3 PROP' MH-1 TOP = 725.50 INV. IN=714.60 INV. OUT=714.40 M4 PROP. MH-1 TOP = 726.40 INV. IN =716.70 INV. OUT=716.50 6" INV. IN=717.95 SANITARY PROFILE SECTION EX.1-EX.3 SCALES: (H) 1" =50.0' - (V 1=5.0' - 735 PROPOSED GRADE 735 EXISTING GRADE EX. J54.41 i'-1570 PVC 00 1.25Z SLOP - - - PROP. 2 1.19- -15 0 VC 0 1.25 S PE PROP. 8"0 730 PROP. 209. SDR-35 0 6'-15"0 PVC, 0.91 % SLOPE. WTR. MAIN 730 _ ROP. 214.8 '-15"0 PVC DR- 5 CAD 1.02 o SL Sri PROP. 109.22'-11"0 PVCDROP. 180 � 725 _ SDR-35 0 1.01 LOPE A 3TM. SEW.-, 725 EX. 120.71 '- "0 _ EX. 161.28'- 5"0 PVC 0 0.4967. SLOPE PVC 0 0.496V. SLOPE �- _ -- 720 ---- WTRP MAIN PROP. 15 - 720 STM. EX, 15"0 715 _- ��PROP. STM. P 21 SEW,' STM. SE . 715 710 r _-_-- _ __--- --- - 710 7057 O = >- - = 1 ' - Q r\ Q In •o oo in 'N N o� 'd- d •d- o d (D Q v� F, -ter -O N -O O 1>C terN O 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 1-� -�t finishhed �• � I i grade W Z Z w Z O O O roadwaybox 2" 5CH cap PVC screw type 8" 10" MIP cap ` t'*._ r`Q�. 2' ser ice saddle 15. 18• rx female PVC � V � � V I ; ? 2' corp.stop weld coupling W v v IP! PJ coupling 48' O O 24' dia x 30' Q Q plastic meter box 2• SCH 8o PVC MIP / P (O Q lt] coupling :_ .:::.: f- stone N ^ Q \\\O N ............. ......... ... .......... Nrr��rwy� A K7 2' SCH PVC solvent 2' CTS polyethylene 2" SCH 80 PVC MIP weld W band with tl f v i N r ball valve x female solvent Ys weep hole tubing (PET) 200 Psi stop w/ z gate weld coupling w! SS inserts at all valve operating nut connections WZ O U � W �- to Q J Li.. Z0 BLOW -OFF ASSEMBLY W -11- SEP 05 0- W jtj � Z top of manhole at grade in pavement areas unless finished otherwise directed (top shall be set 24' min. above grade grade in undeveloped areas) square skid pad 6" thick around manhole frame in developed areas 3/4" x Ls"butyl joint sealant adjustment rings 36' max Q (11" max.) �y • 24' min. in undeveloped areas 6i�r 3/4• concrete anchor • 0< bolls (4 each) finished , - , konkxet® ASTM1� : y grade 4000 waterproof coating .• J_ 1' nominal size butyl joint �- ..' sealant applied between • joints and on exterior skis � of joints joints are to be sealed �7_�I with "O• ring gasket % • 0- Z variable W D 'I. W W 0 5' - pipe to manhole r U connection to be by flexible sleeve invert channel to provide a 3'-0' min. © i smooth transition In to out, - for all connections y 2'•0" max. --- �` :rr .�•`�^ s top of bench to be I.f� precast invert or grout t . ; ,' ^. rc s� i •i. ; sk 0�r bottom to form channel �� r �+„* p/2 . x�=` a'.d s same elevation as top +� /W�.� ;Za>+'*, • 6, of pipe _ �J r-' LL' ., AA 1 • i ., • %J..) i O . 3 3 W } a} ai i ::' : r i::i:: i::::: t:i:::::::iitii4::::.:.r:.:}:::-: a ::i:: 6" bedding stone0- .......................................................................................... NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. ■ 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final Mope adjustment of manhole frame shalt be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. ■ 5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be flush in top. J ■ a STANDARD MANHOLE a 0) rn 0 _13- SEP 05 Cl)i to (j vi +� N 1 1 33i U) N N N co CL -''' 2 N V a) W ZW t� finished grade _ concrete skid pad 10' Y. 18" dia. x 6" deep �- 4' stone Panella Model PA4SV-CSK (41 O V) Valvoo, Inc. cast iron deanout cap with brass Z X �QG Fig. No. 71 BOB plug having a countersunk square )- W �Et�In GQ with lid marked h - I LLJ v�v 'SEWER' Z SDR 21 - deanout pipe Z O bottom section O of box Email brick base ram.'. `S -'�;Yi•1 r sanitary .c �.r. H R 1 e 0 $D 2 � T wy F sewer main 21 45" bend I' fi �;� �,�. r ��Y•:. ��R'S-�" r•s • M�f �`L y.�,,,•..:41t"v�a•,'r`r .... '� :•� =ram-^'„ a . , . _. t�PAMy 61 stone bedding No 18260 0 QyNo, `sSIONAL ♦. SURVEY: C PL-PLC. NA DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1 "=50:0" 08/16/05 SEWER CLEANOUT _1s- SEP05 SHEET: FA7iim\WfflNG5W E (01-28-06)\Ervin-Development\Wanior Reiail\Warrior&Task \ -P fi 3ts.dwg (f) U) NDTES� �.y M, IN �A warm, 0040 '9 1 W 511 > I. r"S ITO MAY BE PRECKT On CASv IN k4cu R 011 NOTES. 18" MIN. 4, p ff IIRECAST� "COMPAM'. IL �So 'IN MAY I % A RAWS TEMPORARY SEDIMENT TRAP 2. ESS TO K CL14SS A3 IF CAST IN PLACC, f'TR%N51wtv T RT OR L CURG) SIAL 011 AS PAUX FLOW 40M Ps Ir PREMT. 197C 11 (:&.RVAT*N CU9S It, I COMM411M CURB III OUT TER NAAW A R'OV$ A "'0 NOTE: Of 300 J'a I CR LESS (ALONC FACE BE FIA;0 FOR A RAM COUBMT04 CL" 4. FOR USE 111TH STABILIZED GFIE"RAM WIN ROTTOU OF Pf THE PROPOSED SEDIMENT TRAP GUY". VARIABLE VITA# WILL CONTROL APPROXIMATELY Aw a"IER SgLL EE cow A --w 3.60 Ac. OF DISTURBED AREA. I P*qeow ift, AM to THE OWTH TO TK SLOPE OF " Tm INS am ow 8E Usm WTH A& r*,Wk WED ii--d -1 z F "g"tggg - I� OUT r. KOMW ONEW M'%M SPM 6 OWAIRIt _AkC__K' PLAN ORIGINAL VARIABLE 5, Tw "a UAY Usd) 110" TWN 40 W'M ON RWAL MWA" 00 45 MPH z BE MSICH WO 4 40 WIN OR LESS *4 DEVEXOPED uI?Bm 6, SaLow" AREAS. 0 GROUND k ON ft" HIGHWAYS AND 45 MPH OA 6. WHEIN INS STAPOAft IS E TIED Wro &X,311M I - - 2' IT LESS IN OEYELOM UFMAN a, Susuflom amiw* cum Tw TAPASIM00.9 IS -I* BE uAU x Alk ELEV. IQ) CL A AWA& F TKSE DE31GIN SPEEM ARE 101 OR THE CHAI(CE IN STM*)APM d"_ AT RFGAAR I 1, 4.5' MIN v 1.0' sim"o m-7 s WCK (w aRE 1YP(GA_ PLACDAFN 0 "j 0:� A- INTERSEC-C\ wlvsw. THE SIT rw;WVE GMTEqS OR SIANOARr) COX ICTON' OR S Kv WrEMICT04 ANI % IIA�t 0 TEMAR�6 q;� �e 4' T CONFVU:tAT*m WW.To uj rm ;'�-A 67 CU YD /ACRE FW- 7101 CT 0," TTK A&V t-C Of OL 2 ACRES OR LESS OF DRAINAGE ARE AREA REQ.: 217 q Ft. 111 IV SINV WX( AI,- %:) Ul I CCA1117M3 Wo 000-1411- 1XII.W.1w.5 Pqovlml� Tw Dpm�.K*�; I," OUTLET b S ; USABLE AREA: 5 X50' LENGTH SLOM PAZ Is 010-IC-1. 71 Of (2500 Sq. Ft.) CET 1 OF 4, VL_ 51 61t 4, HE BOTTOM OF THE CURB AM 67 CU. YD./ACRE I "I W"Y DIP 3' FILTER ORIGINAL I _77 3* GROUND P=cf. TJOWW suba'a COURSES PROVIcED A 7- IL CAI ION CLOTH 911144" OEPIk O� 7. (0 �c (EXCAVATED) ELEV. (z) Q) Q) AREA REQ.: 2171 Sq. Ft. IS Llj AT 1,41-eft 7 Za. AT IKI OPTICIN Or PIE CONTRAC1100 f1t, - e - (OPTIONAL) (2500 Sq. Ft.) AJXX�Spv�L 1ki FILTER CLOTH- EXCAVATE 50'x5O' THIS AKAMAY BE CO'tDWM A 2 4 X1 OF PAW"111 THE 001 TOW OF 711E CUM AND BE COSS7 0 (DOWNSTREAM VIEW) COARSE AGGREGATE CLASS I RIPRAP TO,lt-.E 1A -,CF TP 0A1% un 0 Of, IS A 'HIR 0014) (WEALLCL FEW 3101�01 DES" FOR AL'ERA"5 CM bF. Y , �A C; �4111MT ZE A1 OV *I. tflkwsma Tic mxfrl PEPKImou-m I" ID 71" TIMIT PRO-ECI-C OY A _4W*C4PM ICTRACIC GM C>%NECV0 t� 114! %Cf4AL< VDOT # 1 t-i N 6 x '14 z TfIr I L-NG144. OP A ;APA-LE, RAW Av.*mK 41." $Vd'P' k*W� -1 04- ilAl t* F%V t�'.OVJG UXIS TH SEE PLATE 3.13-1 dc COARSE AGGREGATE CROSS SECTION OF OUTLET 04'�' 0- FLOW LENGTH (IN FEET)= '"mu 6 x DRAINAGE AREA 105 COMBINATION 6" CURB & GLITTER COMBINATION 4" CUR3 & GUTTER CC DET:""-ARI 'f�VARNNG SURI AC- 0 (IN AC.) 602 Or l`R*1WWATIQN 1P.*S%'*TAT!OA 7/05 TYPE C' (7ARAI EL & FERP:'\rj1C',_JLA:�', APPLIA'__'AIION 2, CLASS I RIPRAP '-W4W 0frAPkWNT �X 'P;%3P0(,TATIlN - , .I- � - - , , -, - --- --- ---- W 22' DIVERSION z _j SF.RTARLIR SlILL'I'A59 0 NSERTABLt§#ggh� OUTLET DIKE g Sk� A59 LENGTH SURTA13111, 0 A =X� 0, A At 2-10 ACRES OF DRAINAGE AREA: g z A --c 77 6$' z z mf w.%' UJI gtgg tw," 5 M 9 0 LJJ - 3t f: Iluw `T1F1,'4CATS,) 00CI A d- C, 4EF ` I Ld L,rOA ().VAN r. FILTER CLOTH COARSE AGGREG AFF 3FF�r Dr roe X-Ats (OPTIONAL) _yPcAL CIF'SIGN N, V) TAN,'-IJT Pi AN 'E' A '.7- N _D' 'R A, C ATE Sp�ipl TI) MAT11i FAf:F_ 44 1 dAcg,w cum 1_2 uj N (DOWNSTREAM VIEW) \\.EXCAVATED FILTER CLOTH WAY- 4 `JYF'CAL Pj A-FWFr4T AREA 9 U) 'WAI k VDOT # 1 L�� C R 0 1�3!j �IY 20 - z Z 'EC FIOPA A -A FYz'ICA PI ACFV.FNT I 13U� LR Z_TRF N A A t' lz. I COARSE AGGREGATE IF\ ip 'I_ AT INTERSECTION z ';�17HIN CRCSSWALK < 0 rHavibDro*�41CU111 T�-E AM t-t ClG'*I.%10IV4 91 IPL COARSE AGGREGATE SHAH BE VDOT #3, #357 OR #5 A -A 0 -team y4r. 1C wkw EXISIIK�" FCL) CowAllms; SEC TRICS Mcleaws TF_ n%�rwhf. KINT Ulu$, %Iw W? AM ADA"A.Y CE laxilu a 'S 'WILA FLOW L;j 0 OUTLET (PERSPECTIVE VIEW) SrCTIC WE' FOR GrNFRA ),I`r�, (!IM VIC XwCCTAR� W,~, 10r.V�, SE:�TON F-B L NnTrt rM CXW* NCr S ON THE (r'CTAN_C v?pnws rjsW'A:r, AL IERA�IONS WE SIEET 41 X It w NVOL! AIIINK W)TLS ON Or DETMAUE CAPHII,4 SWW-. _FY�F C v "I I c' '4 PARALLEL & P0PLQICjLAR 'Irv, APPL CA-16� CLASS I RIPRAP TRA%E,*AY 5441 ze t 02'm I s� fit Ilknu 233" TYPE R -�ARALLEL APPLICAI �)N IN PFRK01 CRDIWW" SPACING BETWEEN CHECK DAMS A � ;f�� 11 4' '_VRE rwR AT x 21 _061HER 1w`N IFNC-" q =- -C __ _�' I EDGE C� flAVE141.41 g, a It)rX ;jwr *% TnF CX riM FIR, IT uj 41 ap" .11 Icqll EXTRA STRENGTH FILTER FABRIC It. 1 1! c 1 1 3 < 7 \ I 4131JIFACI ;PA0tILLlEL iI �4>? ALI RA-10W CAN HE NEEDED WITH WIRE SUPPORT 'I Do -WPM STOP, AT W,42% k* VU Z;L;g �W %;"5 z z & 14 A B 11 1 -IF wm4f) %Tk GC' X 0." WIN OWNS" T4E 3*36- 9EW1,fAA%AAk joil, ID ilk �jrp;L I w C, S SV�I A K -YPICAL F-ACEMENT 7 K L PLAC7vf,N- 4AN Ot "OTECIED 8V k -041ILCIT13 1:) 11* �"WAI,< STEEL OR Al 114ILRSLCIi;CN DIAGONAL- V*AT CN AT INT7IRS.-CITION 00 71 t i Vm A aofi-ct awAv�' 0 n' WI-H'N C:ZOSSWALK WITHIN CROSSWA K KIM, LAJ rw IN!"10 Lfxn� Cr A MALLE� R�0 S WOOD POST (W17H EIUFFE:P �SfRl:'; 1. 'A W lb MI. Wr�*b_IISS Of INE ACF- I DESIGN III IW" 11OkW`-W'1_tS 44X4 5MIN-LK. LAW-11C IE _0AIED TO FEE- qECA'nf3S C- TIF: ,,T WICS" qEou*c AT It'll c' WWAI C" RMV LENGTH 3 ;EET FC4 NEO (n > Z' FLOW ^C4S RUCTION, 6 FEE 7 IIOR AL IENAWINS, tact. f �X swil < Z L= THE DISTANCE SUCH THAT POINTS - -Z�i I I- �' I / __ ff 4 - - ----- If FLOV *WC41l" CC- 12 DL 1 F,'-, I API 'vVARN N!"' SJRc:AIC_7 CG, 12 0�_TECTABL:_ 'NARKIAk',, URF ACF CG-12 DETEC-A3 E 'WARNIN-� SIIRFACE A AND B ARE OF EQUAL ELEVATION 1:" _'LI\DIC1_LAR'; APPLICAkTION Y B (PARALL-1) APPLICATION vu. 71c5f _":_R_'LqD1CULAR) APPLICAT:CN 5 TYPE A (PL��f m YPI (--ARALL:: - & FLOV !02 v"ri" Cri'01m,"T DIVERSION RIDGE REQUIRED VRC'U WMT10-147 OF 71-7 CL 0*8 z WHERE GRADE EXCEEDS 2% 7. OR GREATER - 7- w W uj 0 E ISTING PAVED 511 P > T FENCE DROP INIET R AD Y TT--TTT=-M 10 FT MAX. SPACING WITH PER PLANS W D I ILE] I I.-E-H-1 IRE SUPPORT FENCE PROTECTION DUMPSTERS BY FILTER FABRIC e A 4' VVn FR4$4w- OTHERS DfOP VNLI� I ...... ...... ....... 0 SECTION A A WLTM ........ ...... ........ ..... BORE HOLES IN PLACE 4"x4" POST PONDING HT. PONDING HT. T ....... .............. CONCRETE TO (2) 6'-8- GATES FLUSH BEHIND 0 Of NOTE: FRAW ACCEPT CANE TO MATCH FENCE 6" CONC. SLAB BACK 0 CURB. 063 BOLTS FOR BOTH SEE FENCE DETAIL W/ 6"X6"X10/1O SPILLWAY USE §ANDBAGS, STRAW BALES STEEL OR WIRE & FILTER FABRIC W0pD POST ATTACH SECURELY SEDIMENT BARRIER OR HER APPROVED METHODS 36 OPEN AND CLOSED THIS SHEET WELDED WIRE ENCE (SEE 11.11L TO rH ANNELIZE RUNOFF TO BASIN HIGH MAX-\ TO UPSTREAM POSITIONS MESH rDETAIL THIS SHEET.) bi UJI E 0 (STRAW BALE TYPE SHOWN) AS EQUIRED. SIDE OF POST. 4" CRUSHED STONE < RUNOFF RUNOFF (3000 PSI) 6- CONC 3E LL_ SUPPLY WATER TO WASH 9" MAX. 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) BACK OF CURB CL WHEELS IF NECESSARY. (RECOMMENDED) 6" DIA. STEEL 41 %-- �4 b. - PIPE FILLED W/ STORAGE HT. .21v TI-M URB� TYPICAL CONCRETE SLAB DETAIL ...FACE,.OF, HE 1 _ - . CONC. (PNTD.) 4'- 0" H T. W1 TH v u') 1117-- < 1. -11 00 18" 0 CONC. NOT TO SCALE c:) 0 12" IMIN. 12" mli4J PERSPECTIVE VIEWS PROPOSED CURB(TYP) FOOTING - 3' I . _ . : a DEEP < W/ WELDED j PlOw 4"x6" TRENCH WHERE SHOWN ON PLANS A HOOPS (2 TOTAL 0 FLOW =1 WITH COMPACTED GRAVEL Ill- BACKFILL �TAKIE A '4 a. 61 A 40 PIPES) PNTD. PER 0. E K 04 re) '176. 4 OWNER SPEC. 0) 0) 0 veww �� 5p .01 z ts, , - c) r Ld R. _T (OR A Lc) > < N. .7 A A 2"-3" COURSE STANDARD DETAIL ALTERNATE DETAIL > SLOPE T 04 C4 Z b4 4 , (14 n Z. WASHRACK ....................... 0 m z AGGREGATE % TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL V ....................... rn MIN. 6" THICK A C 0 NOTE: 4. SET POSTS AND EXCAVATE A 4"X4" Z CU .0.0 .' 4 . 4 W 0 C) 2 1 "t 41 Sao- 4 TRENCH UPSLOPE ANLONG THE LINE > Lo @ c7E E Cc 1. INSPECT AND REPAIR FENCE AFTER EACH CG_6 or CC-6R (Typ.) 0 Im kv STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. ry NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. ELEVATION OF STAKE AND I t b.27' FABRIC ORIENTATION I')ETAIL A of '4� c -T z;-- ti . I - - II.'& . 4 0 W 0 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE 4" CRUSHED STONE > .' - _ -. . . . " ' I a DIVERSION RIDGE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. 0�� I . I, " I t, I . 00 E 0 SEDIMENT OFF -SITE AND CAN BE PERMANENTLY (4000 PSI) 4" CONC 4 c� _c 4 C)L STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED uj �0 0 0 SOIL 6x6xWl.4xWl.4 WWF (1.5" Min. CLEAR) c 3. SILT FENCE SHALL BE PLACED ON SLOPE 3PFCTFIC APPUCATTOW 1.00, 2.70# 70' MIN. E CONTOURS TO MAXIMIZE PONDING EFFICIENCY - THIS METHOD OF INLET PROTEMOK 15 APPLICABLE WHERE THE Lli PLAN INIET DRAINS A RELAMTLY F1.1T AREA (SLOPE NO GREATER TYPICAL SIDEWALKZCURB DETAIL z NOTES: SILT FENCE DETAIL WITH WIRE SUPPORT MAN 5%) WHIRE THR IINLVT SHEM OR OVERI-401) FLOWS (NOT 1. THE ENTRANCE SHALL BE MAINTAINED IN A NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 NOT TO SCALE EXCEEDING I C-F.S.) ARE 'TYPICAL. THE METHOD SHALL NOT 1-1.46 R CONDITION THAT WILL PREVENT TRACKING OR APPLY 1*0 INT.FTS PWF_1%'2';C CONCMM'ED FIA)WI. SUCH AS FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- TN !:7f]REET OR HIGIfWAY MEDIANS. -3.010 OF -WAY. THIS MAY REQUIRE TOP DRESSING, DUMPSTER DETAIL REPAIR MD/OR CLEANOUT OF ANY MEASURES L� - - - . 9. USED TO TRAP SEDIMENT. BICYCLE N.T.S. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED V) TEMPORARY LANE SYMBOL 2" SM-9.5A 2" SM-2AL BIT. CONC. OVERLAY HEAVY LIGHT Zw PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. SURFACE TREATMENT- 2" SM-2A w 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL Lj ON AN AREA STABILIZED WITH CRUSHED STONE 3" IM-1A BIT. CONC. ....... 2x4 TOP RAIL Z 2� U) THAT DRAINS INTO AN APPROVED SEDIMENT TRAP CONSTRUCTION 7 4" 21 -B .............. BASE COURSE H - If f -H I—- .............. OR SEDIMENT BASIN. 8" 21 A .... Z 0 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT COMPACTED SUBGRADE 8* 21 -A- 1x6 BOARD, 0 Z STONE BASE FRONT & BACK Ij W TOE NAIL EA. 1x6 COMPACTED SUBGRADE- =1 COMPACTED SUBGRADE L W/2-IldlEA, RAILI NOTE: 6' 12" x 18" STD. MOUNTING HEIGHT OF THE 30" x 30" STD. NOTE: 2x4 MID RAIL 5'-9" Op STOP SIGN SHALL BE 5'. 17 ASPHALT BIKE TRAIL DETAIL THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED TING HEIGHT SHALL --f-2' MOUN NOT TO SCALE IN THE ENTRANCE ROADWAY AND THE PARKING AISLES. SHALL BE 7' FOR THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED PEDESTRIAN MOVEMENTS. IN THE PARKING STALL AREAS. 8'-4x4 POST 0 8' CC __STD. U-CHANNEL POST STD. U-CHANNEL POST e" L) 11 PAINO ;pl No. 18260 It PAVEMENT MARKINGS PAVEMENT QETAIL� 0 -12" x 18" STD. 1-1 1E 2x4 BOT. RAIL (0 NOTTO SCALE ATTACH RAILS TO POST FOR BICYLCE LANE ME.) RESEkVED RESEIRVED VAN ACCESSIBLE SIGN I -A PROP. GRADL W/3-1 Od(EA. RAIL) oftl I Z//Gk" PARKING PARKING 0 -PROP. GRADE NOT TO SCALE 17-9-1 17_01 - END OF STALL - '41 PROP. GRADE -STD. U-CHANNEL I (,:-,I IONAL 0 1 (-L-- I I - I STRIPE OR CURBING POST VAN 10 NO 21N) JACCESSIBLE1 NOTE: - MITE PAVEMENT MARKING, 12' DIA. POST HOLE, 33" SURVEY: 0 4" WIDTH. LENGTH AS ALL W/CONC. PARKING ALL CONSTRUCTION SHALL CONFORM TO ADA V) P-L, PLC NA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. z SHOWN ON PLANS. -1 2 :5 ARE PAINT. N 0- REFLECTOR] ZED, ACRYLIC LATEX TYPE 442XX -WHITE SYMBOL PER ADA DRAWN BY: 30" TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL ON SOLID BLUE BACKGROUND NOTES: JOB NO.: LANE VAN HC CO ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. P-L, PLC 0502007 NOTE: 7.Oft 6.Oft. ACCESSIBLE SIGN SIGNS MAY BE PLACED ON BUILDINGS WITH WHITE PAVEMENT MARKING, ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. COLORS SHALL BE AS FOLLOWS: -PROP. GRADE SIGN CONSENT FROM BUILDING INSPECTOR. 4" WIDTH, 2' CC, 45' ANGLE FINISHED SIDE TO FACE ADJACENT PROPERTY. SCALE. DATE: WHITE LETTERS AND BORDER ON PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED SHOWN 08/16/05 "NO PARKING FIRE LANE" RED BACKGROUND. THROUGH LANE -USE ARROW TURN LANE -USE ARROW 0 BOARD ON BOARD FENCE DETAIL SIGN DETAIL "STOP" SIGN DETAIL NOT TO SCALE NOT TO SCALE V) LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. FOR DUMPSTER ENCLOSURE SHEET: j HANDICAP SIGN DETAIL PARKING LOT STRIPING DETAIL 8' 12/13 NOT TO SCALE NOT TO SCALE _ - NOT TO SCALE NOT TO SCALE OR 5' NOT TO SCALE W I=E�E " - I �; IR-001119110IMME ... PI= ; !Iga =!MEff1 IIIIIIIIIIIIIIIIIIII ------ A "... , � , � �� .,:: I - - - EWANSION KEYJQ, ,iANr -, COTT 3MS 0, 17� IAC�r or SOCNALK � jof,t� . �f ru 1--.1-1- . -11AR * I f L� .�Q i't I t . It fff ."iI - �� Rt SLIM - 3APS 0 ��, � -- HA;C , - A I � I GEM � . 9 � 1 t !� I 2F n '11"7� 1 I I i ,"I'M I I 1. I F�I �� �,L, "`� I I I ; �- 3..,� 1 - I , �ECTION A-A� I - 0 VAX� I qF-En CCNSr, J3IMT . '. ,-- wown �- ��> , -�A- )-or i 21, � -- 11 0, myr-ER � 11- IV-- 8 A!�'. A EF, it , 14 , V�tci I . I N " --I --p 0 I '.1 , �-�-- 77=1- � . '164 Y , --+ . V .--- �� - I ------------ ---------------- -- I ------ !n . � � I , I i - , -- �- I 1�-:- - � - . � . -- - - , I --I- - '. - , - -�� -�� �� � W WS E ; *3' D(AVETCR e I - wrr"I" FRCNT ELEVATION BWS -210S L- - (CUTTER RELIONED1 - 11!�' I� �(r � �� 5x1/j Kj� I -LATF � --,, - SECTtCN 3-2 - I- ";;-* I _ 5-d- �L !�. � - . Y'. It , _!�, _ IYPFAW3R:OETALSIEOCLEEW-FOrdT"CC-3*CC-7ST*JGA'OS. -Z L��/,-4- -.,./.-- ' � 'AL", gB TYPE 8 NCSIE DETAIL 94ALL St USE3 101H CG-2 STAWARDS, IYPE A "" . -1 STUO SHEAR CCF*,TcToe WIFil)(1) � Y,., �, Oktv"M PLATE FOR rVPC A TO BE WM7 OK AN ANCIE CF 98-3Y TO MAE FON AT 21C-C, C0,61ECTORS M3 I% To BE AFAM.CHIL4 'WITH Yj- 9 4" ST6,9 SK,hFf 14U"D I U RENT PLML AT TC-C. 40SE DFTAILS Q11 013A L I CI -A i L - -- 7 . Px4VENT _ __-----I ! VI-x - I- -1-1 �� --- , ..., I WMWIF3 PAIIIIEVENT r I .� . I . - � -- i .4. - , ; - 4 � i . .1 � -�� L� - - - - - - - - - - - :: -1�11 - I , � � ; ..,. � T I I �-- Fj x U---- - 1 1100 �--- .. . . , .. n 1, I `H I T7 - - %�Z-j I 1 'I , .-I DETAIL WHEN LISCO t cill ru" ky'A UN �K�l ADJACENT TO C:UiS FOR USE 0� SAGS, 1817F�OUT GUTTER � , UZI" SIDES TO BC S"NOCTRICAL SHEET for 2 -, .- ___j � --faritiIM C INLET � arn"d ---I 12'- - 30" `3'1�`L: MAXIMUM DEPTH 01) - 8' j 2-13 II34.00 VWMA XPARTUFNII CC jRjRT$pWIAra I 3302 - - - ----- - - - -,----.. --- TABLE OF QUANTITIES 11! �381-lc , 11 ----,- -- - - - INSERTAFtLE S1 1E, ET A 1 42 1 INNIRRTAALlit" END -SECTION 12" - 60"' PF;r rs�l -- : , ----- " � '' �11 "--- - - TYPE L AINEA OF SLOT . -- -------.,---��-,��---�-��,�"---.--- REINFORCIN,�' STEEL -- - Cow*t* - I RANS A --- SARS a EIARS C RARS 0 I IkAft I IN ---TfiARS - 0 - WEIGHT Ft. FL CILY419. 0400 tk,FLW wq� Lin. FL * . . :K.T =2. # W. ILYLIF06 !!IjEhLFIL -iW� li�-rt* No. LIM rc* Ltw. 01-3A 2'4" LIS -f,63 Z26 - . . . , .� 3 Y-2- . . . . a 0' : 22 :E I 2,SQ -r --F- 6- - 2 C-7- to 6`11V :,T--- = -- �-2- - -F-- -.r --5- = = y-0- sqj Ip 2.75 - 3.D2 - 5_ Y-6- 9i JL-7- to 6--jr j;1#;`-77;='- �- 3 =- - 4 A:-*: 3 ,,-V- # 1--r _ III 1. � �4 5 ��.. 10 '. 7' to fillo' : 71 4 V-r- Ilt" 4 � I-JO _ ISM &-38 17 , 5 14 6'. - 3 � ,.-, 7' __�_ 3 +F 4 71-V �-- -� r-611 4 11-01 M4 -V�- 0+.5elgo 4 3 --Z:K - lr�vl 10 V-2' to GJV, J --jj:r_ -- - X7F - 4 F-7- -V 3 T-4- � I. -OP 261 �-� -5,42 4.79 3 IT-& 22 : 8-.7- I. 61-10�- 3 5'r __A_ - V-0- I 2919 �-� _zau_ ly-V I zo I M-71 to W-1Cr W-7- -3 � 3 1 'T.2- - 4 - � V- V, 4 I,a- I i;v%7- [ IW 5&2S . .W ., -A. . -L 15--s' 1 30 ff-7. to 81- In" -3 3- - 1.11 -A [ 3-T-f-'r- - ,�- -V.EL W-P _I_ 3 9 r4l I A �� .. � .. 1 20' I 0�17 . 5,09 L IF-&- 34 _A__ jm Stw7" 3 31-21, - A Ir-V1 3 r-9. 4 ).� ... 430 6' 3-st ID v-r 4 5 -517- _ 3 31-21, IT r-a- a 1�6- � I,.Cr* 7707- 145 2--Vf 3 W-7- tq� W y , .5 ---&-7- 3 Y.2" � r-e. t 2 Y-61, --IIL- 0 lag _1�_ 10 3'-!?* 12- W-7" to W-VW- a .. y-r 3 3-2, - a 3-9- - I fil � 2 - I .. .1- --4) 1 4y' 15 &'-I� to V-Tr 5 S-7- - �- - "I i r!2Q' � 252 ot-x 14P I &42 ::to :#10D V-57 . 91-71 to 41`101 S b�.7" 3 Y-71 T- � � )6' 1 731 1 &21 V) 1) V-Ir -32- S I 3 1 91�" V7 - �,w I F � 7--y' ;-+S 1�� � = Z-2- , &-2- , �T. , 3�-Z- - r.#- I 6 I r-0, � 2 I Y:q., 1 139 ALIrRNAIE ENv-SECTION 12" - 601, PIPE � -------I-,--- '� - - -�7" SW DO ON INLET END 5ECTM OUTLET ENO-SECT015 NO PROJECTION OF PIPE ABOVE GROUND LINE �- T::�i�,�: , ,I,&�j ggo ON OUTLET Ewstgod . 4' '3�'!"o MrOVON INLET END -SECTION --- I I Too or FILL--* TOP OF "'L GENERAL - x x - - . ,,, -%, , , I TOP Or FtLL -*k I -- - � - ". - I ,X�"Ift&(MID FOP Lj TYPES OF M CULVERTS WfIffe IK I - MW � ,ED IN ?, . j F_ _ I OCINCRETE TO BE I - - 3���l , - , , - , 1- - ::� OTHERWISE mom ON THC PLANS, i - - E j t - - , � =%gb�*. BE - . ===;=Q= 1 = jr I 1. - ,,� 2� N - KX34 IV MYER WEASMED FROM TOP OF C:UL90T I'D FINI&HED CRAOE- . L___ ,�, L I I "� � T � 3 0 - VXCAVAT`W DEPTH AS "WV ON PLANS 0 '10 MIA WMNC SOL � ... L OR i �`�� � I �-= - - C : �V,j ILMO D-12. ,IEMRR 'n , P�L . I I I nz, CIRCULAR PIPE PLAN I , 11 . ,g',,"; ... I � D - OUR$" , b I - 11 r . - � e � .�111 I 7- Lb � " , TW OF FVE. s � , I , b 11, , - � ,, L " 9 OF PIPE, - C a - it" - DrgE�R � - 1� ,�. I 1 1 d - VMX do,"* 'a 4%- . VEOD014 ... 3. x - WOTH g �� I shmg =,sryoe TW ntmay or W PIPE, 4 , d , I - (a OF -E 10-- I . 11- I". U30 ; ""7"`,Q Z� "', L I 1 4 6 1W *0 GREATIEk r-- , :.j It 1.4- x BEDO W. I MO " L".j - -1 IAL -- -- -----4--r MIN. I r I ,� I "I, I I '-STEEL Flffr- -%� 1 7-+ 44at 21r, , I FOUNDAT ON S 4� 9 ENGIN , VAY, VE 4611"Tio FOR =*,%%.,0;xR en � WLM gm - NORMAL EARTH FOUNDATI E uN �, ,�L , i M"-t" ON 'L� G, 0OVID, C*EOP I ��k� R OUNDAI OTHERWI 1 30" *4 LIESS IN 90169TER WITH RIPLE&CEPT PLASTIC PIPE) � \ \, I - I I ,qq �111,','," , I A - - I / LL�-� - - ' L " �� �11, & IIIECULM ILL 0 AL NNY IN CLASS SBXKrILL MATERAt FOR r�� - I. �A �� -L 11. I I , 1. I I - , PLASTIC POCT We, " , A" F 4 TYPES FOR "t I I I P11 t V LINE -, car W OR =S. - 0 [ ------,--- . I LESS IN 60 'VMAIH HE 11 I -- r I " � NOTES - PAY I" �-- ; 1 �-=;:-, LINE � 1�1`1p L L" - - - I 111%w�,'. ---- . MIN, L5 x 0 I*& I's * a - , I I'll 11 I �1, I I r ! , WAY K a..YCD 1`014 E.O.LM END VIEW It 4- I U" t ;� 4, ak b MAT I kwu � To , ; ' J--!�,��"�4 .* 'A�t I" F 1) .4 1 1 sm � (01ITtIrt WWSTALI.Amr �J�, %, j'e�iZ4 t OIEPTH Of INLET (H) To K Smut# 004 PLAN& I 0 4 x a, SMOOTH DOWM T"S END VIEW SECTION X-X I .1 ,. � I -, � � I � ,f-'TOP ,01r. #&L I- I IFILL � � ,, . " L - . � I "I . � � 11.11,11, - 111,�, - I , ,�+,, - - "' I I -�":�� - -,, ''I'll - - 1 � 1� � �,�, �', , ELLIPTICAL PIPE . I " -E '�tll` 111� I I , 11 , , ,� , L ST - OrjTS,3E SPA14 AiENDON OF PfE. 11 1 "b'Elll , I I'll, ;� � ... - ;:. � 111 - f - � 1, MtW1;1� ., 2, S2 - 199CE SPAN DOXI'61ON OF PK, 0,17",7 .1 I'll I -1 , � ,. - O-Irl Z " T " 0. 3 MWO,�,,,6,,;��,;,-.,�� ... 1 . '� 4, 7114E EXTRWY OF T-IE PPE� ' � y"D L �N § , - 1� R",��, � r �, I � � � I 11 - I � � 11 � - , �� ,,, DWV' i �, 'I- I "P .. I . �, ,� 51 'Ir FOR ,:: �: . . , . , I I N*a"*�.V"571'1 Mr OR , � , - ,^,*-,N= OR f . 11 1-1, - I I ��, � , 1� 12 I , 6- , I � � -- - . � WK TV to I ... 11 �11 , I, � I - = t4=7 -:It L ' , I ., SO%7 I � -�11 I,- 11 I K NOW 0�1 - UK I I I I I Vj- PER -1 I - 6 ;I 111%14 &M EARm I i . . � NORMAL EARTt4 rouNonoN j Lk"31'" ROCK FOUNDATION FOUNDATION SOFT. YIELDING, OR I MAX f " I . *0 PLACINS ALL UAWaALS WCOCHITAL 10 12. LEWITT OF SLOT (t) WILL, N evvzy CASE. er � . 01HERYWISE UNSILHIABLE U E RIAL I . - lb�OTHPW -j---------, ,- 0 6 TO 94CLUXQ IN THE W SWAN ON PLANS. . . - PAV LINE I 419MITHE STRUCILK, S3. "*1LgrtVXW C a- NOTESt . �, L RAWM IN MEDIAN CURB OR . MAIIINAL IN ACCORDANCE %" , CUT � v NOTES: 5. STEPS ARE 70 BE P"M WHEN H 6 41'�O- TM is To or I I � ��,INC RAV-- $0. 1111WAX OR GREAIER� FOR OfTAI,5 $E( STANW4r, lt� OMIM ISCE DETAILI. OWE LENGTHS SHOWN ON PLANS AK , 44 - �-j,�� �sr-,' - FOR IC Plot. THE MITTS Or T�f CLASS I SACIOILL U4ktEftk SWACL W I I - ED TO 12' MOVE THE TOP OF 'HE PIPE, 6- THIS ITEM Lay BE P,%CAST Ost CASI-w'PLACE, 14. VANDON'l 114LETS M4r FIC COWSTRUMO WtT4 "11�1 1NO-SIC1100" DESIGN WOWN I ,PtLAS4 ' . � . ON &IT, 11 lb COMIAM 8'O0XS, IN ACCMLhNCE WITIf IW I � . EFT- IF THE CONTRACTOR CLEM I ",I .... --- r .. DE-ALS SHOWN 04 SIMIJARTI 'AAWING D!,W TO USK THE ALIERRAIC DES" S14OWN ON I "I r �� IrN -1 1. - 11 I I . . 5 " FDA IANERAL TOM ON WE BECIOING SEE INSTALLATION OF PIPE Ct&VERTS 11/1 THE CRO ., - Owl 00 SICRU SEWERS GEMMAL NOTES ON SHVET W.W, � , "lo"r, - - fngmm � ,,Q47THS WILL BE REDUCED BY .. r I THE N ONIENSION IV% 9 AM BRIDGE I I I ,t,�� ATIONS, � / - - � 4 I � I CWANXKNT Vest 2 ## 2 wwoum ----- - SLOPE DETAJL ---- --- .--- -LILT -19011un P INLET --- - T i --------, 21" 12" - 30" PIPE: MAXIMUM DEPTH (H) - ST FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS INSTALLATION OF PIPE CULVERiS AND STORM SEWERS W2 VWW" DEPARTNIENT OF IRMSPOITTA-TICH I VIRQUA WARTIAENT Or MANSPMEATION jtfv�'1.101, 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" ftvl 7110 NEW I 111" F--- -17 1111 - � I - - 363 1 , , , " , " - I VINGIN14,00PARINKINT OF IRMSPORIIATION [-;-,6,- L� 1 I ,�J"�;" 'r - � " � I I- " ", r I - I'll 4�4�,�-.i-t� , ,,, ,�� � '' "' , I C7,00 I - � , " ' - ,- -�'tr , 4�, ""si - "'i" 'LL r'r,, ,4��- 4'-�,-,�-- I 2. THE It' CNIENSOM SHOWN ON THE S'AWARDS � 5 AT --Y 12' C-C TO BE PLACED IN %J" ADVAGENT TO AMETING COKC-IIETIE TO I; X 01 A MAY Or -WKIN VRACH CASE TIME EXPANSION JMT!S WILL APPLY CeLy to CURB 40 CUTTER. AM FIED ON THE PLANS WILL K MrAWOW OUIFAIL TOPTI& !197 OF N PIPE TO t S. SiTTLEWER1. WECP H& TO K LOCATED TO Is. C E DUM71TCS StIOWN ARC rOR DEP M51 P '0 PL AS INAA 9WICTER 5t , , EII&A DISPLACED, BY P16ft WS$lg AICTV TO FOR ESTWATINC PUWC! ". NO TIIE: ACTUAL T2-XVZ' PLASTIC HMVAW CLOTH A- MESH OBTAIN TRUE OtWITES. FOR INLEIS OF 044ENEWIOIS SHALL BE KTEft*XO BY THE CONTRACT(* FROM FIELC OR CA W"MCD STEEL lkvw-wwww W R DIFFERENT DEPTH$ ADD 00 SURTRA" 0.32 CUBIC YARDS Or CONCRETE FOR EAZI4 FOOT CUrH AACHORtD ri4VL.Y j15-fjj �iyTjU OF DEPTit. 3. WHEN SPECIFU M THE PLANS IHE %0ART IS Of TIRE STRUCTUW- TO BE 5-AMC IN ACW;tD"E VAT" STANDARD IS-L THE COST Of FU IOAL MATERIALS W""TAIL !j 91. A151 STEEL 21ALL HAVE A MIN, C J%070 17, LERMH OF ANGLE *kON AS SH(YAW ON $H[ET I OF 2 15 TO BE L +S' AT 4.10 LaS�/F I.. MCLUVED *1 THE W I'VELAR."171 Im. IB, * DENOTES L04TH OF ONE 90 BAR, 10, Ott. ArINFORCIN11 SIUL TO K CUT CLEAR Of , h THE ordENT OF ENE OUTFALL ;�n = THAN OLL OPEMW BY T1. 19. ALL MWOKING F14RS TO BE45. _ D* BOTTOM of THE STNUCPM THE 14%,UT OF THE STRUCIIJAE SKALL BE gk� WITH 11 WT-IN PLACE CONCSWTE is TO K CLASS .1.5 20- WHEN *;LET IS USM 101' W�O` MECI&N, BACK OF CIDIENT WRTAR 70 FIRIEVE141 STANDING OR PONDINIC, OF WATER - - --- (3000 PST)k PRECAST CONCRETE IS TO aE 4000 PSL PI1V 3 TO BE STOM TO CONFOW TO PINPOUD CURBL I I END SECTION DIMENSIONS , : I j nx�- -- - -- � , 1IIIIII01IIIIIU`WIIIIIIIIIIIIIIIIIII WW-=NFW=9FZ7==Fi1 1111111100ah� moor-mm MR0 .NHr.=N3rMNrMM W�rImnFaMEF I W1"11MNF2r1=W 119wim 11 I gum VffzM NFL`= I ff%W12A11MMI1Kx.= KW-11111owmax-ANIN 1M?2K=WWW-A ammirlAIMINIF, ml� W=1W1FW-1A1IIN3NUI= am = I ! 11 END SECTION DIMENSIONS :]E: =76 A - -5::5-- C I a I C Iry -4- ,v-r ! vT 7�0'. 15- 15. 21k - Y-197 'V.I. .. FF 9" ___ 21-S, C-1- X V- 2L- X�x :::3i�E F-1- x-f- 24" Hr 6`3' � 4'-V �- 27" Vfi' - 4' - X. r-611 41-4- _7 �ffi F- W-- 7 IT I - 33' r�lw 4'-IM*. 34 - 2t- r-3- ". . 2,� . &- a 42. . F-5- I - FF . -r & 4§� �F4-r -T--f or-2- r-o- _ U 21-N* T'S' , 7'-B* _67-- FT . 3,:3 :: ::f't!Z ±jf-,6`- � = Ir-a, � , ; : ! L- - - PC WHIERE 52 5 36' OR LESS AN.7 , 11 I PIPE ARCH I S - SPAM MAER" OF PFL 2. R - RISE OMEWPON Or P". , $, e : SEE PC -I TMLE FOR APPMAIKE PIPE MATERIAL A, � W1034 OF CLASS 19ACREV 9ATERIAL BEYOND T14E EXTREM"Y OF' TH� RK 0 WWAX S2 6 THAN 36'. VSS : ; 1 WHEW- �i2 r4 a- AM OHI�AIS - .. DIRECTED SY INE VICI . O&OW WATERIAL MAY BE CUMINATEIT FOR 'WHERE L,S ,,r a NOR11M FLA" FVU14%' 5 4 ER ROUTINE EkTRA" Oft S2 IS 3�' OR LESS AM) HECHT COVER WOR LESS, C '. W -41WT AIMM �`F* -RWAW `EKiR1U%r11'W1'VR�-'L6MA1%1WU- ADCKT OF COVER 15'OR CM ------- INSTALLATION OF PIPE CULYERTS AND STORM SEWERS � GEEN '+ I ,I I NOTES I I ,; �' VIPCINIA (a "I - OfANVORTATION! lgr 302 303 - -- ---- INSIRTABLE SHM A97 . - - I , I I "" ` I - �� - ` T '- �,,�,,N ,7� -, I—- - 1, " � - ':�'',L , ' � � . -- � 7 ="777777 --77- I 7 T- , � - -,, -- , I -- I 1.1-11-11 "T -�`--'7`--,�' `,`,�-�-�L',"` -,`,",',,,�,-",'�,,�', """', ,Y`�e �--�!�l,,,t,�,;�,'�',�""�,,',�-,�',�� -, L�L ��, . I I I—. � I. - � . � - I 1� 1,1�,� "' TNSPRTABLF SHEEr A87 ��, �,,�' �',`,,,� ',��,',` -, ,',,,�,",�",�',`7 " ,-, � �"," �n � ,% -,',:� - - ISD" 77 T 77 I � ,�:!r ` I - �- I � 11 11 1� INSERTABLE911M 40 I i �, 11 ...... "T , = 7, IT 1777 77 r T, M FO -- ---- - - ---', ----- I . -- �� , , �, '', " � CFt,Z,2A kOOCOUT R V MAY � ;zr- zi� OR wrLOM. 1 I------- --------- -- - -- , I 1,� �. � I - 11:-:el�:��' To BE CUT TO VIM I. � a. I � -T---.- i L . I SLOCICOUT FRCIU . I I 1-!4q I 1. I : - I - I 1�r;WN L .1 I I i I 1 A � 1-:4-1 ------------� - ft r-11 , .11 I I � � I I .1 1--- - I,CNMTK OF AKED (SEE NOTE 251 ----- �-- 5-01 NOICS! I � I SR INS � - a. 1 3 - ,- i - 12, I I t �PE tRM3 SLOPE OF IW- GHAIA AI';1OAWW,11C U.001MAIL r'Z,'&N9.A,0 I I :9A �� I v 3 ?/. - - VZ � - 31 I! A ! 61 1 W-31 I AQ,W,FNI TO FCiW 173 ;A L LkNC I � MUST BE 10 I - IF IE F-XIST4G GftM� 11 9 - - Z= -- I I - --- li- I WAROR54L CICTFAIDER- -:�- rLAT OR IS A P�MYE Sf&f DUE 10 IM �UILTZMArom Or -it ROADWAY � - I .-- i,il � I 'M I � %" . I , � , `� � T- 7 . 2.7-11 7;. NtL [- 4WE FzAll AN* . , tAM it 7 � 31 . M - . �- �- , ��,, ""J - I PA*�,��7,71-ruiR.orrt-,.-t room KH&CI T�tpmic Tt, '� I � -SHAPE TO ELEVATION . I SIX ale.21 i %" I � - . k , � 'j- - I I I I -- �L -1 � I , �, �L, i � -z !"", -- I a . 101. 0" 6 _ ,� - � e, � �, � � ,,, A-- 1 V3; $WON. IS REQUIRED� TINGE MW. AS . CIF NID-POWT Or , I I ) I, V . �� %WTE`i�INE ;� - -� I I I - W711) �1! J 16, , 1 . I - - !11!�� I LAACES1 I-VE, I I � . , I - I A A&. . � I- !!!gm� a - 21 IK AW�A ELY " -- � , - I I � I 4rw &-W AND DEMM T41! TCRMINA ��D OF Z - - i -----f----- - T"V,R5. I 11 I i " Y, � - Ir I ligiv . I I - I I I I , I I I ! ". ti FT. Or i :::------ lhkl� AND 1411"MOM IX��) O"CIS, F A CU-M RU,I (14 �; fto� ,4kt,Aim#ax , - ' ff I �` � . : I I -1 I- y- t,,I, " TM A,�FA SWX;,,I' ., AT I FAST W WEAK W CIIARACTrR To I if, IA�-Sj Rtpet kj"- '11t. , , 1 .4', 171V+WY4-1 ' Y�* I MATzRIAL 1 5C.1 � 6 t I - - � t=t � � hkfs lw,ji! . I - � Rr � 0 � koTt ? ,.r 6 - &-31 OR S cc SHIELMD ROADSIDE ARL AS. 1--- I . � � I + 04-b . Wow I : I ..�--k-J3L--L -fr--JA:Z-1-1�-�--�::�� .2� - L s-�-- -it 2 M-Rrwl MS I � - � - r � ----7 1 1 , I I I I 1 1 1 �� -.---- -- , I. -,--i--- - L- ,:_ f I iz;�r � -- -OR RM5 -C I t�- -- ^RAMS^ IALST EXTEND A IANW" ,F ' U"U��PHD 'VIE CHID POST. - it ft-PFORCED Ages I � I 1 i I I I I I I R AFF IC-- � - - - - - -- -----------PAY LAWTS 0+9 TFRWW 3 Z WW CONSTRUCTION � . RECONNT I'M AND N I Z 40W TW '/�-x,okt � . '4� � � � '. I BLOCKOUT FOR MAINTENANCE ;I � . 1 i &T - 11" , , I � ----- - ...... I - i � y IAL 0 - I i I I ."Im"Am S I � LI ii U -Ij 11 I 11 11 I I I 1 4. F-% PROPRIETARY (ZUW"L TEK%4.k'ALS I-IE MWjFA(:TURtP 1� 14Tr � 11 ''. 1. I I LCSS THAN P-0- - TOP VI�W � SZCTION A -A PWPARAT"ON REWRENIENTS -N(E PACLRNCt OVrR THIS 3T*t.ARO. � - � � g I '44S, I 0. BE I w,&-�*r 9 I I 45 Vin- rvAlkj,�2- I - - HE*17 TOLERAKE A )fql � W-BEAM GUARORM, � I I , "�", . N- � I I I .. , . - - T%Tgl e Q 8 - o 1 V,3* 6*-3' 1 1 . . I a GR-2A (;R-2 1 61131� ','� W.31 - 51-31 -..- a,-3 1:L I �8001 I I I _ � - � � I I OU0VIOkAIL EXTRWER -, ----- L � M 0144 SL � I I .. � I i A51,IN" POST 11 �, I �- 4 w . Dye; 'I L I . ty-i/7'. POST WACNOT 16113" POST Spoc %CI` I I !" T i � I ! I LIJ I ,. NO �,Omycall z 1`0` TO &.O* W. - -1- -i �. . I P- I V S 61'. - SPECIFIC post OYRPAW WrIFCTION - 21 M,'a �,YKAUIC OU�CCTICII - 3! . , i � 2 -O' VIeL I- W! � , 1, to r-01 C C b AT� S I 1. -- - Un M a L#IV - ---- I . .. 1% . I OF,' 11 I . - . , I, W6U&5 OR :9 LE147H. T6 BE GIMPOPAIL --- i , . , , ; L r - 'L ;� w6liv - ! - H!,C- . �-- . , ; OR 11 � I S 04" I I � / - I � = .0� 1 1 VAT" I �., TW,ME I a : 11 .1 � IT, W I I :fl=-T , IT I I mm F r' , g .v, -I - � I . � ga., ,V Ie* i 44cn LOPE TO BRAIN To wMiNt � I f W CA.. - . . I 414LI (2) Ll (j)1 i Jj t4l t*ILI Jj J 't - I OF *r,L!T PIPE :F 0� ` . I aVAN I I I (J - / ',L, -, -A 1� ., I I I I4 � I , � 41 -.t 11 1�� I ECTION A - � DETAIL A M -- � q'x,,� I - A" I 9 &L-caitftit smALL - �Ilr . --- -- I';? - �,�z- I I I 1� BE CLASS AX Ifl I -,a' I ELEVA71ON -- / IV �- i I I I . ST'D. r;f-0 i�-7,-- � I I I , 1. , . - GUARDRAIL INSTALLATION , QR-9 TEIIIAPUC -I- ST'D.(P-2 5 SPACIM a W-31 liftt P�l I 11 )F TREATMENT N D 1. 1, ". � CZ*CRE1cPOST: I SttCL POST SITES REQUIRING LONGER I -�-- ----- - - I- - I . . ROP IN' ETS I - I . I ... I I..- . � . 11- I 11 GUARDRAIL POSTS . I � I � . � O'S, I I - I I �, I I 11 I - - 1, � $40 I 11 I I I xlt"-, - No - U1"E';�---L--jL--j---j .-L--J,--A-�� - 1 - -1- - - � SECT;GKI 313, L � lot , I I I I I . L I -- ,- Rr4FynR I '. I . " -- I IVIL , S J" 1� I � - � y I M BE AD 110H F Mo I I NOTES: I LOCATIOV us 9 9,1" - I - weIi L, =t�- 11 - A55 DIRECTED 3Y THE ENGINEER " k"XUA11C 9 TERMINAL TO WFAK PCIS7 (STAN --8) GUARDRAII, I . . LL - I 3 � � �, TVAST"�t%DTI; TRANSITION rRom ,,�,, R - DARD GR A -WI - . BRAIN I I La., ,8�, .1 . ",*, L _ TO BE Ze �g - to" W, �'APLS Lie POt�i AND 9LOC4ATr, n7t: r*-rt 14� MI.NS. 10 WLTI 2 4;1 SLCIF OES"-E - 3-I!;UC,7E VAW VVM 70 lle�f II,U#,511,04 IO FXISFING ISIOIT AT PP40E COLMW T�'WAtt I " � ILD1114110a . I 11 I . I I I I I. WMITW2 I , I I* � I L � .. -1 . , .1 =--:::�:�- � -.----- � "" -1 -1 ' ----.I-,---- I � -.-- -- - , I OUTUT APE . � . 11.1 L L � � I- , L, 1 2. MAY I V,'* DF'10 � OF R�k �'LFMFN� RAL SP, . CE 01%'� %'-XM NOTES� I I I ,� E W", Tr 2 1 - - I 3".5ax 1�-� I I .. . - 18 - kw"MI&POTIMIary - I ' . ` _, 7, � fmgmip Pi.ATr,,A%,, ASSWATED ILWOPME %T* t; ^IT I � I , .. i I L� � I I � ,6 . � ., I - - 116 � L� � -**�'VOLT I - , - � � W* PIE . 11, I I HOS r,�111(�IAWJ 50102, M1,APfR L ,� L , 'ES or It"W"I" , I" ICT foet LIC 41' , , I = A . , J- I &-%Nr.&gg PQ R" . . I � , - L IL 1, ALTE7RAVE i�W,AXAWAY eAALE TrglifM-' GR�O)IS 7P & ET -WO ISA04LM T '�' IFIAX11CII&ICONATIM OFIF AS W" OSTANM AS 0MISIME - ,r. L] , . �% I I I I . A% I I,, IN ANY � 0 AS I - - - I I . �� 7 L I � I . � . -,.j " �: : 'L L; �, 1; 1, I", 1 11 . 1, A � I . , " BF Cum"At. I . .�y 7 i4 . I 0� ftgVtNts, Am-, rur"sto s-c, wwo --OR gAm I ACRARED By *'MO SIM I " � W WARIL L -1 � ;� t I I �, , . In)", WAILIFAZOAQ ay EKRC� I 11 � . I I . I . I - 'D MC FEET, I k I . ��, (*t ; IN(T ��,V - �j I , I I I , I L I I , I I CU410RAIL OSTS SHOLL 17:EPA�. NO S11MAILL VARy FOR EACH M"A-ACRIPER SEC MeAR0, L . I . - . � ., , SET A VrA19 A�rLTNSTALLATION WANUFAXIVRER'q Pi AxS PON INS INFORMATION. I I I 1. 7 # I R� '_ L . ' i I ' L 11 4 �1 � -QY - W-7%TFR :5 FEET Ah 4 L , 7 - --- - -- --- � �; I " L � 1. . I 44�0'�..;-J' "-L- � A.- "" 1 4 I\ � 1 I - -TtIRED 13� A I Ems, *r., i� A=21 aESEffAV2A" I L - i . - - . .L FOR M7skt% OF 4AI. (Lvwjlr skm +-1, # �, " V , ". W, SYS � - itS 131EE � Na. KTARAS, DMXRS*4$� QUANTITIES. A4 274". . :; �.� !Eg - !e "IsEE SREE-. "as. . � - L P 115�) rEs"IRI",�,v�", af . '#Aj* ft .2 - lee ROLE I L' � i , . � � TIE "O T, =12"". I � 9 � � , - I I 11 I �. I LrOL%t;K 1.011"0 I 4II L 4i #A,; W M KOLI - L I I L - � r x 71 . � I . IMM - � _ 9 SL.1 IIIXr ,PC.� � '0 . ckv. STEEL M . t .0 2 � W 44AMir � I - I d I CONIMN HAIL 5 4. Ij -CF, AS TIE 5E , I I � - S; L ��& ALTERAHUNCR FOI S I*R I . I , . � I'll �$(' . � L - -- , - - , , I SEE,MIE.5, ,It S; , TEO IN AJLT,M& TECHNICAL . .11 I I - , O, fj,� , I I - - _ _ _ _ _ . i Sg .. I I - ��7 WFI11FICATIONS. � - `� � ST to I - I ;;; _ [;7t� - :,!��L ! I --". . i ED - tit MIK�11�0 __ - -- L __" _ - - - - - L _ . S � 1-111' , I � 1.�- - - � 71117� FECO"tto . AtOw'm "ill , . i 'i% , � I I -� .. , �314 - 11�-IT�TC -\ �' . I SECIN -1 � _f. __ _ , I .!, *�� - . GAINED "IM4W, S�ZIIWFOP 'L . > t OR 2 Air 01 I ,- I " I 1-1 v" j -, - me - ;Z�m-Irg��'L I 11 --,ix, �.�,�l L 2 � N OR UE"1=0 MED A'HtW;W P. '2%'L�?,� X- � I I - , To . , / .� e"iffovl 4 ;� j..=P ;�- I - 1 I OL"00 L T I I � :41, CWA!ICN. PAVEVIENT I 1,11, ,I I" . , -1�1 I � . , � ,- , " I I - I � I I k� -.; ;a 5. DANE NJVL ON EM SMS WTI" 2, OF rw I I I I I - . I � � , - - " �;;;; , I 11 - I L, it" i � I � -----L � � , I I I -1/1, , 8, DwOrtom g r I WL, Hf t Ect I-AVWKE ON � uUtro I La - .. , ., . z:1 BY ERE � L . . �\, - C3A. -- / -- , , 1 -1=4 _!_- L -&j--- . ,% 1 �70uvtfw -I,*---, , SOUTHERN IA"1 ----� I 1. 4 .,/, F ,I; , I 1111� , :-1 I APPLICATION FOR 6k�j4& � SROM t4D 5 .1� ---d I T�- ALL 141%Ai� RAILS SHALL W'-APPM N tHF aRFV.t-A OF% COLOR L LO 11 I � , , , ":,. ,, , . I TOP OR BOTTOM Or OtCCXOW AFTER %* 9 13 � PNICLS, I ROLT 15 `NSFALLEOL I - � --- ln� VZ�CUL�.-, .IWEL FO:� THC `I4TSLr,b MAnWAY, of TAPE SH&L BE I . ", � I S'11NOARoj- - - - - 1 -7 "FRWKQ I r CR I - -- - L , SECTION B-13 I--!-, I ; I -Z ��iwz PLAN __j L--j -- �� C. 00 NOT CHARGE THE LWPNC OF TERUINIAL rOR AWY &STAL&71.011S� :RSTALL AS TFSTEO� ! 0 StANDARD WASHER TO AS LSM ON LAST W � OF RUN GF7 CWk ONLY, � . , NT IN MANHOLES � 1 113--t- 1 1 1 6x8 �400D POST , - i : I I ' P"I'Vom - - -----,- - _Ivaj OF2 - -- - - *tET ICX 2 SMOPICA11018 SPEC 7 CA -ION -- ------ - --- ----,--,L�-,-�------".--�-"-'----.--,-.---.-� - -------- i - - ", -------'-- _-----5&1T�19E;11 - D OF SHAPING MANHOLE & INLET INVERTS OUT W BEAM GUARDRNL (STRONG POST SYSTEM) Mow RU0ENCE I �� SK,c;Z;i-M- - I - I I 6�w�;w L . .'CST SYS-7EM) ---n�'-�'-"`-"� CIJA��DRAII, IERIVIINAL, iNSTAL-AflON SII'F- PREPARATiON 3" VIRMA WARIVEM Or TRANISPOREA11ON REV. 7iOl , D BLOCKOUT DETAILS -0k,7 "N 3EAM GUARDI*"411L. (STRONG ;� I A! TERNATE 9REAKAWAY CAB'.E TERMINAL - Ili 2W 221 -10 11 I I ,��,�, I 1, I I , " --QU3 I E I 'R Rrv.;"06 � , , 17.-.--� I =---� . VIRGINIA OWMTWW OF TRARSPORTADDIV 5" 506 0?*SM DEPARTMENT Of "RAMSPORTAWI R7 � ).,a. W. e��, � �,�,�,JN �v,,&FLARE nv� R - <E �i NTS � OR G -7 �,w'w I - ---- 1. I - .. I ] WILO4 I , � y � -Of 110005PORTAWRYi I I ,- I I 11 I I 1P P"'.1, , I - . , ". - IL ,� � �TR " ��`.,�� �- �-, I _ . , , F I L 11 � - I!- - � , - � -" ; ; , � �� �, C�z TXIANSPCA�AIION 5ci ---�- , � -- -,---. ft A� X 1 - L � --- �- - � L � ;,�`, 11 � z (J �- M 01'sid =0 �Q :z-- �Q �Q :Z� z I W, W . Q_ 0 z 0 V) �j �.) �) �� '�- ) 0 �,- (.21 0 LLJ 0 ('t 11z:( "Z( . (�o (Z �0 �� Lo (:�) LLJ ��) - 0) � (N , OC) - F- < 0 -[�FN- -� * 0 z I I I F-Z"-- . . V Im STREET APPROACH SW ;e . A -1 SUIVACM AS MAMINE ORAIDIUS TO BE AS I P. I FICAWAY SHOW* On PLANS) 3 C , I u - - � i` 0 11 I AMSI � CMIUS TO K AS TTE SHOWN ON PLAMI 4-12T I 8 i I 0. . : ----� I/ I SMWALx I (g 1J."TION[AL 19- . �.. ij� r', . � A3 411% �,� .!" .� . CLASS I . V. I .;C 01 " -- - - � IT 61 CONCREM .k: -;:. , I ------f1-- FLOW LINE - I vv*ow Jow Ewmam JOINT , b� I SECTION C-C � -- -- - -- - � HIM, ftYk 11r 21-W DO - I 940" am TYPOAL " A -1 I PLAN VIEW I W CONSTRUCT GRACE CHANGES WITH A PARAWX qUWW� . g WHEN THE ENIRAINICE 00011CANNO ACM61MODAR TIRE r T;MREOUIREUVM Or AWICFATED HEAVY KPIM FOR SIDEWALK I /-101PARA0011.4 CUI*VE ,=%THE I CURB = , LIIAITS Cf THE RAMSHOCILD BE RAWK =1%111�. ------ %Et MAX- 1) OCKMED ED 7_. -L--.PL --a 0 I 1) � MAINLINE ROADW06Y - - - - - - - - - " �11'0 &I14T.1A11M%WV*r9r 0 1 MAIL 1) P-00,WPOLLOSTRE, � I � � � W lot , SLOPE CHANGE T"11�� I 40'I0d_F1CR S RIET �-- - 0 )1* "I To f.0fPF,A:1Wj1*V�.0%Wj11 I I " C PSATVA&lZnAnLCRICiCCUANN"WrOORLOTUtMEDC"INC ENTRANCE I THE ENMARMA SECTION A - A OFT COMMATION CURB A =,&I'm I � GUIDELINtS FOR GRADE CHANGE D SHALL NOT BE CONSTROCTEO I I I � L I BEYOND IRE RPM I UNPg EXCEPT FOR rS REPLACDAENt - I I WHEN USF0 94 CONJANCTIOM WITH STANDMIO I I ENTRANCE VOLUME OLS0106" WAXNIUM . CC-3 OR 01- 1. THE CUR61 FACE ON THIS, IS TO K ADAISTED TO MATCH THE ft I A PAW I THAN 1500 VM 01 1 3 It MMARD MLE CLIRET CONFOGIURAT". I kewtw 1500-150 %?P01 253 A 5% SEE STANDARO CG-12 FOR r1ofil RAW, CESA`�Il ro 9C V$Ev VAT" TH* SIANDAPD, LOW O,"S THAN 500 VPO) :9 6 x 15% x " IN ^,T000CA7C W" ONSTRUCT or A , ACQUIRED TO PROVOE POSITIVE DRAINAGE ACROSS THE EHTRA4CE. r..fM rW MAY j$OVIRE WARPOIC OF A T CUM 10 EMUDE POHOW OF WATER. -- - -ilm"Ve CONNECTION FOR STREET INTERSECTIONS 302 AND COMMERCIAL ENTRANCES - VIIRGIFAA or TPANSPWATKIN - ftly. 7/01 1 1 !r-] TURN LANEARRQ1oVS %la T,.w6 4,raws rjjZ61 k, 6Cftrft,s44 .m 1IV0 I- � IM MkIp. 1 3W sp*ol�4 the -t%ke aleftted oy T-rdGWO mole thom 1Wz we nf��Ikhes 0* Dower. (2, skiag / 4'spocing). TURN LANE '-ENGTH I'(0161"Or4 IM � Ieu� do not �, .ko., . . 'I 1I AM,'=. t 04 f'AW fton 1�� :11 30far "" 3 aK-1 1, .W myl?o7f , f.l*w t� I To . " "'. "- � � "'o *'005,v w W71 at Iwo t". '�Wod J�kg*jn of (afimi4t, Lon Iole. 300'w bms: 2 w(e.% 11 Z.Q: 0, " , .04 baft 'm .,opo,, W and I .f I." 1�� Step 60" = 1 -2Ahi� S�p 9,,� I. .1 Be . It /"-.,-- 4,14-c'" V' Aftite Skip *K -""\ of tho rad.�� ----\IV 30' 5-in --\ * I 17--.- to te I I 40iF�M -1-1.1 �---- -j i - - - )) i . W - Z, t" 5*47 - - - � - -0 ef I I ---- - ( - - �� - - I \-1-1104f000 of 0,tw at b*q*4,i,j I !1e �, *I fo .;dib ILK& Iono, NO 0Rk# FM ,&C*od *hot* carb Wd I I =. prosam 'I"g.,4caeod by ma DETAIL FOR LOCATION Of EDGE LINES ON CURB SECTIONS Noteal Of ROADWAY (NO GUTTER) � Stop baes. it (OqLired by the En24*tr'W ba a -Wnwn of A*k od�moo .f ON ar�&� t b. Uw 0�4 of 6 �WI`00 cfo�o& It. step be, * , 4" Uor*k,Q 111�1b* a o*6um of Vand a "%;;;;; .1 3C. 1 0 � � # I In O&O"Ce of Ow ftor"t " Of tb* mle'"C*11 * � ., - rwd"y. 9100MI; Wha0be, 21 V�dtt% km- -ftdb- In �dom* .Rb am rod"01VOTCO. No .49. %� ,eqke4 wiltle cwb d spo" W~ dftbk So6d To!" root . .. vylo's 0,~t � i,�atea by tt,e etafih. 4-- 01 Er,oldAr. 1 4- . TYPICAL PAVEMENT - --- - - - MARKING FOR UNSIGNALIZED INTERSECTIONS ��17- � .--- VM" IXP,kqlW-kJl OF TRWSPORTAIM L- I I I � I . I � I I'— :: - - I I I � . I I I pwal-15 1 � I , - I . I I � . . � . I I I I I 1, I" 11 L, To _,__; -2c 1 . I ,=�20 SC3 .- � 48"x24' V I I I I � ! I I I I ; ,� il I � I . I � I , i � T� 2 = h1 I I I LINHAM rL-k,9 M I I � I � ,�- 11 A42�k �CMT" MODD " 1";�"e�,�-�,,,,-�,�,-�";;"".,-,�""�""�, TYPI 0 N C " " I 11 1, � 'Q I I I I I I �� , I � ,,;,,,`�1,. I I I 0, "W"' " - � '! p, e, � I , i I a h',� I I � e, P " �-�, 5 � �-m � �11 , , � '# I , A, ,',.'-�,,,II,,�;�V M. I'A "' "' I , � , 111-1 11 111-11--1.1 ,.9 ,,, , g,-� _,,-r�,m �,� ,�, " 1;- 01 . . . . . � , 11 , I . . � , g", " .1 4,11 " t �,� % �' ',",,', ,,j y . . , ��F�.,� -, �;; �,_ `�` �r��4�, ;?',� ,�,, , r, 11 , , ... �,;�f ,� ,�'��,.", �fj,� ��` , .f r, ,�� . '$�,� ,� 1 I , t )% ,,,�u,j-t;%,,�,�, -'11 -1 , ,,r,,,,,m,.g, , 'M�,,��, -, ",f,;,�,,��, ""T% " f�',.,' -., 11 -4 - -, ! . ,�, �, . - �40�,`,1.'�A , ,0;�,gj , ;S, " � . �, ,,�;� I *1 i � � �`,`Zt,�Q& �- � -, .� - I ,� W� I I 0 , I : I , 11, , -- I og g,l, g , I I � �,,�,? ,� � I 1� -I . I I 11 I I 11-1.. 11111111-11-�- I � - ; � 'i . i �Z , Ll !, I I t, I t , � . � . V" opff"611 on (F*a�41.( ��l I I I 11. , � I � I I , �--- I --�- VW-28 � I � 1 48" x 48" 1 1 , � J6 � ----- , - - ; I . � I '%q 21- 4 , I I .";.11 I I'l- 48" x 48' 1 � " � . � " . - I- r ' ' `,� ,;,,;,-z, ;,, - � �,�,,r, ',-.� ;f�lj,`, ,� I �,��, � � - ,'�,,:�,, I�S mY�,�� ��',:,��,-,:, , , , -f , , ; 1-1 : � ;"g��:-? ggg , �" , �� 1� - I - " ��,�A�11, 1. , ,.,,4N'A'��,".,�t'A'�;,f,t"�,,�Z�??��.,��','�",, .r . r., !M", � , ", � - I ' I I-3 Ii., " E, ;� �, r I 1'1� , PM4,,x ,1 ga; , �, . I IT, 1, ,; 4, 1 �, " ,� ,",,f ,;�; "01, r.'11 �k: N E,4�,,� I - I 11 voeafmei� �� ��71-1 � , i, , It ,,,,, �,,', - 1;��,� �, ,-,,.,� '�rrrr' , t I I ;,"- , I I : , . � I �� ". " � 1, , �� I " .. � I:, 1) � I 14ty �2005 � I :1, �, � , � 1: 1 I ; '' � � -11�1,� � Page 611-12 1 1 1 1 1 1 1 1 1 " I I I I . �r � , �� � I � � " , ,� �-,;� � I I I . Ih: 1, , I I 1 I , '�. I'- , jo',, �,*O*v eomt ijt,��3 ��,,;,, �: � � -, ""', �, � ,, �'��.,, -" - " � I I � 1. I , �,�!".,� " - , I ,� � I �, 4',�, I- ", �� " - I I I U -, , I I I - "', , T �141i�01,�, 11,1- "I - ,.". � : O&Ir.,4100&@Q�e ... - , , - , " , I I I . � 3 1 -4 - , , -, I � i � , 1 � � 1, - ,;7 11� �P��e, - - 11��11 � � ,� - I I I , 11 . . . . . . ��, �,, , � 1. . . , - � , - 1:, ',�, " 1:11 - I " I 11 I I I I I I I I I I - �%", I I I I " - ", -.1117777,1111 1 � I I , , I � I ��,� � �, 1, I I I I I I � - I 11 I � I 11 � � ,� 1: � I . . I I I I I I I . I � � I I I I I I I I I . I � Ouidance: � ''I I I I I I � . I I � I I I I , I I � I I I I I I � I I I I � ' I. .4 ROAD WORKA)iW, sign or SH01).1011W WORK AHFA,Ds* should bepj�,KC14 on the left side of Ae roadwayfor 47 divided or one-w4y street only if the lefi ghouUer iv afecred , I I I 1; I . . - I I - . . 11 . I I � � . 2. Sign spacing should be 131604�_15001for lhnft,rd ac�=�,V',�bj� r ' '; �,- ard on all other roadways 500 %800' , " I I I I Aft , whem the posted speid limit 4s greater than 45 mph, : I'm "I I I I "wh m. the posted speed limit is 45 mph I or gwarer, : I I I StA100A, � 4L� I �7;,�� 9- � 1 I - e ' ,,o � 3. ��'; ii4� ,,g-dW,VW0j ,Iwot t to, ,,f , , , , -�*4* ,I 000wing! " , � �,Y', '�'r ,� I " , pffll�'-` flls§',I�' I I ,�,' , ,r,'4��,C �C * � I . q I � , A � � A&gdW � C.15, 36+, Transition S"dAg 1 201 W, Travelway.�p, ciog 40' soy ", �,�R , I I I I I I ,� Itlkl:,�- .11, I I � , T - 11 ue�ffi", - 611�4 for the posted speed lirnilL 4, The &,w w , I . � . ' I - , �111 �, ..�, �."7,-j , ', , . I � I ��, �� - "., ��1�4 5� C , , � I , �:, , e'�;'_ I " I , , �, �, 4", ;; ... � I m �1- � - - , l �' 1 � I � � � -, - -- I e � I A-l � � �, ::�, , � ;�111'1, � ,,:, � � , I'll , ", W11* - 11 I I I il .4 . - �, ��� 1. I I I . �11 ld .................. �, I I I I I . 1 I "I'll, , , 1, - !� 0, , � I I , , � 1, ,�,� � ��- � , " --li �v�-" m I, � " 11, - , I I I I - �, , d ", % "i, , I , ,�`, I "I I 11 �, ,,-�;, ,,�: �;,�,��;,��',,,�,�,'� ", , I , "' , -,, , I , I 1� I `1 I I , : ", � 1�r�,',.,,-�, ""N" �4','�- , . :"W r,� I � � , � " ',� , . - - I �, I I I " - 11 I-, � I 'T., -11 :, 11 I I I I 11 . - 1 30 . , ,"�', 16S , I I I � , ��, I I 1 35 120 22-1 1 11 I r � � , 40 270 295 * � . I � 1 45 450 495 6401 (Shoulder TaW Z# . Minimum) , .�,�, so 500 556 k- � I ' * � 55 550 605, 60 600 660 770 65 650 715 '780 ' ��'�,�,�,,, �` � I . 6. A shadow vehicle with either an arrow board oki"S% made, or at least one high- . intensity amber rotating, oscillating, or strobe ftht sh", t=t-1001 In advance of the first � work crew. Q04tim, I . r I � I . 1 7. F rt-duration overations of 6 all siebt�nd,'Ch$AiMli7,lnu,&vices,,mav be elimingled if - - - . 11�", eMll��,,� - rr I I 11 111; � ,� 19 ='- ; iiw, , . Ig q* , " I I ,�,�� , �, -1 � : -, "I . � I �, NN "I �, � , 1 I . ,, L� , .1 8. Vebkle b3zard gnals - m& -1 4iii rotaijuj6 DgfihjUg'.gsqiUdi=. or mmmng y be used to stlifflam" . , 1, , 1 - - � , I 11 , , " ",�f, , , �', , , �', � , , , , glvhe ugbtL, , I .",��.,,,,,��'-,��',,,,'�,,�",-""""�,,,,,,,,,,,.,, ,,,,,,,,,,,�,,,1,-, ', �,�' 1�,:�, � ,�,,.'," ", , , - - ,1111 ,,,,, f , , " ,� -, , "", , , I I , � " + I ,,, , , � , , : - .1 � , ", - � " - , , , , I , ,1 � I , , , , , � , , I I I , � , , � , , , I I � I � Standard: I I � , , + -� ,,�� � I , "" -,���,. "", ',111-1; I . I I 1� 9. When a side road Intersects the higbway within #be temporary traffic control zone, addlid tnfflc cmuyl 4016m4hah be EhISd is I I I I , Lftded, I w W z > -k W -J a )� W Uj 0 W W 9 , , IT - �,'�,"��,�,"'�'l",��'�,'�,-,'�"'�'�,�,'����'�',",-".-',��", �g ... 2-a �' -71 - - -, " li� - 111111 1111 "' "�,,�, -� I,;- ,��,�,',� . "-,'-','14,f-'�," .',,N�T,�-i �:!,",,',�','�'�71�',.',,�� I , , � I I '' I , , 1. ,�, ���-,����,�,9!�-"."Ir�1--i'�",','�,'-.�--i - I 414 - � I I " " OR tPl - , 1-1 1-1-1-- � -- 1 I r S& -- I I 1,10117.2� I I i� 111V CAW tLOW OF,TIE M40C APPI10ACHIN13 ARnTla I AW*CE`NT �C` Ma � -OK' : FOR fis * W SiVII-0% A t�OSXIIVE I S1 eff,bor AX1kP%4An6TVTA*MAI1;, 7WROMMAY PAVFUFIA. In., WVKN O"131-1 3 i . i . I I I -i�%! V6 /-404GE 1 � 1-1,t,0_1A--�30 rROM ?I-"W) 1P.1, rcnT TO THE P00117C :"ST. W; SSIOW141 Is 11COORCO, I I I I I 2- THE AREA ANAUAATIEL AM BE OND I k ,E TEMANIAL %�OULD BE TRAVFR"rXr I Y' � 11 � :------ R , A., ANT) �R4 TWN fw` I'll, IN CUT `1 W" ATTAINADUE T-Ir's MEA SHOCILD AT LEAST W,Z,0 � ,C,ARACIER TO THE UPSTREAM ,NSH16C*O PDXALu, Amttm. I � I L . . 1,4 " - `01 - " , IitOWFNLCT*N -�',-E . a �* W's COMIND 1043jWE CRMW N6S-, EXTEND ton", OF 31-11, 1W M, Post. AT6 5LCIION' A -A � " 1, I I - I 1 4- FOR M WORIC., - I BE AS CLOSE ASPOSSEILE TO -FNEW (,�WIITJOT" I � IMITI $tl"M I I Or V DC M TIC 00 POST, FROM li-E ��INGZ POW. I ' limfw.� C`1IL:" !Rort- In MWER O ' ;��IEYOWLAIA-sa - " I 0 SLOPt MYgfp THE DIT'CH I - -;j, s:-"N�, , 0OTT%1W"'1t02'1OWJ`NE al OT ,7 L' � TIAL AS APPROW �I ITT -J4 LIZ" LL-, A) R.')APWA-1 SHV,Mq,1; 047E. I I I � I - I � . K ALLO ! � TA40 Is 1OI! I I I I W : , � I � I -UVnAIT I I I . I I I I i ;L If 11 I I 11 , , � �E^11'101N A -A TRANSMW To i ,$k WORK 3041Y � I mi K07-- 4) I I 41SILC-STO 4AICE EIKISTING SLOPE - . � SEE VO!b 2 -I� AT �W-- - I , ,�:p ,z , I i . I � � - I'll- I -)?�t T,eate` , � E , - I 10110r. P010 I - I 1 -7 C-- 11 � I � � / - I ' - IF t� ';�� `E TIO'N --6, I +�' I i - ��.!Pt��.,,,, I'll, -- �P-T,N:, A . I ;1 SF( T 0 R M W" Kfty I � . FOR Ve IVOR� 14� OF-7411 jk I �, I I I � I I I �-----Z , , � $tc KO'E 2 -1- , ": '00�:: 2, la% TO r A ' ,�-,-`i��CPI!�2��-�",F, 9 -, -MAN �Z M SLOPE AT I�4� 7 Ist- , 11 r-'-'-_ _I GRAlF I 0 !!�� � 1 - - --- - , f, -� t A -.4; I N 1 ntsr,* -,O- � � -- , � 11 ... - /-, �n�, !A!1�� \ , ; - - .. I - - - - I S0,PC ,4XGE Pa�� I -- �4� 'I , 1, I T*TP j i I I L , , I L _`�,, stE-N�Q� 5 I , -- ---- -I# �L-1----A. I I -.*J 1", -- A , ?. , SLOPE H04r P`ON�11 - - - - - - - V 2� - SYANOAP-0- 'I-R-1 CR-? TfNNAL - - - - I—- 11 I—- . 4-- --,.---- - - -- SITE PREPARATION R�-QIJREMENTS FOR G.R-9 I 91EV 7 O 2 , - -I-,,-- - -1-1- I I ------ --- - , � 11 L - - - ---- I '-"- - ----- -- - --- GLJAPDRA"-- '-EPMINA- :�4STALLA-ION SITE PRE'-ARATION iiiirKwal WT�-- I WV-71f), .�EOUIREMEN I'S '- OR GR-9 I 1---1-1 I Vfft�!�]��j_,± IVAWO��WIAIQ% - 1 . EX. LANE (11 2'+/- --- - -- --- - - - EXISTING PAVEMENT STRUCTURE = 2" SM-2A - 4" B-4 - 8" 21 -B 14' CROSS SLOPE = 1/4'.11 COMPACTED SUBGRADE TYPICAL LANE WIDENING SECTION AT ENTRANCE_ NOT TO SCALE - VARIABLE 3:1 SLOPE - I I I 1--L �-: 0 Ld .) 0 CK CL V) -j < t - D f-1 z 0 F- 0 D cr_ �- (f) z 0 0 a x 6 W �- W< z z W () 0:(.D W ry -j Y= (/) > <Z< . tu- -4� �- 0: ,;d �: 101- z W D W LAJ 0 > �- > (-) 0: - a (n R a y ir 0 C) O:x - 0 W W - Cr 0:0 < x W 31.. < W 3r ILL. . a (1) 0 .j 0 a. 0% �, - Q) C:) 04 ff) E 0) 0 r, 0) 0 r- - (n (D L- (0 4-1 N V) ff) U) I IIIIIIIIIIIIIIIIIII U) C'4 I C,4 3� N 4) �: -t .2 0 (0 (0 Ic W (0 CD �, C :;: .- I- CII --, I C .j -4-1 U) > .�I- ,4- (a- U) Lo @ , _c- - ,� - Q) 0 C: -= Z;-- cc� W U (n V) 4) -C 0 , ".- � 0 - CL y) - I- (c) 0 - - , - 3:: T 0 E �- L z W < 0. 0(/) 11 I K 0� I- Ljj 111 I Lj W I l�� 11 ::) Z Z (,) G 6 -j 0 Z 3:: &a 10 LLI ,I 0 I xi 1?�LT H OP k - "I - 0 - .-I ' U G PMM ';" No. 8?60 .1 . �� �4 (3 04, r, � 67 , -7 - ,or . - - - - 1--I IONAL �� - 0 0 ill 0 - SURVEY: C.I.: , I - - III - P-L, PLC NA 12 . - I DRAM BY: JOB NO.: I P-L, PLC DATE: ISCALE: SHOWN 08/16/05 1 SHEET: 13/13 - 1. The property delineated on this plan is located at the intersection of Warrior Drive and Tasker Road in the County of Frederick, Virginia. The site is currently vacant. The developer/owner of the property proposes to construct a Retail Center on a 3.2464 acre parcel. The primary site entrance will be from Warrior Drive. 2. Property Owner : Ervin Developement 1830 Plaza Drive Winchester, Virginia 22601 3. Developer: Ervin Development 1830 Plaza Drive Winchester, VA 22601 Contact: Mr. Dave Ervin Telephone: (540) 722-9799 4. Engineer/Landscape Architect: Contact: Mr. Tim Painter PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 5. Topographic information shown on these plans was provided by Painter —Lewis, P.L.C. Boundary information was taken from existing records. 6. Site Data: Parcel Area: 3.2464 Acres P.I.N: 75—A-105 Zoning: B-2 Magisterial District: Opequon Existing Use: Vacant Proposed Use: Retail Front Yard Setback (R.O.W.): Required— 50' Provided— 116.28' Rear Yard Setback: Required— 0' Provided— 40' Side Yard Setback: Required— 0' Provided— 31'f Maximum Building Height: Allowed— 35' Proposed— 35' Max. F.A.R. Allowed— 1.0 Provided— 0.1733 Total Building Floor Area= 24,507.56 sf Openspace- Required- 15% (0.487 acres) Provided— 15.66% (0.5084 acres) Impervious Area: Allowed— 85% Proposed— 84.34% (2.738 acres) Total Building Footprint Area= 24,508 sf Total Asphalt Pvmt. Area = 83,816 sf Total Concrete Pvmt. Area = 10,945 sf Total=119,269 sf 7. Parking Space Requirements: Property Line Setback: Required— 5' Provided— 8.69' Parking Spaces: Required—(1) space per 200sf of retail space retail area: 24,508sf/200=122.54 spaces Required— 123 spaces Provided— 128 spaces including (5) Handicap spaces Loading Space: Required— (1) space for 30,000sf-100,000sf of floor area Provided— (2) 8. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC romps off site shall be constructed per VDOT standards. 9. Landscaping, Buffers, and Screening: See Sheet 12. 10. Lighting: Parking Areas shall have pole mounted area lights. All proposed lights shall be oriented to preclude any off —site illumination. 11. Trash Receptacles: (1) Fenced Dumpster Pad Facility 12. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. Monument style sign will be provided as well. ARRI • 'IDIRIVE IR[EcTAILCF=NT[E[R WARRan 10.1.1wr,= a TA ERR AD GMD EgUGH MAGI T AnL 0I T' Cy, 1F1R11F=10Er ' ICC0UN=T=WU W H I IA 13. Storm Water Management is provided by an underground storm water detention 1 facility along the eastern and northern limits of the parking areas. Please refer to the Storm Water Management Report provided by Painter —Lewis, P.L.C. 75—A-117 14. Environmental Features: JASBO INC. Wetlands- No wetlands have been identified on this site. ZONED. RP Flood plain- According to the Flood Insurance Rate Map for Community Panel USE.- SINGLE FAMILY DETACHED CD I Number: 510063-0200 no floodplains exist on or near this site. N Sink Holes— No sink holes have been identified on this site. Steep Slopes— No steep slopes have been identified on this site. °j Woodlands— The site contains approximately 2 acres of woodlands. CD 15. All utilities connected to this site shall be placed underground. EX. POND col �It 0 I REZONING REQUEST PROFFERS RESTRICTED USES: The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning of 35.6674 acres, lying along Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2 the undersigned will restrict the use of the property by not allowing the following uses: * Automotive Dealers * Gasoline service stations (pumps at convenience stores are allowed) * Car washes * Golf driving ranges and miniature golf courses * Batting cages * Membership organizations * Civic, Social and fraternal organizations * Funeral homes & crematoriums * Drive—in theaters RESTRICTED HOURS OF OPERATION: The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning of 35.6674 acres, lying along Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2 the undersigned shall restrict hours of operation by requiring buisness to be closed from 11:00 p.m. to 6:00 a.m. r� WARRIOR DRIVE (ROUTE 719) USE. OPEN SPACE -N46°45'01" 509.61' USE. OPEN SPACE \1 TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION SHOPPING CENTER #820 TRIP ENDS BASED ON 1000 sq. ft. GROSS FLOOR AREA GROSS FLOOR AREA: 24,508 sq. ft. WEEKDAY: Ln(T)=0.65Ln(X)+5.83 Ln (T) =0.65 Ln (24.508) +5.83 Ln(T)=7.909 T=2,723 WEEKDAY A.M. PEAK HOUR OF GENERATOR: Ln(T) 0.60Ln(X)+2.29 Ln (T)=0.60Ln(24.508)+2.29 Ln(T)=4.209 T=67 50% TURNING MOVEMENT: 34 VPD WEEKDAY P.M. PEAK HOUR OF GENERATOR: Ln(T)=0.66Ln(X)+3.40 Ln(T)=0.66Ln (24.508)+3.40 Ln (T) =5.511 T=247 `-75-A-105 FRED L. GLAIZE, JASBD INC. ET AL ZONED: B2 USE. VACANT SATURDAY: Ln(T)=0.63Ln(X)+6.23 Ln (T)=0.63Ln (24.508)+6.23 Ln(T)=8.245 T=3,810 SATURDAY PEAK HOUR OF GENERATOR: Ln(T)=0.65Ln(X)+3.77 Ln(T)=0.65Ln(24.508)+3.77 Ln(T)=5.849 T=347 50% TURNING MOVEMENTS: r•N 75-A-105 THE RYLAND GROUP INST. 1040015392 ZONED: RP USE. SINGLE FAMILY DETACHED 1 10 INC. & FRED L. GLAIZE ZONED. B2 SE. VACANT 3433 ACRES v 174 VPD 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. ,T ii OF v a No 18260 VO ssIONAL � 0 ABBREVIATIONS 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 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., 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: WARRIOR DRIVE RETAIL CENTER SHEET 1 /13: COVER SHEET 8 SHEET 2/13: GENERAL CONSTRUCTION NOTES AND SHEET 3/13: EROSION & SEDIMENT CONTROL NARRATIVE SITE LAYOUT PLAN SHEET 4/13: STIE EROSION AND SEDIMENT CONTROL PLAN SHEET 5/13: SITE GRADING PLAN .� SHEET 6/13: SITE LANDSCAPE PLAN AND DETAILS 10- c) SHEET 7/13: SITE STORM SEWER PLAN AND PROFILES 4� r SHEET 8/13: SITE STORM SEWER PLAN AND PROFILES SHEET 9/13: WATER MAIN PLAN AND PROFILE SHEET 10/13: WATER MAIN PLAN AND PROFILE AND DETAILS v SHEET 11/13: SANITARY SEWER PLAN AND PROFILE SHEET 12/13: EROSION & SEDIMENT CONTROL AND MISCELLANEOUS CONSTRUCTION DETAILS SHEET 13/13: CONSTRUCTION DETAILS ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO 2 YEARS FROM DATE OF FCSA APPROVAL �LlZ� Lf^Ll ®(11] [01-0-HWE ID if ll L� 11 Li-�1111�, (! tl U ARI R DRIVE & TASKER ROAD PEQU N MAGISTERIAL DISTRICT FRED RICK COUNTY, VIR INIA PAINTERmLEWIS, P.L.C. - - 116 South Stewart Street Winchester, Virginia 22601 — = Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com CO NSUL'I"ING JOB NO.: 0502007 SHEET: ENGINEERS August 16, 2005 1 / 13 Latest Revision Date: September 12, 2006 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification 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 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. . 7. 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. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of Painter -Lewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 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. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on --site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be 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. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, 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 group (B) business of the International Building Code, 2000 edition. 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the buildings shall 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 International Building Code, 2000 edition. i requires that the structural plans 5. Chapter 17 of the International Building Code, 2000 edition qu es t p and any special inspection (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. 7. Burning shall not be allowed due to the site's proximity to the Winchester regional airports flight pattern and runway. 8. During construction of this project all cranes shall have an aviation obstruction flag (4'x4', white and orange 1'xl' checkered pattern) and/or aviation red obstruction Light visible during operations and must be lowered at night unless lit. CONSTRUCTION NOTES November, 2005 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from the date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters though 2" in size. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade 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-woy 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. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. EROSION AND SEDIMENT CONTROL GENERAL NOTES d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: 1. All erosion and sediment control measures shall be installed prior to any land disturbing activity. All a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. b} An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. 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 edge of pavement of Warrior Drive. d) For all 1 1 /2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all will install the meter. denuded areas within seven (7) days after the end of construction. e) The Authority will install all sewer laterals. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). control measures. All measures shall be inspected daily and after each significant rainfall by the site The assembly must meet ASSE standard No. 1015 or 1013. superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of 11. All fire lines shall have backflow prevention assembly (detector double check valve of RPZ, as required). work that day. The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall 5. Upon completion of construction, all permanent erosion and sediment control measures shall be also have a fire service meter. This assembly shall be installed immediately before the backflow prevention installed. After stabilization, the temporary erosion and sediment control devices shall be removed as unit. Radio read remotes are required. approved by the local inspection authority. All vegetative cover shall be checked regularly and any 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and 9 9 9 damaged areas shall be repaired, fertilized, replanted, and mulched as necessary. Vegetative cover shall be applied to all denuded areas and shall conform to the following specification: backflow prevention devices, and approve the designs and materials. Seedbed Preparation: A. Scarify the top 1"-2" of topsoil after final grades have been achieved. B. Add 3 tons per acre of pulverized agricultural lime (140 lb/1000 sf). STORM SEWER NOTES: Seed Type: Rate: Mixture: Reliant Hard Fescue 130 Ib/Ac. 65% 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. Kentucky Bluegrass 40 lb/Ac. 20% If 18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as Perennial Rye grass 30 lb/Ac. 15% indicated on the plans or as directed by the FCSA. See specifications from supplier for complete information. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping SEDIMENT AND EROSION CONTROL NARRATIVE shall be as designated on the construction documents to the slopes as indicated on the plans. 1. Project Description: Preparation for the construction of the proposed project will include the rough grading of approximately 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS-1 3.25 acres of land. Grading operations will generate fill and cut material which will be utilized on -site. Typ.) shall be installed in all structures to facilitate flow through the system. 2. Existing Site Conditions: The site is approximately 3.2464 acres of vacant land. The site is partially wooded with open field areas Virginia Department of Transportation along the public rights -of -way. A high point exits in the center of the site and the ground slopes away Staunton District in all directions. Rev. May 1, 2004 3. Adjacent Areas: The site is bordered to the southeast by vacant, residential land, currently being developed. On the VDOT General Notes northwest side is the Warrior Drive right-of-way. The eastern property line is adjacent to developing single family homes. The eastern property line is adjacent to vacant, commercial land. V1. All work on this project shall conform to the latest editions of the Virginia Department of 4. Soils: Transportation VDOT Road and Bridge Specifications, Standards and Permit Special Provisions, The Virginia p (VDOT) g. p p g The soils on the site are in the Weikert-Berkes-Blairton association. The USGS Soils map shows the Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In predominant soil type on the site is Weikert-Berks-Blairton silt loom (41C). the soil is gently sloping, poorly to well drained, and formed from weathered shale. the event of conflict between any of these standards, specifications, permit special provisions or plans, the most stringent shall govern. 1 7, 7777--77 7 \ I 1 77 77 X 77-_- 77 , r � - . V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flagmen must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various county agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right of way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. The use of steel plates in the roadway will not be allowed from November 1 to April 1. 9. Intended hours and dates of operation shall be coordinated with the Winchester regional airport V12. All open cuts are to be either temporarily (cold mix) or permanently patched within 24 hours. operations supervisor no less than twenty four hours prior to start. V13. In accordance with road and bridge specifications, VDOT requires an individual certified by the Department of Conservation and Recreation, holding a land disturbers certification to be responsible and in charge for land disturbing activity, on the work site at all times. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. 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 underdrains 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. SOILS MAP 5. Critical Areas: The perimeter areas of the site contain critical conditions which offer opportunity for the off -site transport of sediment. Special care must be taken to prevent sediment from reaching the intermittent stream along the eastern portion of the site. 6. Off -site Areas: (Warrior Drive) 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. 7. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of Warrior Drive. b, No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by n the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The existing on -site storm water conveyance channel shall be maintained to properly drain this site during the fill process. This channel shall be maintained at all times. No silt deposition of clogging of these channels shall be permitted. g. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 8. Construction Sequencing: a. Install temporary construction entrance, demolish existing buildings, and clear and grub site. b. Install silt Fence, the diversion dikes, and silt trap, as shown on these plans. c. Strip the topsoil to its Full depth, stockpile on -site For Finish grading and per Form the rough grading, as indico ted. The existing drainage channel shall remain in place and be protected From soil deposition until the proposed storm sewer is constructed. d. Construct the proposed retail building. e. Install the storm sewer systems and inlet and outlet protection systems, as noted Upon completion, the drainage shall be controlled by this system and the drainage channel shall be properly Filled to complete the rough grading opera tion. F Install all service utilities. g. Perf'orm Finished grading. h. Install the pavement structures as noted on plans. i, Apply permanent seeding on all disturbed areas and the site landscaping. j, Remove all temporary erosion controls cater site is Fully stabilized . 9, Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The rock check dams, inlet and outlet protection devices, and the silt fencing :shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good strand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. Erosion and Sediment Control Measures 3.02 A 25' W x 701 temporary stone construction entrance will be constructed along the proposed access road to the construction area. 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 ev6sting stone as conditions demand and repair and/or cleaning 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 in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of the topsoil stockpile. 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 or block and gravel drop inlet sediment filter will be installed around each of the proposed storm water drop inlets immediately after installation. The structure shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its 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 removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.08 Silt fence protection will be installed at the upstream end of the existing culvert. The silt fence shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged areas shall be repaired. 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 barriers are no longer needed shall be dressed to conform with the existing grade and stabilized. 3.13 One temporary sediment trap will be installed as the outlet control structure for the temporary diversion dikes. The trap will be constructed in accordance with the typical details and dimensions given on the plans. The trap will be constructed with on site materials and will be seeded with the temporary seeding mix immediately after installation. The trap shall be inspected after each rain storm and repairs as necessary. 3.20 Rock check dams shall be installed on the upstream side of each storm water detention facility. These dams will serve to trap sediment and will be permanent. The dams shall be constructed entirely of Class I rip rap. Sediment shall be removed from behind `the check dams when it has accumulated to one half the original height of the dam. Each dam shall be checked for ,sediment accumulation and functionality after each storm event and repairs made as required. 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". Topsoil shall not be placed while in a frozen or wet condition. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is February through August 2005. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept. 1 - Feb. 15: Annual Regross 50 lb/lac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug. 31: German Millet 50 Ib/ac 98 85 or Feb. 16 - Apr. 30: Annual ryegross 75 lb/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 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 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 ib.ac 97 85 Red clover 8 lb/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/oc 98 85 May 1 - Aug. 31: German Millet 12 Ib/ac 98 85 or Feb. 16 - Apr. 30: Annual ryegross 12 Ib/oc 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/oc 10-10-10 1. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized, 2. The contractor shall perform over lot grading to provide positive drainage and preclude ponding of water. All off -site grading and construction shall be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 3 horizontal to 1 vertical unless otherwise approved by the engineer and the county. SEQUENCE OF CONSTRUCTION t ion entrance. s construction 1. Establish the cons t 2. Install silt fence along downstream perimeter of work areas. 3. Clear and grub the work area. 4. Strip, stockpile and stabilize topsoil. 5. Install the RCP storm sewer along Warrior Drive to provide proper drainage to the existing drainage channel downstream. The storm sewer system must be completed, including backfill, final grading, seeding, and jute mesh. Schedule the pipe installation so that all associated work can be completed in a timely manner. The county inspector may call for additional erosion control measures other than those shown on these plans. 6. Perform rough grading of the construction area and finish grade all out slopes where interference with unfinished construction is not anticipated. Establish vegetation on out slopes which have 3:1 slopes (or steeper) using jute mesh. 7. Install utilities. 8. Install storm sewer and rip rap. 9. Perform final grading of ,,site. Apply remaining jute mesh on out slopes and seeding and mulch. 10. Remove temporary controls after work areas have been stabilized. m m � m IUI I V) W U U Z � � w O U Z a. ft� Z O(10 W_ Cl) Q V �` Z uj Q 0 0 uJ to , \��� N N MEMO LLJ 0 • II.- (1) t 5 0J t, 9 • •' !` � W _J UJI •: (.5 9" a r J 0 E .� w '- N M (7) 0)c0� 0�LOij vi � V) N N I N .a co C° a co v 0 0 W J 0 c+n > C) 0 0 � n �v� ® I- c°n � 4 1= o co c 2 0 'v P � Z W Q 00 Z I- W �w Z0 0Z l SURVEY: C.I.: P-L, PLC N/A DRAWN BY: JOB NO.: P-L, PLC 0502007 SCALE: DATE: NA 08/16/05 SHEET: 2/ 13 F:Vnm\DRAWINGS\SITE(01-28-06)\Enrin•Development\Warrfor RetaAWanior&TasRer�leplan.dvig 200.00' Nil N1 I 1E Z O 150.00' g 0 Q g t= RAISE EX. Dt-1� NOTE: VDOT LANE MARKINGS U ALL PAVEMENT MARKINGS SHALL p �u Z Q V N co Uj TOP TO 726.10 BE TYPE B, CLASS 1, AND FORM II THERMOPLASTIC PAVEMENT N Z V W PROP. 4 SOLID PROP. 4 -2 SOLID � � W Y � U CONCRETE WHITE LINE MARKING MATERIAL. _ _ e WL•ItTE JJNE_yith 4' _ Q IT, Q slow wAaw-II----- --- THE TOP FOR A PROP. 150 I I PROP. 200'-12' TAPER p 14'-1 " CUP ®1.667°G N TRANSITION TURNING LANE R Ex. 133 5 FROM THE EOP. �o co 0 0 Lo �T2� x. Dl-1 Storm lnlef SPROP. 4'HOULDER \ Q PROP. 12 x6 " oP= N Ex In EX. SAM. MH 10'R CONCRETE 15 A RCP In=722.28 N \ p ❑ MH � � / 22.10 >�0 In6719.69 �• \ 6'R FLUME. � (I 1510 RCP Ou#1510 RCP 7722.03 ------_ __.���-------. A -' PYAP15"0Out=719.64 \ -----------------------------------------------� _�-------------------- \ � I NOTE: WARRIOR DRIVE WIDENING 'n 'a' '� N ^ O MM SIM LW 40 WH \ DURING THE WIDENING OF WARRIOR \ o (I o DRIVE, TYPICAL TRAFFIC CONTROL WILL NOTE: VDOT LANE MARKINGS ALL PAVEMENT MARKINGS SHAH, TRAFFIC COUNT 19,000 AADT \ u�il I ® BE AS SHOWN IN THE VIRGINIA WORK AREA PROTECTION MANUAL (MAY 2005), BE TYPE B, CLASS 1, 1.21 MI. TO S.R. 277 w FIGURE TTC-4.0, STATIONARY OPERATION SOLID THERMOPLASTIC PAVEMENT PROP. 4" SOLID 0.13 MI. TO S.R. 642 \ (I ON SHOULDER. Nith 4' MARKING MATERIAL. WHITE LINE 825'+ SIGHT DISTANCES 736' t \ - - - - -- - - - - '- -- - - - .� - �� REMOVE & RELOCATE j T � / � � I I .� EX. GUARDRAIL PROP. 100' TAPER 4''**_1/ \ ' Z PROP. 100 -14I 14 TURNING LANE �-7_ TURNING LANE _ _ ,,. PROP. � PROP. B5 .__ PR. CG-7 �____. .._� _.._. _ PR. CG-7 w -.---- 6' SHOULDER ^� pRD ----•• - -t 10.00 p - RE�pCPBE VDOS V,6a o nQ a n_ PROP. 149.95 -15 0 RCP N � a a PROP. HC a Ez ln.v.= 1 ' S PROP.• 1.0 BIKE PATH - a 0.00 PROP. HC a a CL. III ® 0.97% Slope PROP. a a PROP: • 10 . BIKE PATH 1 Q 00, o .2 pN �- cii . o a a PROP. a a ®.0.8 .► PR..' , . • .'.' • 1CA ---- - o c RAMP o a NOC NDC a a a RAMP a Z21.52' 45 W GR EC�F D _ -sirs .Y.r� ' _ - �. LIGHT:..; _. .�. .�. ,�; - - - - - �- - ---� - `� ` Mb . • O STOP SI P. 2.79 -1 0 UGE - UGE GHT 0 •0� EXT ��--TQ.00 ttj �� Slope 0.0�---- }' 40'R ` 24" S P BAR _ - - - - -- ( PROP. -_ PROP. 168'-24"0 RCP, 40' " 0 20.00' CL. Ilf 00.30% Slope v'- LIGHT P P. CG-11 ENTRAN E cn PRO 150 36 0 RCP, PROP. T2 0 12 (b RCP, - - - PROP. 0 4 \ C CL. I 0. 3% SI e c DRAINAGI Nil; E ESMT. v o 1 o ED SIGN o ® .� N CL. 1 ®0. 3% Slope P o C;' w 9.00' .:. o 4 PR. 0 �. t ri (YP) 1 " 'R ROP. 10 TRANSITION LIGHT 5'R + a0 i PRO 25 4 -15 RCP UG -2 - 0 CP' "s :A)PROP. ES-1 c R. 1 156. ,o\ INV. OUT-72 .00 50' BRL CL. III 1.18% SI pe LIGHT PROP CIL.111 ®0.70% Stop 'oA '�sr�\� 13`R w N PROP. PARKING PR P. 54.00 -21 "� R P, N 6�\�` �O N EX. F N ►- �---- - E C III ® 0 50% Slop o - s - - - - -' (T.B.R.) B PRO . - =12' c - o q' O a o \ o B11( 726.0 0 h `O URB ' Q•18's5 RUNS 150'-36"0 PERFORATED UR Q I �, `, " / v , TRANSI ON4,5' ,Q \sue\� PVC, ® 0.33% Slope T V ITI co 12 INV. IN= 20.60 a 21" INV. IN=720.60 y 9.00, >R ____. 1O'R U R 40 R _ <? � 6'R 40'R 2' 6 ' o, (typ a o PROP. FFi 8 _TRAM ITI R ��, } X. 0 Q 24 INV. OUT 720.50 a „�� t 3' �, �, r ASSY. #3 _ co } o EES Z - a m 1 RCP, j o ❑ �" o w w { 'f' �,, I 9.00 `� \ ® °� B PROP- MH-1 13 4 �• ope o R P. HC o - Q `r' i (YP-) :� 5' ALK A PROP. HC PROPOSED WATER LINE TOP 725.10 ROP o RAP n- 3 a 119400, r �� tll I- PR. C -6 - PIPE SHALL BE EXTENDED W 36" INV. IN= 20.70 F �o- J Y a� .---1s.00'--� r PR. GE BEYOND PROP. EOP. 36" INV. IN= 20.70 ! sep 6.00' �y ,�LIGHT 6.0o b b o ti° _..� 12" INV. OUT 720.70 I `�-------r� �' PROP. _ PROP': PROP._. w PROP. I-.. PROP.' o w o PROP. 60 LF BLOW -OFF VALVE SY. 54.8 c� " " 0. 8 STOP SIGN RAMP 189.68 Q STOP SIG P. TEMP. 2"4� MP. PROP. MH-1 I RESTf2 ED 8"XS X6 PROP. 8" WATER MAIN "A" ROP. 8' ? PROP. 30 �O� LINE TVv OF WATER P AP B EE 2 O - 45 BED _ _, .. -- _ _ _. _ ._ ,... _ . - TOP - 726. 0 Z / o S� r �'� _ PROP. 74.00'-15"0 RCP, PVC, SDR 21 PIPE _ F`1 0 S� o r _ _ W 15 INV. IN- 22.60 - o - - CL. III (� 1.35% Sloe - P MH- - - �= 0 41 414 7 2 S F P PROP. INTER -PARCEL ACCESS (T o o PROP• INTER -PARCEL AGCES 0 36" INV. OU =720. v E •._.._ O PROP. 209.16 -15 PVC - .._..._�____. �'. __�__ _._ q...__.�._ � _ TOP _ __. �`' 726 _ �" � 3.2464 ACRES iNv. OUT 716 50 4 CROSS WALK " " SDR-35 ®0.91% Slope Q %5stl RAINED RAMP HC RAMP HC PROP. 8"XS X8 TEE o PROP. DI-3E, L 10 00 : " ' 273.20 _ Y B3 (3) 8" GV &BOXES TOP 727. t - -_ _ " d �c v Ch CURB �• V I / u v <�°° PROP. 5' WALKWAY 6.00' 6. °o , .p -STOP SIGN ( j 0 MIX 15 INV. OU - 21.40 rn I 8,28' b PROP. CONC. R/ALK�IAY I �o o °° LIGHT N 9 ° - _ - PR. _ D1 n" CONTINUATION OFOR 0 W PROP. DI- L=10' - 50.00' PR• 54 0 19 00' O PR LIGHT MAIN w LIL W 64 TOP . 727. o LIGHT o + o N �9 0o HC CURB Q PROP. SI © o P _ - 9.00' ``o o m\ 9c TRANSITION f p <E 15 INV. IN = 1.40 a r ONE W } } t o FF �" �' 21 " INV. OUT 1.40 0, y z DO NO C S' . oge (YP) Cn 2OCo9 R . j ENTER PROP. D. a 9 �� EX. 40 R lobb LANDSCAPE S,QGc S ELT S �T g ) S N P. DI-3 L= ' W l �� P AREA o 'L`'' --� F -�� \ 1 ; ■ TO - 726. ,0 N LANDS APEoo �"'°' `� PROP. HC ROP. 8' M ® \ P. 8' ! o AR o �. RAMPS CROSS WALK iv co n� CR WAL" ■ 5" I V. OUT=721.5 N o 13 00' -- `� - - - -- - - PROP. PARKI o ^ AN. MH E 15 INV. S%S't P a .� y' q LE t - cn o oP N N . N \ 15"0 In=715. 1 PROP. DI 3 L-12 p,) o c� ti. 8-- 5 -8 - 8 8 s 8- E B - 68.00 15'0 OUT 16 m I `=� Q ) . o°a „ 9.00' + tNV=�'20.2� ROP. �ONC: WALKWAY 2S, ! �c cn w n s, G 5 1 I C.O. P28 °° U31N3ION Cl 15 INV. = 23.00 b ❑ °o° . td PR e° '�' N N X. POND o n �X 21.21 o v --- 24 oo © o - 60.00' RAM PROP. SIGN �-' = o a3 PROP. MH-1 AREA ! oI'll -- PROP. ROP. HC o " o cn PROP.' M 2' ONE WAY C TOP = 727. �' ! 4 � CANOP -PR G-6 MP o d 107 90' h' °f PRO : STOPS ENTERS_ ENE GRESS � +' `- o a - ABOVE d ^' yNDSCAP EASEMENT 24" INV. IN- °�1. 0 b -PRo . PROP �. o v o •- 36" INV. OU = 21 . 6.71' ' ANOPY. n o p AREA 31 1 , v LANDSC E PROP. CONG.: NfALKWAY 8:5°0 v m _ ABOVE 72 12 PROP. DI-38, L I, ;r, 30.00' to s_r C 0 TOP = 727. 0 G 25 18' ( 115.00 260.00' W cn o O S v ?>- PROP. HC- o v \ t° E 15 INV. IN 72 .2 ,� � s t w 21 " INV. IN 70 o RAMPS PROP. �To Ft. A r RETAIL CENTER a sF Fq 24" INV. 722.40 oo o t 507 56 Sq ft. (Footprint) PRO - L=10' t j RESTRAINED ®ty Area. 24, - N , . H{ u a j T - 72$. 0 45' BEND',, �•`°oo. Sao ¢�� IlG17T.. 35 MaX. o I m 60 R aJ O :J o �•9 0 1 � � 1 INV. OU=724.20 � FF=729.66(+/-� P _ _ , so p� 4 PARKING REQUIRED: 123 Spaces Z PRO DI 3 L-10 0'0 N Q p PROP.2.75 R \ E TOP = 727. 0 � q / t`� ROP. 2" PARKING PROPOSED: 128 Spaces LANDSCAPE _ `7 +CD 15„ INV. IN 723.50 v 'A x WATER C gREp o roQ ,_..____-_ \_.__.}f PROP. 20' 21„ INV. IN=723.10I --t \�p . �' yS 340.71' Syr sf1 PROP. FH v -PROP. LINE 21 INV. OU=723.00 t. 2 » » I.` » �`' ° ASSY. #1 ESMT / S.�O C, PROP. �4.5 WALKWAY 5.00; m v 5.00' Q PROP. DI-3B L=12' TEE 2.67 R tr o<! v . ,/ ROP. 5' STONE /. RU TOP = 727. 0 ���, �, PROP. 2 _ �_.w._________ NOFF OE1 _38.81. r ATER MET _._.___ LOADING ZONE _ .. _---•---.-__-_ _ ._ _-___....__ ___ ..____ ____.__._. _ �_. _._. _.. LO ING ZONE / LA E AREA 15 INV. OUT=723.80 b ° =N N N _ o PRO ASS' 25 ACTIVE BUFFER i CONCR -pr PROP. DI 3 -1 - •, - - - - TOP - 728. 0 PROP. FHWAIER LINEN o " PROP. 8" WATER MAIN "A" o N PROP. F - P D ASSY. #2 PRO Ln ESMT cn ESMT f 8"X8"X6"� DUMPST 18" INV. IN=724.00 SOR REST D o PVC, SDR-21 PIPE o 0 " OU=723.80 I- 20.00' ' / -PROP. 20' r 379.14' SEE SHEET 9 FOR PROP. DI-3C L=12 WATER NE 1 - `ti'oo -- e0 TOP = 72$. 0 74 25 INACTIVE BUFFER _ .r _` 1� G " _ CONTINUA I N OF 18 V. OUT=724.60 PROP. BOAR on O ROP. 8 x8 x8 TEE BOARD FENCE o PROP. BOARD on » » » \ \ BOARD FENCE \• (2) 8" G.V. &BOXES F,E' - O 50' Common Shared Buffer & Screening Easement \ Instr.#040015392 PROP. 10' CONNECTION BACK TO �G �G WATER MAIN - EASEMENT 150.00" r 20 0 20 60 Scale 1 " = 20 ft 0U) z J w �w affZ 0 Q W TH OF v j Gs r U PAMIER %P' 18260 �0�0�4 t' �Z�ac. �•�W� `rsrONAL SURVEY: G.E.: PL-PLC. NA DRAWN BY JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1"=20.0' 08/16/05 SHEET: 3/ 1 3 EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION 0000°00000000000000 °o°o°o°o°ono°ono°op ENTRANCE 3.05 SILT FENCE 3.07 INLET PROTECTION -r✓ F` 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.20 ROCK CHECK DAMS 3.30 TOPSOILING ro ---- 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING 1 x / N Ut / D y C) C�C �1 03 C C C l 1p 1 1 • z � O II ll000l IP \ ry \ N (c�l I I -----�----ram �►,—AVM MR ----------------------------- =---------------------------------- . _ .-11- - - .:._ POSTED SPEED LUt 40 MPH / N ., o I I U- .. ,on 28 \ goo oss F \ �/ —— a c Z' no q D \ •__ � W— N 2 t- f; q eg 31N3 lON a "'— a N 'n 3 INGRESS EGRESS LU a' ,fin 4a EASEMENT J j v u D � D 000° •4 ono �7_.:.- --'^--.. �_ q \ � O 4�-- r L CENTER I \ F \ w PROP. RETAI \ Area: 24,507.56 Sq. Ft. (Footprint) \ �Noo ,\ Q S F PARKING REQUIRED: 123 SpacesIII D b' z PARKING PROPOSED: 128 Spaces - ; W F __� — P 0 20' Z TER LIN p Z 1> q q b -- q - p *'.! per' . P _ I all LOADING ZONE - LOA ING ZONE / \ �Z,TH OF G FI E E 25 ACTIVE BUFFER ` \ .� ��►� t��f — — — — — — — — X ESN ESMT PANM a 18260 ROP. 20' %30 ATER LINE — 7 M --}- TO -- -�"""'�o�f3�/�Z -- \ ESMT -"- 3 25' INACTIVE BUFFER Cs SSrONAI, PROP. 10' 22 SURVEY: C.I. / ! GRADING PL-PLC. 2' EASEMENT ' DRAWN BY: JOB NO.: O DID / PL-PLC. 0502007 \ �'� --,� `j jSCALE: DATE- ����` ` 50 Common Shored Buffer & Screening Easement �/ / / �/ % �� 1"=20.0' 08/16/05 \ / Instr.#040015392 / / ! ��' SHEET: 4/13 LANDSCAPE REQUIREMENTS Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 83,816 sq. ft./2,000= 41.91=> 42 trees Provided Trees: 43 trees Required Headlight Screening: 3' high between Rights -of -ways and adjacent properties and parking areas Provided Headlight Screening: 3' high evergreen shrubs along Warrior Drive, along adjacent properties. Interior Areas: 5% Interior Greenspace Greenspace Required: 83,816 sq. ft. (x) 0.05= 4,191 sq. ft. Greenspace Provided: 5,358 sq. ft. (or) 6.39% (1) Tree Per 10 Parking Spaces Trees Required: 128 spaces/10= 12.8=> 13 trees Trees Provided: 13 trees Zoning District Buffer: A category "B" buffer is required against adjacent RP zoned property to the South -East and South-West. Required Buffer: 25' inactive buffer 25' active buffer Full Screen (3 plants per 10 linear feet of buffer with a min. 4 deciduous plants) Provided Buffer. 25' common inactive buffer is located on the adjacent RP zoned property. 25' common active buffer is located on the Retail Center property along the eastern boundary line, adjacent to the RP zoned property along with a 6' board on board screening fence located 1' inside the property boundary. A common Full Screen is proposed along 787.11' of the 25' inactive buffer on the adjacent RP zoned property. 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 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 plants. 11. Plant substitutions are permitted with consent from the Landscape Architect and as permitted in writing by 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 Pion. 15. All landscaping that shall be done in association with this project shall conform with section 165-368 of the Frederick County Zoning Ordinance. 16. Any plant substitutions must be approved by the Landscape Architect and by the Frederick County Planning Department. Foundation LAndamoina KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CB 6 Buxus sempervirens Common Box 36" height see plans JF 12 Chomaecyporis pisifera Japanese Falsecypress 36" height see plans CJ 1 12 Juniperus chinensis Chinensis Juniper 36" height see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING PARKING LOT LANSCAPING PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS 13 Acer rubrum Red Maple 2 1/2" cal, see plans 22 Betula nigra River Birch 2 1/2" cal. see plans IZE 98 Ilex comuto 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. 18 Thuja occidentalis Eastern Arborvitae 4' height see plans 21 Zelkova sinica Chinese Zelkovo 2 1/2" cal. see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING 7ANING rW11 T AUFM PLANT LIST KEY CITY. I BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS TC 60 Taxas cuspidate Japanese Yew 4' min. see plans TO 98 Thu'a occidentalis Eastern Arborvitae 4' height see plans VD 78 Viburnum dentatum Arrowwood Viburnum 4' height see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: ALL PLANTS CONFORM TO THE FREDERICK COUNTY ZONING ORDINANCE APPROVED LIST. 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 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 NOTE: PLANT SPACING VARIES - PRUNE ALL BROKEN, DIS WEAK BRANCHES. ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIS TO REQUIRED DEPTH ANI W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE AL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION _ O — ` \ ex 13z1+•-a5�raP 01.6679 1 iYARRIOR IJIfIYE-RdIlTE 718 TRAFFIC COUNT 19,000 AADT 191 w rn c n 977 0 0 N 15.0 RW 1n-72228 15i0 Rep tn-722,to �^ — (( 15 0 RCP Outs72203 pi(fi 2x4 TOP RAIL 1x6 BOARD,-� FRONT & BACK TOE NAIL EA. 1x6 W/2-8d(EA. RAIL) 2x4 MID RAIL — I 5'-9" 8'-4x4 POST O 8' CC 2x4 BOT. RAIL ATTACH RAILS TO POS W/3-10d(EA. RAIL) 12" DIA. POST HOLE, FILL W/CONC. NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. BOARD FENCE DETAIL FOR BUFFER NOT TO SCALE �A �, '/ Scale I- _ .5U R LNIv{�1m O V) o w OO 9 ti LLJ O �i LOWZ W Q. '� � Z Ui :ZO U V Q5 Q J Q \ N 44, a W a a U N 0 W C N Q W 0 Z W Q Z_ U W 0 Y� J �i �Z �rw a- Z >W WW`Q R� � pY C3 4W w Q WW ■ 6 J a E ,-� O G7 CD N r7 O 0) 0 U C6 I I W C N cD CND v v_ (0 cD W3 c O O J U) .rn=LO i ° C N U ° E 0 VI _ . W - 0 U U a E Z � w 1Z,TH OF Yf v PANM NO. K260 SURVEY: PL-PLC. O C.I.. 2' DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1 "=40.0' 08/16/05 SHEET: A / 13 STORM SEWER PROFILE A -EX. STORM SEWER IN WARRIOR DRIVE STORM SEWER PLAN 132-F yS} r 1 , „ N 1 50 0 50 150 Scale 1 " = 50 ft SCALES: (H) 1" =50.0 7 . 6 . , ��s»crs.. rye■r�ir�rrrr�s�a■rir�■iruais��������u_fir■r�.aE�1.���r��o�es�■:rr:Ra■:n■■■■■u �a■■ �.asri■■fie■■�■orls■>.■uaarru ri,• s sewds on •.•. SOODdS :min, SNINHYd (jujidlool)+ O. i e ' ► �. STORM SEWER PROFILE A --EX. STORM SEWER IN WARRIOR DRIVE SCALES: (H) 1" =50:0' (V) 1" = 5.0' __ B 4 5 EX OA- _ 735 ' __ _ ___ _ - 735 730-- _ _ _ __ - XTdNsION 12 9 -15"0 CMP 730 L. it CAD 0.87 % Slope _ r _ 725 '` -_ _. 725 720 RCP, 720 PROP. 250.12'-21 " _ PROP 168.00'-24"0 RCP CL. ili 0 0.32% Sl pe �- CL. III @ 0.30% SLOPE PROP. CONC. 715 715 X. 1 "0 SANDS _ 710 710 LO O p O N ______ - -------------------_jL __ OIFT Co w(0 � I O Ile~ I �`n Qa00� ry O -- O� r `-N I vNNN -- C r` it a a. r` II D- o Q r, p, 11 --- OO -- O II Z Z Z N. II z r- d I Z z d .11 Z z z O N a z c6 (6 00 o �" Cam' �" �' •-. !� �.' �+.. l_ .- f- 10+00 11 +00 12+00 13+00 14+00 15+00 (a) PROP. ES-1 INV. OUT=720.00 PROP. DI-38, L=12' I(DTOP = 726.00 12" INV. IN-720.60 21" INV. IN=720.60 24" INV. OUT=720.50 B� PROP. MH-1 TOP = 725.10 36" INV. IN=720.70 36" INV. IN=720.70 12" INV. OUT=720.70 Q2 PROP. MH-1 TOP = 726.10 15" INV. IN=722.60 36" INV. OUT=720.80 63 PROP. DI-36, L=10' TOP = 727.50 15" INV. OUT=721.40 PROP. DI-3C, L=10' CJ TOP = 727.50 15" INV. IN=721.40 21" INV. OUT=721.40 B5 PROP. DI-3C, L=8' TOP = 726.20 15" INV. OUT=721.55 EX. 15" INV. IN=721.55 s PROP. DI-3B, L=12' TOP = 728.00 15" INV. OUT=723.00 PROP. MH-1 C O TOP = 727.05 24 INV. IN--721.30 36" INV. OUT=721.20 DI-36, L=10' OPROP. TOP = 727.40 15" INV. IN=723.20 21" INV. IN=722.70 24" INV. OUT=722.40 PROP. DI-38,: L=10' D TOP = 728.20 15" INV. OUT=724.20 E PROP, DI-3C, L=10' TOP = 727.90 15" INV. IN=723.50 21" INV. IN=723.10 21" INV. OUT=723.00 PROP. DI-38, L=12' E1 TOP = 727.80 15" INV. OUT=723.80 PROP. DI-3B, L=12' (F) TOP = 728.00 18" INV. IN=724.00 21" INV. OUT=723.80 PROP. DI-3C, L=12' TOP = 728.20 (D18" INV. OUT=724.60 SCALES: (H) I " =50.0- lr { ��� �r+rrir /1r fl r rnrru _ terra r e ar �� ��\jai rr•• •• 1!)�t(j]jj�Illl�,ye��rter{/111��;(ll))tt T/lt/j111�11Al�ttatar�ll�lllli is ; •'' Tfltl!/1(Illllflillt6ttektt.... ................................... •• -- ��: .... F . ,... „ . ..,,..... .,........a ...... ta.•. •' •,) a a {• / f •ir».r •11�,� M UILQUum PN r.. 901 gal MI kb 1 � F / 1 •r1♦1 ViV'{I irvV '�- ♦V '�' V�VWI�' JL `l�`�,',: ,.,wF _ �• ..._ •~-�'„�. - ---� P. 133.48 =210 ---_ f O�2z. SWIPE. i 0 PROP. .00*-21 *0 RCP„ CL. ---- ---- - - ---- - •.,.,,.,.Jil 0'4.501r SLOPE -- ------ c" _/ - o __,_• %41 50 0 50 150 Scale 1 " = 50 ft STORM SEWER PROFILE 132-F ■�:�■��1,:�■ a ���� ����■_ INN oil oil MH ME oil JIM! _■I i � _� i 1 �� AL ■ ■INIM w 1 ii Ii ii I/ ii Ii N 1 121-- 1 � o v Q Q � z 0 3 U Q IW- M Q Z Z_ U W C� J_ <ZQ � tea- 4i�3Z jW W0 pY U_ O OM _w CI w Q MW w� CL 6 J a NnE ♦ A ++ .- O O I'v�.' O rQ� � U 0 LO t_n �/ N V) N 1 1 3 N N N W 3 +; 0 O O v J V'L U v @ L N O U _ V) N O C40_ C E ZW H LT Q a G PAM tp' 8260 `sSIONAL SURVEY- PL-PLC. NA DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1"=50.0' 08/16/05 SHEET: 7/13 F:\Ttm\DRAWINGS\SrM(6t-28-06)\Ervin-0evebpmeM\Warrior Ret?A\W&Mi TaskerSP'Rdik Shts.&,g STORM SEWER PROFILE B-B3 SCALES: (H) 1- =50.0' 1 50 0 50 Scale 1 " = 50 ft 150 STORM SEWER PROFILE . .• 57 i i i � �• •_� PROP � ,, II��%II���■!I II■il��ll���-''"�"'�11� II■!! II®Ii 4�1 1 ■ (I PROPERLY COMPACTED MATERIAL (PLACEPROP INSTALLATION , , -7]715 C ■� III IMII■ • ■ �. • • . .• .• w • ••� • rOINK .• 1 t1 11 STORM SEWER PLAN B2-F STORM SEWER PROFILE 132-F SCALES: (H) 1" =50.0' (V) 1* = 5.0' D1 D 735 735 PROP. 74. 0'-1 "O RC , L. III ® 1.35% 31ope 730 730 .00 725 725 PR. 8" 720 wM 720 715 715 710 710 O O Nr-N 1 Po N In. 11 �Fh~F- --._ __ }}-� C14Z__ZO a N a0 O II Z Z Z II Z F- .- N N + F- - 10+00 11 +00 STORM SEWER PROFILE F-G SCALES: (H) 1 " =50.0' (V) 1" = 5.0' F G - 735 735 PROP. 1 3.95'-18"0 RCP, CL. III @ 0.48% Slop 730 730 725 725 720 720 715 715 710 710 cc O U O N Co - O rn woo Q. D II Z z ° II Z 10+00 11+00 STORM SEWER PLAN F-G STORM SEWER PROFILE F-G SCALES: (H) 1" =50.0' (V) 1" = 5.0' E E1 735 735 P OP. .41'-15" CP, C . III cm 1.18% Slop 730 730 725 725 720 720 715 715 710 710 N U O m t'i t•6 E a. r• r` d II r � -}- H- r- N N + f _. 10+00 11 +00 OPROP. ES-1 INV. OUT=720.00 QPROP. DI-313, L=12' TOP = 726.00 12" INV. IN=720.60 21" INV. IN=720.60 24" INV. OUT=720.50 g� PROP. MH-1 TOP = 725.10 Q 36" INV. IN=720.70 05 36" INV. IN=720.70 12" INV. OUT=720.70 (1; B2 PROP. MH-1 TOP = 726.10 15" INV. IN=722.60 36" INV. OUT=720.80 (tj3) PROP. DI-313, L=10' TOP = 727.50 15" INV. OUT=721.40 PROP. DI-3C, L=10' TOP = 727.50 15" INV. IN=721.40 21" INV. OUT=721.40 Q5 PROP. DI-3C, L=8' TOP = 726.20 15" INV. OUT=721.55 EX. 15" INV. IN=721.55 s PROP. DI-3B, L=12' TOP = 728.00 15" INV. OUT=723.00 MH-1 QPROP. TOP = 72705 24" INV. IN=.721.30 36" INV. OUT=721.20 DI-313, L=10' OPROP. TOP = 727.40 15" INV. IN=723.20 21" INV. IN=722.70 24" INV. OUT=722.40 PROP. DI-313, L=10' TOP = 728.20 15" INV. OUT=724.20 PROP. DI-3C, L=10' TOP = 727.90 J F- E 15" INV. IN=723.50 ~ 21" INV. IN=723.10 21" INV. OUT=723.00 PROP. DI-3B, L=12' E� TOP = 727.80 15" INV. OUT=723.80 DI-313, L=12' OPROP. TOP = 728.00 18" INV. IN=724.00 21" INV. OUT=723.80 PROP. DI-3C, L=12' = 728.20 OTOP 18" INV. OUT=724.60 STORM SEWER PROFILE B4-B-6 ■ ,'�■■� ! I mom I /I.■PI�.� �/I�■!,!'�■ I _-..._..III ■11�r Ilr i �������� ■III malls ■� ■�i■I�■i ■�1 i■� r■�I■ ■I■� i ■�ii � � Rol ■ rirl�i'_V •i+►� � i Ii 11 Mom" V J O L_o c LOU-) rN N N I 1 3 N N o co CO a' ct� o N N U °� N=-C -Lo W c a0- U v LL. Z R a 0 � Z W �w Zz aw pmm %&A 8260 Id�0� ll A-5JJ{ 1 1ONAL SURVEY: PL-PLC. NA DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1"=50.0' 08/16/05 SHEET: 8/_1 3 F:\Tim\DRAWINGS\SRE (01.28.06)\Ervin-Devefopn)"WaMor RebA\Wanbr&Tasker%SP-Profile Sds.dwg WATER MAIN "A" PLAN SCALES: (H) 1" =50.0' mlN12111 r' f r iGc#� 'a8oU, r(� 'll t - N—.Ahm 1 I' J i r W"171 ..•8"X8"x8" TEE - ..•./ :/60XES a• � • TO ..•. ► MR-ZKQWaWi=uj IX",') Pon � t � � _ t t r%ir!��• . (JJJit • �` 11B•NI�HIb//..'/a{.nlKl• l lt,�Yt7itnriI�IiaiY�IIaJfJrJrt/rJpt�.l a, .��. � ._�._�r cr • ,,, t ,_.. }' �• - r� ®. �� g. I ....... ■. I/�/� � ,,: ... ■ i �►. N rc•r.a�. -err. ��•� a �•++••i `�. / h 11\ .a17 � ..................... ,www• uwwww rr� �'� . ,w. • � . • �, . bid! f / 1 �/% .a .a. • .. atln r � � T / aaa�s�.�sw. ew, w...�. . �+tea.• __- w , .fir; •,�� � •••: TEMP? BLOW IF r�•r l•r•��t� . %�i 29 ow , Fy • : : : a r�t����,, ■rarnrr� ■ . ^----,,�; .. ��✓.� ' ,✓ ,are �; , ;�, , ;rye,.., . 50 0 50 Scale 1 " = 50 ft 150 T 1 r, D ZES RJINED 1• ' BEND J t � f 5 u 24" select backfill 6" 1/2 O.D. __ --- 6" CONCRETE CRADLE STANDARD fill 6. 24 select (0 Q backfill Z v v¢i vei z W 6" All backfill to be compacted to 95% of ASTM D698 maximum density. s" ------' tiackfill 8V concrete CONCRETE ARCH nnncrai haekfi,ll 24" select backfill 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- WATER MAIN "A" PROFILE SCALES: (H) 1 " =50.0' 40 ru z r 740 t- LU Iw UJI 740 PROP. 8" 0 WATER MAIN Uj 735 - -� PVC, SDR— 1 PIPE U 735 730 - - •'` • -r 730 PROP. 48" 725 -- / MINIMUM 725 PROP. 15"� — STM. SEW. 720 -000 ( I = I=I I !_ 18" MIN. COVER 720 715 715 FILL _ PROPERLY COMPACTED MATERIAL (PLACE PRIOR TO - INSTALLATION OF PIPES.) z-� 710 -..___._._..__..__ _ __.__....._._ .__ .. __,_ _..___. _...___ —710 �x ._.._ __. __._____ z Z� Q _ .. �- W zin w � Z N Z Z Z .-. try w _ <C _ 00 (n O (n V-5:: Q (n V) Q I O U N = x X w in = to _ 0a a _ ___.----o. mQ __z_.-_. O __ _.__�..___.__�_ ___ _____.. _.. ______.__ _ _ _____ .__ ___�____.__ __- _ _ aI,- _ 0 af �__- _.0 0- a Cr a — n J 00 X O on -I d 00z� +m - — t() + O r- + pp W z U M �r + (0 N + + �t Mz +m r- I+ d + to M 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 " 24" select backfill V 1/2 O.D. N SEP 05 • ! O 4 � l N \-• i � I I I I �i J Q Z Z U W 0 YCk: dZ� .. 0- Z jW WO -'�>ce- U pY cr_ U r O Ow w �W 3 Lj— C.) tJ CL U jto T cv v LUCn ' O W li _0 c°n a o ul Z`d a 0. 00 Kw F-w �W Z0 ow 0"TH OFl VA aJ PAMIER 9 N 18260 o vb Z/ I G �`Ss10NAL SURVEY- C.I.: PL—PLC. NA DRAWN BY: JOB NO.: PL—PLC. 0502007 SCALE: DATE: 1 "=50.0' 08/16/05 SHEET- 9 / 13 F:\Tlm\DRAW1NGS\5M(01-28-06)\BM�De«elo m \Warrbr Ret?4\Warrior&TMker\SP-P1ofile Rft.Crg WATER MAIN "A" PROFILE SCALES: (H) 1" =50.0' WATER MAIN "B" PROFILE SCALES: (H) 1" =50.0' ',:'�� i7 _�.� � �s ., 4..•aa...0 �'? '.� `III. � ' �.. / 'o. J 1r 4. (PROP. 8 WATER MAIN A1 t ' If" %.xr / ,n R9 -� x8 E /, (2)88"G.V. ACES CONNECT N BACK TO ' WATER MAIN ,/ 50 0 50 Scale 1 " = 50 ft 150 WATER MAIN "A" PROFILE SCALES: (H) 1" =50.0' (V) 1" = 5.0' ,+ N 740 740 U. - -- UJ 735 U PROPOSED GRADE 1 735 PROP. 8"0 WATER MAIN "A" EXISTING GRADE PVC, SDR— 1 PIPE 730 730 PROP. 48" 7251 MINIMUM 725 ... �. �� I. :i.-1+�- 720 18" MIN. 720 PROP. 15 0 CC VER EX 5 STM. SEW. SAN SEW. 715 715 710 PROPERLY COMPACTED FILL MATERIAL (PLACE PRIOR TO INSTALLATION OF PIPES). 710 �- o _.-_.__ __ __ _____ � _ _ . __. _� J _ _ _ _.__ - _ _ 89 _ m - 0- W W bD N p _ W ci� CL x W W Q 1-1 O O In (n O ur— Q W P7 UJ O Z 000 J + `t` > 22+00 23+00 24+00 25+00 WATER MAIN "B" PROFILE SCALES: (H 1" =50.0' (V 1" = 5.0' 740 740 735 PROP)SED GRADE 735 PROP. 8 WATER MAItl "B" EXISTING GRADE PVC, SDR 21 PIPE 730 730 PROP. 48" MIN MUM 725 725 720 720 715 PROP. 15 0 PROPERLY COMPACTED FILL MATERIAL (PLACE PRIOR TO INSTALLATION OF PIPES. (TYP.)) 715 SAN. SEW. V Ex. 15n SAN. SEW. 710 710 _ _ < W .y W F- F- OD Lr l 00 Q r O x W c3i x Xell y Z O~t CL 04 O Z n > O W- b F- © Z � Z O + AQ Q U 0- 10+00 11 +00 12+00 Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE "NT RESTRAINED LENGTH OF PIPE (Ff) LARGE SIDE JOINT PVC DIP 6' 8' 10' 12' 6' 8' 10' 12' 6- -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10' -- -- -- 40 -- -- -- 20 REDUCER —L L- L In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTMNED LENGTH OF PIPE (R) PVC DIP 6' 1 8- 10, 12' 6' 8' 10, 12' W W 80 1 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- finished DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. On down bands, one joint faces horizontal and the other points down. On up beads, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. in addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). SEP 05 UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRNNED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. AM. 5-12 FT. 4 FT. MIN 5-12 FT. S2E/T)1'E DEGREE OF 8t W Ld (DOWN) Lu (UP) SQE/ M "a OF MW Ld (DOW) Lu 00 6- AC/DF' 45. 225 & 1125 20 20 10• PVC 2Z5 a 11.25 20 20 8' Pic 45 40 20 10, DIP 45, 22.5 & 11.25 20 20 84 PVC 225 8; 11.25 20 20 12' FW,, P 45 40 20 8' DIP 45, 225 dr 11.25 20 20 12' PVC 22.5 a 11.25 20 20 10- PVC 45 40 20 12- DP 225 A 1125 20 20 concrete pad V0 dia. x 6' deep VERTICAL OFFSET RESTRAINED JOINTS -4- finished grade 4' stone -- spew type adjustable valve box 48' min. location marker -stone valve restrained / -,Joint reshaints , to main re. . �t ,.� .. ............. ................. f1'ii i/.;sS .......................... stone 18'to24' 8'x 8'x 16' solid block (for valves 12' and Larger) Note: this detail is also used for butterfly valves GATE VALVE -9- 30F3 SEP 05 SEP 05 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45° bend's L requirement RESTRNNED LENGTH OF PIPE (Ft) TEE PVC DIP r X b U Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 a x 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 ROMNED LENGTH OF PIPE (Ff) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Rf) FITTING PVC DIP DEGREE 6' 8' 10, 12' 6' 8' 10, 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 10 20 20 20 10 20 20 1125 20 20 20 20 20 ::::2:0::j 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 0.5 VBHH77-158HC-11-77 2' custom setter (meter by FCSA) cast in place access standard flat top door, centered in for 4' diameter top (see rate 1) manhole varies a4 property trre 2 max.+{ -finished (see note 2) I grade skid pad roadway bOX &riser section for 4' 2' CT`s poyethylem 2T, - �„ diameter manhole tubing (PET) 200 psi with cutouts w/ SS Inserts at all 45° connections 3 min.----] L. saddle with -IL-A — =01 2- min. corporation stopsolid _ ".,?y i .a. .r'� �%ree i ,4`<e x jp", k4w•�,">' ,- + support blocks water main 6' stone bedding` undercustom setter 12 gauge insulated copper ball valve curb stop with Pi wire for line tracing, taped C14-44 w/ SS inserts (CTS) both ends J844.777 at 10 foot intervals and MIP plastic plug w/ SS insertsl; with Y gate valve operating nut �•i 1. Access door shall be by Hasiday Products Access 1.A I or our approved equal: '''�t- a) in non•tratfic area - modal no. St R3030 tY I b) in traffic area - model no. H1 R2424 2. Water service dossing street: a) Encased in 6' diameter SCH 40 PVC or SDR 21 pipe. The piping shall nm from one toot beyond sidewalk, across street, to one foot beyond sidewalk. Install 12 gauge insulated copper wire (for Tie tracing) CUTOUTb) DETAIL from core. stop to into the meter box ( wrap wire around (typical) corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into motor box and terminate level with angle bat valve]. finished grade and 2' METER INSTALLATION -8- 6' dia. schedule pipe filled with and paints finished grade 18' dia. concrek user pad V0 dia. x 6 deep 4' stone screw type adjustable valve box locator marker FIRE HYDRANT ASSEMBLY -10- SEP 05 mechanical joint swivel tee with 6' branch SEP 05 O O O O ti 'Q Q �O �4 ki 'T C14e�No 00 N ., Z W Q � O w o- c� Z g Cn 0- L;� J F_ F- .Q Z Z V WU J �r �g �7- 0- Z >W WO � pY � U Ow W W � �. 3 U- a. ■ Ctt) 1J ■ N O 0) U I,-Cnt0 L- LC7 (_» �■ CV N (D (D N U 0 0) C W (a_ W tt� a a ,TH 0p f rA1WIGR . 112 O vd�O� Di u �C' IONAL SURVEY: PL-PLC. NA DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1"=50.0' 08/16/05 SHEET: 1 0, 3 FA'nm'1DRAW1NG5\SI1E(01-28-06)\Ervin-DevelopmeMlWanior Retaihw&rjm&T&*er v-Now shts.dvg SANITARY PROFILE SECTION EX.1-EX.3 SCALES: (H) 1" =50.0' m3 vllmm�° 1 50 0 50 150 Scale 111 = 50 ft �•1 EX. SAN. MH Top=715.80 1570 /n=709.44 1570 00=709.39 EX. SAN, MH Top= 726.98 1570 /n=719.69 1570 Out=719.64 M� PROP_ MH-1 TOP = 718.50 INV. IN=710.90 INV. OUT=710.70 finished grade roadway box Y/ screw type W-18' 2' service saddle 2• corp-stop rFIP/PJcoupling IYB,-try MIP / P coupling . ... .. .. ............... ...... ............. . ........ .. M2 PROP. MH-1 ..................... ..................... TOP = 721.50 r CTS polyethylene r bell valve curbJ INV. IN =712.20 tubing (PET) 2W psi stop w/ r gate INV. OUT= 712. 00 wl SS inserts at all valve operating nut connections M3 PROP_ MH-1 TOP = 725.50 INV. IN=714.60 INV. OUT=714.40 M4 PROP. MH-1 TOP = 726.40 INV. IN =716.70 INV. OUT=716.50 6" INV. IN=717.95 SANITARY PROFILE SECTION EX.1-EX.3 SCALES: (H) 1" =50.0' (V 1" = 5.0' QLt M 1 M2 M3 M4 ocz 735 PROPOSED GRADE 735 EXISTING GRADE EX. J54.4 '-15"0 PVC 4 1.25Z SLOP _ - PROP. 2 1.19 -15 0 VC ® 1.25 SLDPE PROP. 8"0 730 PROP. 209. SDR-35 0 6'-15"0 PVC, 0.91 % SLOP WTR. MAIN 730 ROP. 214.8 '-15"0 PVC DR- 5 0 1.027. SLOPE PROP. 109.22'-1 "o PVC ROP. 18"0 . 725 _ -- SDR-3 @ 1.01 LOPE TM. SEW. 725 EX. 161.28- 5"0 PVC ® 0. 4967. SLOPE PVC ® 0.496 . SLOPEPRO 720 � wTR P MAIN PROP. 15" - --- - 720 _ STM. SEW. - EX. 15"0 �, ..---- ROP. 21 "0 STM. SEW 715 ,,.,,,. .`` TM. SEW. 715 710 ---- --_ _ ------ -- 710 705 705 IY 2 r' -- O = I _ 1_,j c of ^ Q Of of W O r-, OO z N t ` .- r` :5 Od -16 C3 o r- it 4 p� O Nr. _L::::� CD II r a -O 2� N II -O e- cj II -O N II - > > > �^ 1 O 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 F:\Tim\DRAWINGS\SITE (01-28-06)\Ervin-Development\WarrW RetaAWmioraTaskar\SP-Pmfi1e StftA g rFiffr.. "SCH 80 PVC MIP x female solvent well coupling W Z Z O W Z Z O O � 2"SCH 80 PVC MIP cap r_ Q) (k Q r SCH 80 PVC MIP x female solvent V weld coupling 24' dia x W deep poly plastic meter box 2' SCH 60 PVC f- stone N Q ....... 00 N 2' SCH PVC weld w mt O X6 weep hole M N BLOW -OFF ASSEMBLY -11- SEP 05 top of manhole at grade in pavement areas unless finished grade rei otherwise directed (top shall be set 241 min. above grade in undeveloped areas) square skid pad 8'thick around manhole frame in developed areas 3/4' x 2- butyl Ir joint sealant adjustment rings 3W max. (11' max.) 24' min. in undeveloped areas 3/4' concrete anchor • bolls (4 each) •:• concrete ASTMC-150 finished a000 psi grade �.. waterproof coaling 12' or W (lyp.) 1 : ••.. -i- � 1• nominal size butyl joint • . • sealant applied between • joints and on exterior side • • " of joints joints are to be sealed with'0• ring gasket %' • �- 5' pipe to manhole connection to be by flexible sleeve invert channel to provide a 3' 0' min. smooth transition in to out, for all connections ' Z-01 max. 4' 0• max. precast invert or grout top of bench to be bottom to form channel A "":r... _ �,tssr•. ,r?'` •ink?:".r`D/2 � 'sdc-� same elevation as top .•� ; g� of pipe •-. 4•.;' .. •• ' . 6' bedding stone - {{Li:iii;-r::: r ......................................:; ...................................... .............._................................. NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. fl adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final Mope adjustment of manhole tame "I be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be flush in top. STANDARD MANHOLE -13- SEP 05 finished grade ., . • concrete skid pad r'- - 18' dia. x 6• deep 10' 41 stone Panella Model PA4SV-CSK (41 Valvoo,Inc. cast iron cleanout cap with brass Fig. No. 71B08 plug having a countersunk square vOv with lid marked SEWER' head SDR 21 - cleanout pipe bottom section of box brick base sewer main SDR 21 wye : �?' !:"SDSDRR • \ rc" 21 45" bend 6' stone bedding ■ U ■ liJ ■ a (D 0)0U ♦/i V r/ � I I 3 C,4 N N � c c W _.i `- `� 0 a :n L (n N O .O O W _C�� E ZW a.. Q CL ,TH O jl; VN l ji PANNIER260 //// //( k4j�ZONAt �04t .. SURVEY: C.L: PL-PLC. NA DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1"=50.0' 08/16/05 SEWER CLEANOUT -19- SEP os SHEET: 11/13 \ � - --,� . -----, -, ', I I - I I I � , - - , I -.12"', , , '14 -�- - "4211= --- , . �,S � "�,e,-r,.,��-,-� - 11 � '4'A"� g gy�p, , -�, I ,:,� � - 4 . ,�� \ , --,'�,�-`� ��,��,",:��-c,2 �-. �� , ,!,", � tw'o ,,,, "-' , ."v , , � , gvp �� I � 1,z 1 L--i�� ;,',':,,,-,-'�,�,,,,.-,�,,�".�,','��, , , � 1 � e ,,,� i � , ,. , ,m. � i'll- ,11 " , lff�"'115`1117� , ,,'�,�,,,, �,,,,ac�,,�,, I 1, ."".", � 11111,111.1, "," .-, , - 1 I�IYP -71�1 M, ", ,�,,,:,- " I � , 1 ,` -1, -- , -- ,".`- , .91 , �,�.,� , , �,, " " ,�,,, " �,, , , ,,, " " " �. , ��,,,,,, "I I I I - �,,, ',�.,, �,i,jr� " fowms� f--," 1 - � --- I I I I I , ------, . g" W19,41 I I , 11 f IN 11 71 , , 11 '�i rm atka 14A,y x PqECAsT on CAI im ot*m --- I I 11 ., 11, I � . , Mll v I I �--- - I z I I � �, ,01.cv 4t* 5,101, I 1� , , I . I I 0,'�',Rj �� `,,� �,�� ��,, ,,,, , , Sq I NOTES: 11 - I ," 18" MIN. 101,�761, ,' `2. CONOWIt 101,0C CLASS A3 �F CAST IS mAoE, . ' COMPACTED SOIL I "f N" ',,., 40M MIF P EMT� 11 il',, I .� - MPA�T . D I L T"S 00A MAY K PWCW Oe CAST W I`LOCE, , "i c*~Tm "a 1, OUT I , , � o I ., .. 5, �, r =w A KADIM 11 -1 , , : " 1� � � TEMPORARY SEDIMENT TRAP 'W.AtTr TO FIE CLASS A.3 tr CAST IN Pf-A��X, --,, "I . , w I I . .� . . I om", " , r, IIAL __,z I I , 2. C. m e� Of -140 FEET OR L Of' CA") SPXL I I-' I I � I I I . I I -0 FLOW .VVk' � I �tiAbf. - 1, ME PAC POR AS PACIAL CO&OVATION CU98 & -,,,z, , , � � A011ft d . . � I 3, 1111111�il '11117 I .11 ,,, I CWWyI0HVCA1&3ffTER 9AW1.4 A RADIUS .: ,� ', .1 GUTMZ. - - . , — I I I—N I — -1 I 1-1 I 1-1 I 1-1 I 1-1 I I I— I 1-1 I I- NOTE: I OF 31DO ra ALORO FA OF C�JRID sgkL .. � 4. Fat ME *it" STABILIZED GWN-0 I i . — — THE PROPOSED SEDIMENT TRAP . �r I - — — — — — . — Garm. � - WILL CONTROL APPROXIMATELY * I �, '' PAIlUftm ro TME It ,6"f EIF comsyml, , � , � � � �, e I I-- �� �, I. 4- FOR W wTii StmmuMb OPEN-dootom �� COURSES M TO TK "" - ,� ��",, , , � �'-,',-�-,,,,: I r .. — — — . 3.60 Ac. OF DISTURBED AREA. I I VARIABLE I MMAM LAYER. THE BOTTOM OF THE CW3 ,�,;'�, P"EMENT If VIM , ; ��' p';�,,,�', - -I 5 ARAI � ,,,, INS O" 44Y BE USED VA" AW r*,-uOu jpt�U - - -, — — - -- — -- — — . A"D if,-L " TO Iw SIILW* UZZA p ,sw,��v "� O q�T`js — - I -- — -- — - I I * I I AM TO THE DEPTH OF THE FAVE1101T. , OUT 6 KQVM wifNEW wslm I I 11 I I I —1 I I I I I I 1-1 I I . I 11 11-1 I I , . 11 lij ... TFIIIIIIN 40 IIIPH ON RWAL H"AYS AHD 45 )0N - "I I I I , ORIGINAL VARIABLE '3. T*lIS CURO WAY BE IUSED WKW - "Irl"; I 1* I �G v - OMN Spot is 40 mm OR LESS 111111� I , ,,�� ", ,p ,, 1 - N 00MILOPEn UqBM Ill SJ11UMAII AREAS, i ,, ,,-,,,, I � � , �, � 1�1,m ,% I I I .1 Ily, GROUND k I ON WJLVL W�WAYS AND 48 MPH OA I " _ (IL w"N THIS STANDA" IS to Be I" wro cXIST ;` 4" -E�� 11 11 ELEV. 1:1 I 21 it ILESS IN WOELOPED URELM & SUM" I � �,��,, 1IMPKIlt CUft, TW TAWMON tS -o K Wa m I i I-��— i MS110OX K ii � I I MW-*& IF TRESE DE51M SPEEDS ARE I ., VON ML CHANCE Ill sym3mm ME AT AFC�A AN I Examb sim"o c4o, OPENr4r . I A- PLA.CF,IiAFN- V , - , I �1 I l w4K or fAiRE I . I AA- �7 I Y111JI 11 � � -- 1.0, 7 1, � I � - __tk,j___�&z!4_ I / I'll 1, A INT E - CIN 1. ,Pi,,� � , '. . 24; 1 4.5' MIN. Ai/ -�Q 7 IN . . , , ,�� I I " � %� I I - I �, I m I I e, -� . 101 gi �, - � ,�,' PC st w . -� . -\ I m .�.. �-10 ly-,A CORNOCINION POO S E'r, . , 11 , , ,2 I .W--� � I 1* � I I 11 "i Rr , �! , I'll I 1� I " Tlf .� TEMARA GqQ�III,,I'Ak� I . 4 ,,,,, , . � - - - � -,,'., � . � 67 CU YD /ACRE � �� : ,,,? ,�'vV01"n"?,F1 I , Ta t , w . —x ,m � � " I .,�Z.5* 1, 00 ' , W , INIX1w , "N .11 I'll RAINAGE E EA 217 Sq. Ft. � � . --fl!'--t--� "" , 11 I 'I.,,,, �',�,` "I '," f, . P ',",,,��, I I S�FVAGIJ ,VA 1111EISELECIC14 cr C." TYPE *0 T-1E 1�wvujllmom Of Ilk. TLET 11 I - I 1,1 , i I ''I � . � I I , , ,: , ,, � -, , "., ', � I ' Jilt �V SINP 10AY VX(T 13 Will ,-TMTW. T",�IC �:MNTIPAS ,,�, ; .1, I I,- I I I, � , - b * . 6 * - 6 I I I I I , �L',, ,�..�rq,-,�,',':- . , ' I I � � — . . � 1 2* AN loo�u.x� (110w,"" "Awilic, I-C M"r-W*i AO�D . ou 1�. I . - .VJL� . . . I I I , V� , , - yral USABLE AREA, 50'x5O' LENGTH 6'�,� � rr . � I � �� � ko�fs ME .& pl, 'L -,, . � . 71 r I I � " � Ni ,ax ,,r,,, �,,,�,�,� ! Ir �sl, * * I 'I, 1. 1�: �, �;, , ,,, ��111 �,, , , I �'r§gke? I . � -?, p , , r, . , " , � I I . �, , ' � , I , I m, 1,001P rm rkw-R,lL . 1 (2500 Sq. Ft.) I � 14 1 , a a - , : , mm , . � ,& , , " "," -,`,�,��.-:;,� �, �,, , 1 -i�.� 'p,leg, "." -� No 51 C" 1-e Arcc!T,ai.� WA�4'4 5�1�,_ " I � 1�� %&- �A M . . - . - . 4, - '. ggF 1 1 , . " , . A, -1 1, i � � . . I i . ?y,",,v�,'' �, , 6" 1 1 "'! , � 1, � ii. , b , � t� - . .. . ... !,�,1,1.,j "'i��': �M%7 11 , , A , , 'I" - I - pv%a"' � � Alil?"`,%,�, I ,, , I � � . I . �''��""L',�,��i,,"�'�,,"''�",', , t�x I.- � -, I�, -g-, �, . . ��=Ui 1 11, . -<,�,w ", 4p 0 U v ,11 , , �� , � �� Mlvl. ---!:Iyn I :, k, . - �-- --------------,7 " ,�, �1. ," , , ,,r -`,�m - "I' � � R? "m M "" , OUTICIO WAY BE COIISIIIUCTE�� , , � , --- - -- c ---------I I I po - �� ---&-- , — 1, . - , " � I / W-,*,7 N - - - 11K BOTTOM OF THE CUFM AM -L — - ��, � , , 67 CU. YD./ACRE - � -----!� I I a ','i�,',-� �,�,�,�,� I yl?� � . I , �, ;�I, .1 I L-I & Pf-RPr-14DI('tA AR j PARLAILLET. TO THE SLOK OF � 1� � P, " , I t, -N , , 15?,'� 11 � /V'X,:A1I0N 1 3) r-D, ES V" �� �� - ., I � -�, I , �. J�,7,- `- Flh� - � 3' FILTER ORIGINAL � SUBBASE COLAS M D A , - - , I , I I el , - . � � � . . 11 - " FIIA-�41-' ,x �� I -\ 7. 1 1 1 � �'r -- - - , I 111. C .!� 7-zv� 01-1 F11 Owr��2:1. CLOTH GROUND — � . � . , � Ir , 14rr 7-1-1 , - Ae 91141" OlEplk I,' 5""', ,, gggg, ',mfg�ggj,',.�',�-�� �i: � 11 11 W*A.w 9 kvp I (11 a I A-.. v-1Lwy = --\ AREA REQ.: 2171 Sq. Ft. (EXCAVATED) ELEV. I IS MA017VIED. I I , , I �; Nl I � A 1 4 1 A � , A - jrs I � - - �,, . I , : �XN," ,��, , W>~ ww� IN ttt- PW� X �� zr-�� —:;�7--\ � t , I il,� 2 1� 'W'W"a � - I Ties MEA UAY K 004awTr � �, ',��', - , �: I" 11, , . , , j p , — EXCAVATE 50'x5O' , g " � ,'� .Q - - 1 :3 �, "W , , � I "I, ,,, ` , % 'I-, FILTER CLOTH I �:;�� "N �,�,I,,'�'.� I . I . . . , �p �i�, ", , , � 1 e ", , , �� �;, m - � , il I , - ,.g`iN, F11', -- --A, —4'U,* 11 —cwp A . ----- AT Y, , I - flc�gft r"Al 1611w AT TKI OPTION CF TW, CONTRACMA ; � I V " .... I Z!- 2 4 - EXX OF PAVE"o,'j", ,�, A �� 1 � ,�, agg -- , m " 'A", . ivINIEP, 111. . #.T>OK. SWE 46 I , -� �, I ;, 1, , 11119. g, , (OPTIONAL) � (2500 Sq. Ft.) I P� - " 1� � , �, �-. �-�-- , -, ff" " , ' � I I ---Z-- -- 5 ------- � , ytf BOT I OF 7� 1 m W 1 * * i . - ow E c ol�� � � Ay BE COSST �, � v1*01xo!i TO Tt.`E st"N ,� f---,',Rx,m � �,5� . � , " � I , "I � "" --' " , EN .5 b 11 " (DOWNSTREAM VIEW) CLASS I RIPRAP I I Ti,rs -- s , 1�,��, I 1� .,-, I" � 7- - i � � ,,jjjj!� 1 ,7 � 4 1 k �� , ,PWI�y IX OM�tT,A,l -�—-- ".." Wu16Lm%p14pc%1F�S is � �,� 1, 11 - -111or f0WILIT,1 1PIA14M 0, PCPf:NDa'Pl MID!% FOR AL-,ERA-"5 CM bE * I Thl , .f , �, — '% LUD w-1.4 MXWK A" I - I , gi 11'1� I 11�&�� , . I " � - , - 11 I 1W. LAkW. AT W'VUM t* f%V �-Oimp#; tjjt-; ,�.,* � I �� - :1:�� 'I114 OC" X CC'SIN. r*K%Sg*'- FIE %*Fr PCPFUdXCtAA," 15 If-,- %TW7T . I I I 11 11 , " , I - I . � - .�. ,� � P, CAN 3c PPO-ECM BY A -*W,C4PM SETBACK " C>�M,Cle�, T� ll,t m4,L< I , , 1. ' ` , " , , , � ,��,,�:,�,,� .1 �:4:, I., ''I , . , , , - ,��,- ",-, , - � ��,:" ,� ;,r�, ��;�:,��: I 1 ,�'. ", , ,,' ,,-� -�:��,��A��,�,,::, � "; ". ,�,;,,��7, ,, I I- 15 r �114 A WAFKIM suilli . I " , - " � �` i F I , ,��,,,,,i,lR- 2- �,�-!7,-".,.��-,,,,,�-���""L��,,�,,v�,�-�--5�'s, " , � I 'i , ,,f , 1,01", N NNW' ND-E� � 1h . v � , - 3 I., 1111 I'll, 1�1 -111. 11-11"".".. ","el., "'zig , 1� - - . �'9,1,11��R",%,g V .��', I TICIZE64,".7 LUKT OF A Z.VALLIEL RA-4- IS I I � ANIV'l � CROSS SECTION OF OUTLET 1 ,� , 1,11 I' - , �-, Lwlz?J to 1* �ZMAEGQVU%S OF 1-11, S.%-l6- I 1, 1, " I . :�,� ,; � I " I . " -1? I I I , :� I � I , I I I - � �, � I . '7 'L I I .. - ) I � I I I I I . , I I I � , 1 . I .. " LENGTH (IN FEET)= SPIECimAr" ----. - , - — --------. - ------11----- ,. � � ' �— I I FLOW I �1 � PEFUDICE-] I r-ON — -.-..I- - I I �, - — f wis � ,- --—AP �-- WAIRNNG SURVAC- 14927 � — , . , - 6 x DRAINAGE AREA i02 I — COHB�NATIONI 4" f' � � x 1 t r F�T,'e 5'A TYPE '-�ARAI . EL & FERP7\01('�JLAR) APPLII'�Al ION IM : 1�� loil COMBINATION 6" CURB & GLITTER C G 12 D E T:"" ,I : . ��r . (IN AC.) vp - vpOm"Oc4AwtmE%I or TRm6Qc*IA1,0m � - C , N . r,WDEPARTNICNT Or TRANSPORTATION — k � - I '�Wfl,W OMPRIK'W1 ,V 'RMSPO(,J�kj" i W2 . , P-! 10, 2,� ,� , - . -K - I F.- ,!.L-------------,---,-------�--,-.-.--I ----------- —------- _ ?:�; ----- —111-�'�1,1, -------------- - . 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SPACING WITH � I I NIRE SUPPORT FENCE PROTECTION DUMPSTERS BY .. -. I . . � � OTHERS I e jk 41 MID MW . �A,. % � a � 'AA � I DROP LNLL I "A& MIN ME . �Q ,(�) �Q �-- I z Lij z . L'i t 0 1 1 I`- . t (�) (�) cl- (/) . I 0 �- (j 6 V) 0 Q) :�� w 9 w E�01 �z 0 w 11:1: llzl� (O (0 Lr) �(�'4 �� Q) !:� — � , (N \ ,-,\ (-4 Q) UD - — - -- Iwi I N ,.-: c; I z I -j 0 w Iii- W z (f) -i 0 Z) < IL) 0 Lj- F- w 41111- a :Z 4� Ld z M -J Lu 0 0 LAJ (-) (/) iiii- Q V) - M D w ad4 iii- V) a z z < Z 0 0 C) W Lij 0 -j �- w I'- LLI ir a w 8 F- X < z z w — ( ) Er- 0 Ld W _j Y < Z V) > < . U :5 I— �: ix 0- 4i�j z w D >WWO -- I— > (.) w — a v) i2 a y " PONDING HT. , WIRE & FILTER FABRIC PONDING HT. T ; L!� m4x -- ... I ...... � ............................ , WITH 3RAIE ...... � ... � .... � .......... . ' N � : 1,,..,...,...,.,....�� . ... - * ................ * . . . - . Mot I - I .1- .... j BORE HOLES IN CONCRETE TO ACCEPT CANE BOLTS FOR BOTH (2) 6'-8- GATES TO MATCH FENCE SEE FENCE DETAIL PLACE 4"x4" POST FLUSH BEHIND 6" CONC. SLAB BACK OF CURB. W/ 6-X6-X10/1O UL 0 I.- M w Of 0 Lu - rU31 ,- a SEDIMENT BARRIER ATTACH SECURELY -- I 11 HIGH MAX-\ TO UPSTREAM i -- N � OPEN AND CLOSED THIS SHEET WELDED WIRE EN 0 Ir ui (STRAW BALE TYPE SHOWN) ..�� TO NNELIZE RUNOFF TO BASIN ---� SIDE OF POST. -IF - .--,.. - - � - T T.) Ld w " - " ... ------ 4" CRUSHED STONE POSITIONS MESH rDE AIL THIS SHEE --:) w AS EQUIRED. 1-�-,' t-- I 0 RUNOFF I RUNOFF 1� �7 ft: < Li- �11 on - -I-, - . 1 4 \ I zz \ 101 -- L 6" DIA. STEEL CL 3t -TT--I / " I 11 I - NATI411 . . .h . . �- - FA�E OFN(��R� , - I � --rl . . & . : . . I - PIPE FILLED W/ ---- I �I, I- ,.a ,3�wt - , � -- EXCESS .. . ,- . � .. . .. . I& . . . I . ! 4' '", . . . . . TD.) - � .1 - 1; � It --- TYPICAL CONCRETE SLAB DETAIL 4 .N ". : . . . � Is - .. - . 4 CONC. (PN .1 - WF (1.5" Min. CLEAR) '�� I\ ow - , --�� -- -- ---- -;, SUPPLY WATER TO WASH I - 6x6xW2.9xW2.9 W CURB IL I WHEELS IF NECESSARY. (RECOMMENDED) I,---- I STORAGE HT. 6 MOW 7—.7 ! I , --- ----� I .. . - .-- =1 . - . I --, 4T CM%IEI�S . — . I .. . I >- =1 I I =1 I I I I 1 11:7 -11 , .bl , - A .b . . I . it , - : A . .- ... - .. - �- . - -0" HT. NTH . A-� - I I -i-AX"l-m- v . . 11 . , , . " b . . u') - ! I I I I ,� I ----�- .- . 4' < I ,� I I I I : - 1=1 I I - p- , -3- NOT TO SCALE b. � . . - " 4 : , - - � I 6 . . I - N - .. , � . . . . 00 18" 0 CONIC. d 3�: .-I I - ..... - -I' . -0-1 I . I , . , A 6 . I I ": . . 1 - . . . . s . . . . - , " 4 . C) u - - I � � . . . . - - I . . . . 111 0 IRZ- ;A 12" MIN =\1LI11 -I I 1 12" MII4.1 I : 4 I, . , IT) FOOTING - 3' 1 1 A? I =1 - PERSPECTIVE VIEWS PROPOSED CURB(TYP) � . 4 .. .b. , N '. 1 4 t, � - I . . h , a DEEP W/ WELDED . ") �-= I - - I I 1 I . . . , a a , 4 ,. < - - - � & I i - . .j - - - 4" NCH f : I, , , , l"Is A � . . � , - , ... . . , I I, ' - . . 1: 0 FLOW FLOW 11- =1 x6" TRE = 4 . I . � . .. . b - . A 6 ' - HOOPS (2 TOTAL 2 T - , WITH COMPACTED _I I GRAVEL . , .. -, . � � . 4 I,. - I . � .1 A . I, .. . N - (y --�� ��— - 1 -11 -1 -- BACKFILL I I - I . - 'TAKE ---- �, . - I . . . � . A , ., " � A . - .. I . I I N - A - I .0 .1 PIPES) PNTD. PER �, f, Ill , . I, I � . I b . 0. 04 pe) E . ; I z , .-4 " . �a , . . . . .uo, , . V0. , 7 .1N., - I! - - 4* Iz ------ - - -11 . 04 . . . � '. % .N . : , � 40* . . ." I - - 1-7�- "-\ 5' - ----- --- . *b : - 0, I . . b, 4 . . N, � . . � 1, I I w% - tj I� r, 0 bi I '0 : 10 To--7 rae-r % a . . N I . . . , -- . .11, �; u 9 "I . V, � iAV�r , ,,, 1 16 / \ -- 1 . . ON . . . .. cf) T) (c) 0 0 6 . , . �Auwlc Ilk -1 (OR AS SHOWN ON PLANS) I . > Mw, 1.1 -T - IS4 .. - 0 I I I / I OWNER SPEC. �, - om 0) 0 . < k*� .9 - . . .0. , � : I., 1� - ;; . \ I N � ,- a - . .� - , .: I I I 4 . -- 41 . % I .3%'. . - 1� - I . �I? .. . . . . " - w .4 � -,;. : '. . : . - - . . " 11 1 I A '& ' A 2"-3" COURSE . . R� STANDARD DETAIL ALTERNATE DETAIL - ,;."''.A. , �'.. .> 4 00 - .4: SLOPE . - a 6 - I (0 C'4 1 I ,3: . � - .. - � (n 04 (N C,4 0) cl- WASHRACK . . :2 I( -T k . � .. -. - S� -u - �8> , , . M '17 - . I—: .. - I C� -c PA I -A, I , AGGREGATE I , . :!- % .. , ;. : "--,i,!* 4--* X : . . b : 'm - . `�' .. .. (D (0 A- 0 - ,;� -,�(D , TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL I'l .... . . . , . . - . . 4. - - . - -.4, , 0 Z. c� . 4-, � f;� .. . 4 �. . A T- 'I-' (0 (D 0) I .0�� . I ......... , -n � , . 1 -41 " C14 , 1?4 . 4 ............ .s; Of . THIC 11 m . m 1. . � , . �� � MIN. 6" K - 1. � I 11 . I ........... . � ..... ... ... . . z m � - , -, . . ., . I!, 0 C �� ..... N I . I ..... � ......... . 111, . I A �' k . J!, . I . 1 3: -- ,-, ,-, C 0 .<-O. -.gl NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" . p I , '. N \ �, .1 I . � I I . . I - , - . - , - � ..�......... . . . . . . � ................... [ I . C. . I . Z ai I . -h . . � . b �: , . . . . . . . I . . 7 / I . . . ().0 . . I . I . . I Q) I 0 0 a '�6 1 'I I 1-1 IN . / . � - M r- q, c , . . . . 4 -� . . . � . a . -+1 .0 't "t a 0, "!�`,'. 9,0'. ,- . , . I . ui . . 1400 Ic 09. ft">.`4 A .i,x 1 . INSPECT AND REPAIR FENCE AFTER EACH NG THE LINE . . ,12 - I : .11 CG-6 or CG-6R (Typ.) � .4 . 'Is 4 � . . . 4 "N . I 11 I - .-. . . � .. b � ^ b. 0 > In In (D- . *2 �, � - -- 1, , ��: . �,�,4�,, �w A �� \ . :>�Z:,r -1 .616> W� -,� tb STORM EVENT AND REMOVE SEDIMENT WHEN -,,- � -,-/ ;. � . D. 4 . . . N .j - 11 , 0 . 1� - k Mtp 2ZV7�', - " , -ii�� OF POSTS. \ � I , - 1� §p - I � ! �� , -. Zs;s i� , - A.." -, � cr- I . - , t.� . * � a � . I , NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. I ELEVATION OF STAKE AND ----- . . >, . m : � b4 .. r- . , I I I . . .. I - . bt � 4 , . - -TS. I.- 0) . a N � , , . , .. �� . � � . I . . .. 4 I, � 1: . I . I 0 ATTAr'W WiP;7 rII TPP t7APOirl Tf) TWr W it . . --I , I ox I . . =1 41 0 2. REMOVED SEDIMENT SHALL BE DEPOSITED FABRIC ORIENTATION -) F . .1 6 . ��-21 -- ] n Q) 0 0) . 6 Ipp I 7AIL A I . . I --I . 1 4 . N - c: :-- !t- z UIVI11131UN RIDGE . TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. F= SEDIMENT OFF -SITE AND CAN BE PERMANENTLY m STABIUZED. 7. BACKFILL AND COMPACT THE EXCAVATED 5-< 70' MIN. 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL SPFCITIC APPLICATION Lij CONTOURS TO MAXIMIZE PONDING EFFICIENCY. PLAN NOTES: SILT FENCE DETAIL WITH WIRE SUPPORT THIS METHOD OF INLET PROTE17POK IS "FLICABLEP WHERE THE INLET DRM-NS A RL-LATWELY FIAT AREA (SLOPE NO GFEATEN 1. THE ENTRANCE SHALL BE MAINTAINED IN A NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 rHAN 5%) WHERE THR INLL7 SIJEET OR OVERU'0i) FIDWS (NOT MCCMMG 1 C F.S.) fiRE 7YPICAI. T13r, MET -HOD 'SHALL NOT CONDITION THAT WILL PREVENT TRACKING OR APPLY TO INT-FTS PWN-IVINC CONCENTRA ... ED FIA)WI, SUCli A$ FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- TN 6fREET OR HIGHWAY MEDLkIS. L. OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF AW MEASURES BICYCLE — - ..... T. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. - 2" SM-9.5A — 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL ......:,.,.....:....:......' ON AN AREA STABILIZED WITH CRUSHED STONE m .'�-.,:.,�l:.*.,.,.,.,:.,.,.,.*: .,.*.,.,:�'.'.'.,.'.'.*.*".'.*.'., THAT DRAINS INTO AN APPROVED SEDIMENT TRAP -�s 7 4" 21- .'.'.'.'.,.,:.,.,.,.*.,.,.,�l.*..I ...... � ........... ,:.,.,.,.,:.,:.,.,:.,.,.,.,.,.,. OR SEDIMENT BASIN. 0 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT � - � I NOTE: 12" x 18" STD. MOUNTING HEIGHT OF THE STOP SIGN SHALL BE 5'. ' ASPHALT BIKE- TRAIL DETAIL . - MOUNTING HEIGHT SHALL � 7(--2' NOT TO SCALE SHALL BE 7' FOR -- PEDESTRIAN MOVEMENTS. —STD. U-CHANNEL POST r. STD. U-CHANNEL POST PAVEMENT MARKINr,'; : IF o,-1mu3r1r-u 31U11411 — . . & � . .b� > . . 1. . '. . . . I . - , � 11:4 � I � . . . . N - . b - . 4 If) IIII& u U) 0 I . O.- , . I I � t, . . A b� , *� . I Do 0 0 E 0 1 -b . . '.. 4, m . N . 4 . N 1% I 6" '. I c� -c -c - ., �. . I , M I . .. . N, . . . 4 . . . 0 a- *CO = - . �. �, A 1-� , , . I I b., . 4 . uj (O 0 6x6xWl.4xWl.4 WWF (1.5' Min. CLEAR) 4� . - N 0 - , I :, 4 b . . . . .., I . . . I A b 7. — � — I 11 � � 1� �, 1.0c 6 . - 4 . .. � 2JO, 'b - � - �- �j 0) a E '11 . . 4 � - - -�� , . . - . - . N .., � I 11 I Imoo— �- Li- - TYPICAL SIDEWALKZCURB DETAIL_ \ I . .. �4 �. NX 11 z_- N, , I F-L z LLj NOTTO SCALE 1-1.0 .4', - - < DUMPSTER DETAIL - — .oil-- 0. 2* SM-2AL BIT. CONC. OVERLAY HEAVY LIGHT SURFACE TREATMENT 2" SM-2A 1. . . 3" IM-1A BIT. CONC. .. . - . .:: ..... ...... �.. - .,:.*.%'..'17.% v.% .,..--,.,- -.. �. "- - .,...-.,.....,,.:,.. :" "' .'.'. .: ".. -. .... 1. - ... --- - - - - .......... � ... � : .. ..........:,....,...:...% 8" 21-A—......,.--..'.' 8" 21 -A — .. � ..... 1- � .. . - - .,,.,�%,.,.*.,:.,.,: =1 I IHEI I 1= STONE BASE - - I 1=1 I la I I I -11 =1 I I=W-= 1 I =1 I I= COMPACTED SUBGRADE — -I - - - I ,r= - - I'll -, ,- NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE ENTRANCE ROADWAY AND THE PARKING AISLES. THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN THE PARKING STALL AREAS. 0AX/r'kAC7K1T r)P'TAII C 0 No" -1 2" x 18" STD. I (D Ill I I I FOR BICYLCE LANE (1�21) " RESERVM ' RESERVM NOTTO SCALE - —PROP. GRADE NOT TO SCALE - I — PARKING PMKING I . - D 0 -- I - - -- --PROP. GRADE —STD. U-CHANNEL FV-1 FV7 to POST I (�vl I (�vl 2 NO gu(Bpp p ACC VAN M.E 0 ESS 1`0 2 = NOTE: 0 .11 PARKING " LO ALL CONSTRUCTION SHALL CONFORM TO ADA fIRE I ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. . 30" 1 - PAINT. NO-REFLECTORIZED, ACRYIJC LATEX TYPE 442XX LANE VAN HC TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL NOTE: 7.Oft mIO- 6.Oft. . ACCESSIBLE SIGN SIGNS MAY BE PLACED ON BUILDINGS WITH COLORS SHALL BE AS FOLLOWS: I --- ROP. GRADE SIGN WHITE LETTERS AND BO ING INSPECTOR. "NO PARKING FIRE LANE" RED BACKGROUND. ,I PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED RROW TURN LANE —USE ARROW 0 . SIGN DETAIL "STOP" SIGN DETAIL NOT TO SCALE ") LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. NOT TO SCALE NOT TO SCALE I HANDICAP SIGN DETAIL PARKING LOT STRIPING DETAIL u NOT TO SCALE k I n'r Tn C't' A I C* N.T.S. /—VAN ACCESSIBLE SIGN - END OF STALL - STRIPE OR CURBING MITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. MITE SYMBOL PER ADA GROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45* ANGLE 2x4 TOP RA 1x6 BOARD, FRONT & Bj TOE NAIL E) W/2-8d(EA. 2x4 MID RAJ 8*-4x4 POS 2x4 SOT. Ri ATTACH RAI W13-10d(EA 12* DIA. POI FILL W/CON, NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CE DETAIL FOR DUMPSTER ENCLO NOT TO SCALE 0 V) z w I-— Lj I Lj 1) Z U) - Z 0 0 Z b Ld pie'r , ,*��0H Op () ,* - 411, v-^ I �- ri . PAIWER 1�" No. 18260 16 0: % e4zl1a, �4 IONAL SURVEY- C.I.: P-L, PLC NA DRAWN BY: JOB NO.: P-L, PLC SCALE: DATE: SHOWN 08/16/05 SHEET: 12/13 D*�U.3ev I to.-,"% KEYED 3 PC" %-jkls or I'tET ,cimr -, CONIS �, It-. F 4 jowt - -1. 11:1. I t it" a :11111711 IIACK OF SDEKAIX x jof,T-\ 3ARS 0 - I nUT T - - at -2 . I , . I- /- .-F 5 , A?94 -�- I!�. I-- - -BAR !`To� PA" S - I - A t- �* I i , I ; � -1� I i .1 - :�FAR! r � R 4 . 7twxwl� ; 171 - 1§--, �-�ms r PI 11 r BAR'. 9 �e . KA;D'�A � �-! I I . CLMA 11 -) , P!P1 —ji i f I � i � I . 1.1.jo 4*, � 1 !-I W 1 1 1 � !-!-:--14-1-L' �J- ,* . , - ,11 11 - , " !I ��' Mi"No r , I � 'A � 11 - V, � A I , � hre -- j 7 1 :1 � - I � 1i i , , 1. 11 -- I -441-44 I - - � - , - . , � � , I I � . lx-�-- I- - 1+++1 11 I P" it I .- r �t ... - - - 1-1.1 I - -� k - . I -1 -v�i � , N7�; F L BAR A fKA of ckjw -/ --q-- � I I'd I -W)Iyil�- t GlyrTER I 'k 2 1 ORACK CCWMD� J"WI , . - ,I I- -- ,7"� L I-q- 1 QU'-"-`�-,--1-71� ...... -- , , i . I , -A- -,--4! Ii - . � ; yiN, I-1 PLAN i a, IA&I. I * SECTION A -A . A L-VARLABLE - MAX 2D I r- 01 4AX, -- I C Ar�En CCHSt. JOINT 5D ' --- I - 118jZ2'!7:- -0 -0- I I ", I I Z`O 11 - r CuTrfft -r�al 6 _ 113 1 & -L -1 - tf ,7VACif . I I -f r I i I a NUM1111111111111�11IIIIIIIIIIIIIIIIIII I i..Ilfl�--- I , -� ?---�='L4 Y .t 6V -- I I 7- -,] � � i --- .... . .... - ----------- L�� --- �!L� ,- - I ; i- ----=, 1-�- ----- � :. 904RI, r� - - I ---- ---� � .. — 11 , . 11 I . � a c iI.- 0 ;U SIAS f ETER . I — . I I WEEP MOLF FRCNT ELEVATION 3*5 F - I L.. - (CUTTER RELIftEnt I 14, I - -- �..�4Lr SXt/,' VC11.7 �LATF - SECTION 3-9 Ifl �-; ;-. . .t�, - ; �' � *. .. - : I ; Y, . F I YW A WYSE XTQL SHA-L 6E tA,F0 rdr" CO-3 Z CC-7 STAMMA"S . . t L24=11"", . 13 1 - J TYPE 8 kCSE OETAL SHALIL BE LISE3 1AITH C4;-2 STAIJOMIDS� y k yl- x A- STM Stf-AR Cce"Croff Wf'�Dm O&V94M PLATE FOR TYPE A TO BE W. ON AN ANCU rF 68-3Y TO MAE IRON AT 21C.C. CO*ECTORS Ah:) 15 TO Or. ANW,C11LI WITH Yj' 9 V STLID WAR NOSE DETAILS 'AUCED TO RENT PLAfE AT TC-C, 12, --- i - . APPR PNOWNT I 013A L L 01-3c L..- I WARPr-,) PAVE16ENI " c'-," ��- - ----i I— I "I 11-111* I I �.. - � . . I . T-F -- I - ! -�- " "' - 1� - , 71-id-�,� ,1,14 I , j - . I � I 1-----f t -T----�- "I - - - - ---- , ?I, --- Ir I 1 r-- F19W A � i�O-W- b ; -Z�* I I- V-N 11 I - ijbil, - - 161.1i-i - 1-1- . � J DETAIL WHEN USED - - FOR USE 04 C�TAOV; - FOR 1.15-7 III, SAC,S IM7FO . . 111' .IN SVCS TO BE SYSOJETRICAL � -1 jt�a I Or ; 1 -- I . I VtO11:10104 STANDARD CURB DROP INLET �, .REPER04 p � 8k 1� I i 12'- - 30" F,3'.H: MAXIMUM DFPTH 0-1) 2.13 VWNIA OCOA41WKT OF 1RAW5PO1R1APCN -1C 2 iI�--:4 - � I 1 11 - --- .— . -- I I � I I . I ",", - , I ,� ,,, � I 11 � I , �� ,;, � � I 11 � '' � � I ��7r :1 � I I -----F(x-T-.-3&,x I I - RLESIIEE-TA142, , NISFIRTAH1.44' SHKFT A86 I I I I I - TABLE OF QUANTITIES �— END -SECTION 12" - 60" PIPE ALTERNATE END-SFC I T" 12"- - Am, PIPE ml . - --------- - I *&�I -7;1-1 — I---- .- I TYPE I. AREA OF SLOT ---—,---------- REINFORCINlo' STEEL Cowot* I I &ARS A BARS a ARS C RM D SARS F — B I. F 4 - """ 1.0GW X") Ft. SCL Ft ... CU. I LV, Ft, IN I No, tkl FL * . No. I _kt!: Ff. * W� U.Fdk bb. U�FLAI N.- U.JT*--ii��U,.Ft.* 'T Lw- ': W-3A 2- i:§�, --!$A .26 ��" :-.-- 7--- . *- * . . I -_O-r - 3 -7-2--- -T-7F . . 6 It T -aw" - ,r 1.53 ,- Z% 5 r-61 `-6 7 -A%r-AZALJW-- 3 . IX-71 5 === T-0- 1P --=- - 3-m - 37 - 0 - _jLr_jg.- �- 3- 517' 3 �= I- -r & - ,I 1' -V 4 "M -W � �.§? ��4k 5 . - �'-*` R- - 10 dr-7- 1, k-jr. --j V-7' 3 Ywg- 4 S'-V 3 116- 4 I. - W - -- - ty-39 __E_ 17 4�50 191i 6 6-7- to 6-0_- 5'-7- X-2' 4 7'*V 4 r-V 4 V-01 it �m 4j# 3 --It:-- 9�Vggg A— _111 1 V-2. to a,.v!! 3 51-71 __2_ J'&2" 4 V-6" 3�, ,14', � 4 11-01, 2611 i 14' &42 4.7A 3 T"r - " W-1. t. W-10. 5-ft- 5,.r __A_ 3 - ' 2 4 t'V L ,,, a.6 ,1111 ... I ,� � . 4 11, __j 2" H-r 3 tr-v -- zo 12-of- W WIXT7 � W-7, 3 _y _ . 4 t.o. 34* 1 - - . 5 I 151-V 30 . ! tq - -,ff- - 51.7- 3 N -:F- ,- A -u--=- W-V' �e � 4 301 1 201 9�17 5.09 5 101-Ir 34 &- . 517, 3 3`2" A ir-vl _X_W-- - -1,71 438 6, ia ?,75 3,ot VD T-V 4 E-7- to 5--u- ,5 5--70 3 3?�211 o --i- 2 11-VI 3.45 10 2191, 8 6!-7- to 9'-Xr 5 �5-7- 3 Y-2" a 2'-91' 6 r-61 ---M- NY ) Am - 1.89 10 3'-!V' - B!-V ta Wjr- 5 ... X�7- ". . 4-9- _R_ jo- -11. to 8`10" & SI-71 1 � - V-30 ' 4 2_ C7 -- 4.7? -yL ID V,�r' 20 -A W-7'*tq6'-10`- & &-7, 3 Y-?. 5 "I ---#- 2 -��� . - 16� 3 13 0.21 , - t.zl 3 X-r_ -----A.11A- V-V, i I- S165 _M_ la] V---- -7,* to W-xr S I I -20- 1 - ILT? L-111-1-vj-r- Vfo� I 1 I 5�-11- 1 4 1 X-r . -..x:V,.....L...M.- I 1 "g ON OUILET IEND-SICTIONS . I I I NO PROJECTION OF PIPE ABOVE GROUND LINE I Sm END M PC" END-SIECT" S"&END .T cw-smruz :, � , T Vr MILE I ON Ott , T M-SECMN - I � I I I I I -- I I --- � '�� c ,i� I GENERAL `t" M 7 S T V�ro I 'too or FILL 1�,4, TOP OF Fr.L -,7,, � I I -- . ----- - - - i, %TN&f,aTKftyft4fi,U � %D FOR ALL TYPES OF r" CLOLVEMS WITHIN TF-F. - I ='====== _ HOrM IN 7HE STAXIDARD PC-ITA&IS UNLESS � x I I I t-.;;� M:���#E�E�� I - CMCREIE TO BE I 1 7;; jr,2!!!!9 ,LW � , - , - , - LK H I 01"FAWlE NOWID ON TM PLMS� I -, � #F - � - I . - - � , E j 40M P19 MININUNI T- - - - r j wwmu - 2� 4 - �Owl or COVER WAIIJIFIED TROIA TOP Or COLVICAFt Ta F"91190 CRW. I I.--- AK��-�. 3� 6 - EXCAVATION DEPTH AS SPO" C14 JI.MS OR TO FINU Be*t4 SOL ~ I � � �111r EMYN �� -a D-1 CIRCULAR PIPE I - - d - zz I I � I PLA . 1 0/2 , , -1� - I � , , `�� I I- d - � "'IN , -, -I .. A. 1-4" F 7 T TL 1, 0 - OtqSIDE DIAMETM or RVE. z PLA1,1 I Il III se Il I I I � C - - I � MER III P 0M Ff at Me, V T 91 Z d - INSIX I OIAWTE* OF PRE C a - it" I, 4 We. lat -10 -�j X L 10 i 3. x !Agu 4 W'O* TK-V ""ENITY Or 'W Pft� I , -MMINS I 't, Cr rK a - r -- LL -4 r- I fnvox , .- 1( % P'. 1,,L 0- X = - - awa 011 9 um Irl FOUNDATION S 4� " � %MY 9L EM"Ar.0 FOR 13 � I 11SIEM -----., MAY- 110". 11C F*-) . rAm I 'C", M. 1 ,' '' mt, - VK � - - . -- ,- -- . NORMAL EARTH FOUNDATION � RWISE UNS � ,", W OR In& , I.- —L=1- � - ;;',I- Rq�*�, ION I I OTHE - I - MA LRIAL I I � A / I rt , 1,; , ��, , , , ,w I,A� S, I OF CLASS I BACKTALL UATEIkft FGR I I "I'll , F -9 ,f�*, I *A t 9EXCEM PLASTIC PIM W, " I - ��, I I I - D — I [.i i ----4 1 1 ---- ,I , � u 11-If" 11 I — I I 1:�� I.... I S. I NOTES �W_- I I-- ., LINE - END VIEW I , - UN, 1.5 . 0 -1 - "-IIA4--� , I I f--`I"- 1.5 x D !� Es 't R--I I 6. I I SECTION X-X IIEW I I I I I .-,,, -'y'q , I I 1 7 404 X &' SUOOTH — 5 AT -- Y M THIS MCA MAY BE CAM- IN WNIW CASE - - SECTION x-x I I - `� ,j�,� k `14929eiop 6FIrLL Top OF FILL—% I I OEM or KIT (W TO BE SMVIN ON PLA%S6i I � I I r I n,rif,Ai mor � I � 12- C-C TO BE PLACED IN ALL AKA� AWAZEhF f tv,filn�mljmls WILL AFIPLY C*LV TO 2. M IN, OWNSAM SWAIN ON THE ST"ARDS 10 MITTING COKC-MTE TO FRCVENIT LeAqW5, rR - - - SiTTIL"NI, ,a ow W& rw -fie ouirALL 16' SHOWN ARE fOR DEPIF! Toe !j%Z%Ak ONLY S. g; WACTM WMP HU TO BE LOCATED TO S, T I PLA14 "tr ORAD41131r� AP I L Alup HOLE 141TH MOTO , FOR ESIDIATINO PURPOSES M TIIE ACTUAL 12-XI7- PLASTIC HPRDWAW CLOTH $14- WSM DF , DIVERSIONS SMIL BE DETERUNE0 BY THE OR O"AM(ZE0 MO. VNW-W$W�V. YAK THIS jal 01 I '.. CONTRACTOR FROM FIELD CONOVIONS. AIDER 4 MESH HARDWARE Or CONCRETE FOR EACH FOOT "ZTEUM03 I CIO - ��*-" rolky TO THE CAMIDE I I WHE1N SPECIFIED ON ENE PLANS 11-C ""T IS OF TRE ST*UCTLW. """' -, TO BE SOAPEC IN A=RD*ICE IATH SVNCARD T7. , ,,, e " AS SHOrAW ON SHEET I IS-I. THE CADST Of FAJ: MO" f C6LJI%�070 STUL SHALL HAVE A L94 M 1* 9�. X wATEIMS W,.OENTAL . 1 & � , �- ��, j� �VL L +15- A[ 4.10 LaSdFl.. PM4 1, 'Al � Bo M, 0, 4 0 14CLIVIDEO W THE &D I or ONE go BAR_ . I Bo ��,��� '" � r'. *, ILL wINFORCING STEEL TO RE CLIT CLEAR OF 0" W A_ 1�An EY 11 " "NY OF THE OUTFALL &L OPENIPM BY 2". 1111`1"ALL11 EDIRS TO 8E*3. ,*" THAM IK BOTI(N OF TIC � I I STNUCTkIRE THE WENT OF THE STRULTURE 11. CAST -IN PLAM CONCRETE IS TO BE CLASS A3 20- W"M INLET IS I IN &',&* WEDUIN, BACK OF SPAL BE i�� WITH CICNENT WORTAR TO (3000 PSD - MISCAST CONCRIETE IS Tr BE PLO ts TO or S*M TO CWORL4 TO PRIEVEN! SIANLMD OR PONDIM OF WATER 4000 F.P. F"Opmo CURB. . END SECTIqq, SIONS Fft PAAK-nR � - - ��*A-A,��, jfti�,Z, D E ;r , ,4"�, ,, � 0 w .. - 'r-o" M ,�' 111"t : i i,ft �� IV- Z-6" 1 1 IF - -, ,�"4 , 4 - f 40, '�r.tr A..W. 3-o" i� - WVA7 -- - .Elf', .1-r '. . S-61 Tly, .r 4'.-]D' -- *I.'-- -L;:�- 21-r W-r 4 If. I T-O. VAr I . &- . 51- . ..2jr, - I 4. A . I �� . —36, I -422:- . .r .... �� - - 4z! r-91 y-y-, ff-W �, I f 1 I= 114�- _T= f I -0" * 27-1 - X .9" I - . f. P �� I - r �- I --�] i I � ENO: SECTI%I DIMENSIONS m �--*-Iw � �MK]IMOMDM IIIIIIIIIIIIIIERMNIMMIKZ1111111mgm I*-V=1*3E,M I WW1M9M=WMn0MN WMIIIIIIIIINIIIIIIIIIIIIIrZI-MIIIIIIIAM NFZ.W mo�orz,�MMEMmor�g=mmz",M' W-1�W0Wz1�MW=in1WkW1NuAM sommu�off�mmmkmAmm=2mmLlm mmolu�n&ymzm-l��SI*WIVAK.wl2m offmo�Ioffivniff,zl7imw,.T",ARM M-M M sommu�wmz:ummc;D� 1WZ; M,v 1. I MERMIKZ01NE&M WMEW111-9awmiIIIIIIIIIIIII711111111 WERME�LNr-MMM=pw�X�N I — . � . I � I I 14 11 �11 I -=== - � 11 11 1, �, �� I ===" I I� S, . OIJT - S3E $PAN .�ANERS;IJ14 OF PM i. ,- 2- S2 - HISEICSPAH D"NSID" OF We' I �, - � 11 f . IL , ,,�Iyj,L ��Nw owww" at I 11 0. 11 : , 00 THE 93CINACY OF TOE P0.6. O-1r, 01, . I , ,��.. 1 4.1 I � I F; (L4WOAMILL Tj d - ::'� . I � I I a, % Is LESS I - I Z "Tim %! I I - I , , AM GPEATER , �:� ,'' %I,SMX I I , r I � .. w;C- � I 5� wk"Aflwy I E XVINATVAL MAY BE E1,111,14TED FQ3 1 I I , I A PE WHER , - ON . � I - I 0 z ENT AME P& 5215 38; 1 1 1 2 11 �'t J& 27!!j 1 ... I , I , j�.,�,�, , � I . .. � .0 ,?;� , I` I LFZjjjjjjjrjgj= . I � - - 0=� III I I � 0 � . , , , tuJHY C RECU!-M, a �',,�IEWAL &#AY �L , ,'4 P, or CLASS t RAMILL MATERIAL FOR kwwwKc I M a �-- W, V��,� at I ' ' T &FLOEMOJI , - WHERE S 2 6 36' OR LESS MO, � I V � x S" fl�" I BE EARM I I ' , �-- I __j � , N[AL 1/10 I . 00 . BID MATERIAL I P V- .IV. IPE ARCH ' I � v.r. I � I FUNION AmIt's', ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR I WAX 14 iOTH9RWISr "Ni�RIITAI`21 9; &A rol 1, S - SPAM 0449MOW OF PIPE- . � - - Of Pff I - - " THE STRUCTURE, THE COST OF FMA1510111 --- M L Z% . - - - -.. ...I.... , -- I I I ______ tB-SEEPOATAUILEF AP7X tPip AAtmk I AND PLAMS ALL MATERIALS 40OWAL 70 12. LEWIM OF SLOT (1) WILL, N rvmy CASE. or . PrE _ —_____________ L CL.48 I%CNF L G IS TO K 04CLIXED IN I HE BID SWAN ON PLANS. r I PAY Log — 11" 1 ,1'1'�, �,)- , 4, X - WID71H OF ZA EINALEOVEYOND THE EXTRENny OF TH-1 we� I 1 A15 "O. THE 511RUCILK, I I ,BE I I _ . it : Ir WIHE#z S2 0 r, T . j ,,I �,Itcl r- CW DI I � �� Lgx."Nw ... c 0— NOTESi, NOTES: Ir WHEI�t 52 r') ,,,, lrmga 5, STEPS MRE1O BE MOVM WHIEW H 6 4`0` WEMAL GLITTER IS TO OF - -11 q� 11 I 1. W VATMAI. NAY K CLOUNAT0 FCR OR GREATER, FOR fWTAI,S SEE STANOMV, lf-, OMIM 4SEE MEW) PIPE LEMOTINS 940*k ON PLANS ARE FOR PLASTIC PIPE. THE ULNTS Or TI* CLAS$I BACXFXL MATERIAL SMALL BE HERE DIRECTED By INERSe'IMMAR6072PE ENTRANKS PK WHERE 22 IS 3&' OR gp&or EXTENDED TO 12' ABOVE THE TOP W THE POE, n%A1=11TVIAAV , 'tNo-SICICH DEWN %OWN Is- on LESS. %� " ITEM 1"Y K PRECAST OR CAST-*�-PLACE, 14. VANDA" 14LCTS 1AAr W CONSYROCTED VAT111 . . . - �. � " 0 -. I T. F THE CONTRACTOR ELECT$ ,- C I Como* TE e-OOKS IN Acctmhwic writ ikv TO I= TIME ALTERNATE D� HOWNSON I - I � rOA OthERAL NOTES ON POK BEDDOC SEE INSTA,tAlION OF PIPE OILVERTS I 141E BE MZ:A%rAV,I SA%11VA � I -4f - it j ,jWUiO* E Rr'? OUR Roijumr � DUALS S�WPN 014 SIANIAREI I)PAWING Di -MD THE WILL Wo Y , 14 " STCRU SEI*C;6 GENCAMIL NOTES 64 SHEET 07.00, , TI-C 9001014210"Vow-umn ,V" 1 I" , I fg&% 474 'T IN .� ,� --4.9 "'' MIDCRT OF COYER W LESS -1 -- — --.-- - Se,"t 2 #I i j / SLOPE DETAIL I, = r4ANK101ENT ' � ' ' I it 10 4,1 I IRWO—wm — ------------ 11 - - --- - - - - -------- --- .-- 1901*102 B OP INLET SPECIFICATION I NECOVAINXI --,---- I momm INSTALLATION OF PIPE CULVERTS AND STORM SEWERS -- --------------- JE��.T ----------,--- 21" 1211 - 30" PIPE. MAXIMUM DEPTH (H) - 8' FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS ftfi�o CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV, 7/0 INSTALLATION OF PIPE CULVCRTS AND STORM SEWERS - 302 VIROMA DEPARVINIEW Or TRANSPORTATION 10,4.10 302 VACUA DMARTUENT or TRARVMTAIM VIRCINI& WAP"M or TRANSPORTATION . I � , 1 -73-- "IRM -- I I I I -1�1`11 ,, I I I - F - I I.. I ,% DEPARTULNI, � I � � - I I � -- ---- - . - . - ---- I- - --- - u, I 1,r-, " I I I- . 'OF IRANSPWATION I � VOWAM 302 - " — :��,,,�,�,,-�,'�,!'.�; , , 11 - � 1. � ' �"""`;-"" ,�, ,� I-- 1, - ,1.; ... �, 1 I - INSERTABLE SHIE:P-T A97 - " ,:,�, I � , 611"I'l-, - !, ��.-�;.`, .1 11111-11- I- I - I -- I I I 11 � -1 e� � ',,,,�'�, � I.- I � � . . I I ...... ���� A87 I - � "I - " - - - -- I - ��"--,,�,-,,.,>,���,,-�-"-"",!L-",--,-�""",,-."�,-,,,,-,�--- — � I - - E� I I I I I - I I I - I , I BLOCKOILIT FOR POST MAY BE 00T RbLLEO OR WELDED, , -2 A I �9 , I � I I I -- I -42A� I TO BE TO = - I-Y.1, V 6. .. cc I I I � � 10 f OLDCKOUT FROM Al T)v &I , - �—.--------!i���-!!!.��ER-1���,�—,IqT-�--l�---..---- I �-n I KIM I I I I -IV I ROTAKI'm . - � � � I I . - I r, Sfl- WTI.- 7--i 11 7W <*M-5 SLOK �N` 1". GRACiL AVItOACHU � IX CLARDRAIL r-AWKAL. *-) - . W4690S r*L —I — 31 . I � ! 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CDNCRETE�15OST: SttEL POST , - # ",& ----------f- 11 I — AIL POSTS . I --- - "rrrr�, ,�,�,k%,Ip, '4,,'i,� I � I , �&�.,,&'-��'O, :, Q,'�`;, GIJARDR I �'.""_'�,'',��l,,',�z,�,'�!�", , 9 2 I , � . 11 ; - r. � " -' " ' " M.", ,� , -1-,AQ ---k� �1-k� SECTiCK? 30 , I . I i,:,,1,; "T. � "�.WA -L---A---.A- & I � I � I 1 jI4 O'A. ,Imm, __ ;_j `,�,12111. �� " I �- 1 - � L I I . 11 I " I ., . .: -, . I I S PL Art , - ., I—- - ".. UK I . I I - ID11VL no . �� 1001M M GR-9, TERMINAL TO D GR-8) GUARDRAII ' , aN PIPE IDOWDERS I - .. NOTES; I - __ OT u - Im Mo zMa"W SWS or P"S - . I . �i;� �-# - I I .1 Y A , MABE 51 C %, " TRANSITION Mo," , , � � I A -KI ." � -'� I AM ENCOUNTIM. .. A . --: I 11 I -7f �� ''I 1. WASI�e THErf AS DIRECTED SY ENCKER. I � I,,� - I � - I I "I - � 11 "I -,"'i , ,�,��i,�,,��,,, , , , 1,:T� P-Clt OES",E - 34 SL,CPE VAN VW -0 HINGE k,"KNII!O4 10 FXrTiNG, %-Off AT 14WE � _ rn jW8r"L " ;,,�I,-, ,-:n',,",' ., �,�,:, , �,,,��, I � �: , � tT � C, Gg &qF . on TO DRAIN . i g� I ,�, ALL TIT I -�'ALS Cf Pobj AND BLOC4A.,Tn5' �10CCT �n. 1501.0& - - 'I, -1 I I - .... - I - .1 , � I . \ \ . 6"RI (IF � � A, �� - , . .. j '�,.,��, ,;"'.�":L�:�-':'-',��",�,�',','r �'.;',ILII' '��":"', "� �"',I�,�el,;" ', , - :FE W-T'F 2 --x�A - t . I . J I I � I . .?� r z 4 1 . - - FnR ftFIAO.S Of ft,k F-L N;4AL SP'-!Cr �Dh-.%'-X.iAA IN � - , � I I I "I I ��V"'�",��, � "'' , , - , , I I I -Af1fl 1 � IsaaOF I iF ',.�',"�� . I .ii - - , � 11 � , � � . 11 uty fee THE ��ts OF Ittmirry, -----:---- M1 I I-, ,'11: � I , �, I- , ". 51113:7 AW) 5CTO7, 1. ALTER % "I"T1.11111nuoEM" AS VLCH COTA40E AS POME - ^ , ---Fp I ,�, - I . , I r - , , � I I I INS ONANING 5 TO APPLY I CD % % - , I , -------r I 10 :-T--T � 1- - � I . - . AS�� , � � �-,w I-04111Z P�A,41 , i I � .1 - � , \\ OutUT PIPE I V'*e i , � -- - - ------------ T.--,--,- � . STVE!MW.E TO BE . ZED, . - fL* D� , _r , �p gow*'m j N, �w ..� -1-1 U �'NJLE � NOTES- % I - ry ; , I SHAPINI; IV WINHOLE AM 01L ONANCE 114TH 11. % \ . A I 10 0 .. t i AACK4F PFAIF`�'P? )UPWOME SM I IZE ; 1, IT *T71wit , r . . � ; A li� A I I . WWK OfART OF prf IS , I % I 'T4. BOL I I � . r �,a V " .. , ,� I IA�-.g -'M S�Cll ou;�iVUD ,OR RAW I --- - - . ,�, 11 �K I , , � � 4 IM 1� 7 W, I . T. . �5 �"` ! ;. , ,.v4, 1 : Bjm.'j,to-p I " .. Hour � I �FAX - ye MILE 1 3. FOP NW% OF QvnixL ELEWair SPLICE 1, � I 1b . I - 9aESUnAn2A-0A,t WALS, OVAKSOO� WHMSS, W �T"" Z- � , ''I', .A �, . , , 11, I ' 7AGr,W -r �: � I jr � � I . I - - rA,-4 MM.1 �R V Meva�, �3 9 , , ip, 1H&I. , OP INLET IS TO IN FORUED AND CONISTMJCTED . 7- 'A - . 0 ;1C, ETC- SEE 9 - WS, . : Gu 'L, Ost; aE SET P.Lm., P , I � , � 1 7 "O'. ,.1rC ,-CN I - I �� I I I Ag i rVT=FF09VRA7Ck . WITH APPLICABLE STANDAM DR SPLCIA!, DRAWW� -W, ULW� OCK - I ti 561MOTI I 5ROQ42. . I : � I -v,-9 ., JF I I � : -, - , I 1001 I g �� I I THE Wig" SHONG AS OET��[() HERLION S TO "WAT OF A A- I uftru - I I � � r I 011� 4 IS, AM POSM SKAU JOE SET I % . rG7 REMMUM �, I I "',". :: ., .1 I I I I I I - - S2 I - - - ,- - � - ,. - I -WEPer C09CWT1 WX OCINPOIA&W TO CLASS A3 OR 'I V' Vo R 'a - W494L " �" 4. RE G W , I . FOWE, Ali KR �j,%�� " 11 � .� 11 , , , I `�, � I _ I , � / .... .IT, !to IN W. WW I �� � - � I ., �.; ..: , � - r . VT 4 �-,,,, W`�i��uo 1�6" To TW AlwPCILIPE'S MIALLATION - -��-- -- , a 1 , - � -- - ?"MINVIR I Ii ,&fr1,;j& I - � - i - , i� RIAE1,11" � . � � ,�'Mv ,�F "- L, I I I � '§ "Owr _�, , -- -- � P . \t " I 'i� � ./,!�� ... L I ,,,, "j��,;.,� " � � "I'll I I �- , I I 1. ,',�, �� 97t - - I 1� I T� sm I ; 1116d r!R -/ W F&STRTECIftCAL , , SE M bcf� , , - � I -�-- I TW7 25X OF CDARS & - ,,,.;L: I " RE SEE MATERLAI r11 IT f* 0=�,-Tx � AN FO AS , I 1�, 11 "I I I U's � - I : § SEE W'TEIS. S , ItIMN Al E - . - �� , � -1 - .1 . NAIt. , - � I �� � P - N-TER'AND CONSIST at - - r -�� � -- �� � � I � � - I . fl, I , NTH A I ", " k N �, VAQu Comm rE ON MOWN cow k T I I 4NytW.%5rW."ruv=R % � I 4t M z VI ,14L ,1CjWASf11 ,AT " ". - - 4N &�4 -' I 11 I 1, � � �',�, - . I I � I I �, I I I 7 I � CIA, , ,,, , "t " , I'll, -�� ... 11,11 , ---,-" -- . - ----JL I � , I � � " I 1 6 � 1 3w� - / 21".0i SLC,!,. I � 1. 11 ... 11 " , I 10 ��, 11 ,") i , "" I I I ACXFCCATE SIIALL REMAIN EXPOSOD, 11 111 -- t a - �� ' I ,; I r I i M!�, , me : - , , I I - r! -- L,O�=- ,,-�, A.J� mub . 0 , , - , - � " W0374 by WCAN5 OF ! t k "EIGHT .)F 27f, I 4 ELEVATICN.PAVERENIT I - , 5 1 , I OR 910 MAH B , HE - =L1 - .^1.E"WWE BY L "I'll - -, I ----- I - � I . C IMET rA*SL co I ", 5 1� I - 'Me 0M � � � I Ij I . 'A."*"y - . . 5 I I S�SU 1117�LJFID , - 4 A ,1'1�,,'�� , - , , - I "-LE . - I . - It I . I 1, I . soutitiRN roor-, -- SOuTKft" PRC--- , ; I . S. 011NE Mt ON BOTH g&SM1kj,TM 2A" , , - , . I I i A V`T� 1 L , I I - . � I �" I - I 8� .1 -� I , 11 1 , , r ,, I xj I v T I i�101'., I � I PETALS OF VVERT SHMM'AS SHEOWN HEREON ARE FOR EX* I AFT !Ifta CLACONAL ST$ 1 D �g P ----- TOP On BOTTOM at ALL ti-HEAU NAILS 'SMAX OF � A.-PFD IN tNF Oktt:T,roN x'W, . 4� �1� �",,",. -AMARD CA-), -FRk"" t&VVAoaY 7 0 BEST PIT 44 -PARTICLIL AN JAIT -AND C4TCEt - -- BOLT IS 041kizo. - — L-j VE-CIA.-A TRAVEL PC; RHE FINISI'M IMARWAY, � W" :�-, - 1 : -�- - - I- ., � � ,; ,� � � CEN1TQLftT01 NO FLOW LINES. -8 -� ----I L-�, .-- � -I �4 � C� 00 NOT CHANCE 14 LAPPIX OF TERMNA. �011 ANY VeTA-LATOW, ;NSTAL TED. " I 1`11, I I.. ,,, I GJARMAL 4S YES � SECTION B f -1 * SIMDARD WASHER TO K USED OR LASr So' I , -11 . L' I �, � 13 , I I I I I --k- � , I '1�01kiol>� I 11 PLANOF RUPI OFF ENO Owy� I � , , � "I ", ' "�� "' " "� " � ;",4� , , I - , ,,A,6,1��, Ir�"I'l��,�;���-,�""�,���;z.,,,;. �,,,�:�,-'- ��,,�,,���;',, �'�,�'u ,, ,-,- . , _�', I .. �ii� , 1, �.'�,� jlg" r I �� . r � 1, , � L � : ,�r � - ENT IN MANHOLES I , '147; 6", "' " �,: ,,��, ,,, 1� I . �� 6x8 V400D POST ��il " ,�� �, I%-,--,- , V, " , �, " 1�1 - . . 2 " ,�, "','", ,,,, 11 I � ,�-, ,� �,, 1� -�M1-1,111 7, , 1,1, 1�",' 111. � I ,� I � I - -, � 11 1: ,� ;;; � - ., , 1; -, * Err ( Cr I I I ,111,�,, " , , � , � � 11 ' ------ - ��T 2 OF 2 - , � I I � I , , IT -, 1110110MAM WCVW= 11 SAC�CA710ft ---- -- - - SKCG CA r I ���--�-------,---,�ll-�11----,-"�I - -�&, 'PE.;, Isnou STA W BEAM GUARDRAL (STRONG POST SYSTEM) NIEUM REVU,IENCL I Wf Llz�zr I I I -, I F SHAPING MAINHOLE & INLET INVERTS REV.7,105 221 LD-OUT W BEAM GUARDRAIL (STRONG P-CST SYS i EV) - ALTIERNAfE BIREAKAWAY -CABLE TERMINAL � GUA��DRAI[ IERMINA-- iNSTAL-AHON SII'F' --R-7PARATiON � 31:0 VIRCINIA "MINIM OF 1,V&4SPoRTAFaq 11 235 221 N 0 FL ArR E R-EQUREI'VENTS �CR G,R-7 cc; VIROW "r" or 1R.11ASPORTAtIou 50I 505 VV&lm SMART" Or "ftANE�PMTAjN7N I R�V, 7105 ,- ,- . . . , , I 01V 7,?041 1 � I R" �, 11 VI - , , I - , I - �, .. , � ".0 - I — [��.=- '7�-] ....... . I F---,,-z I 1"... 11 I'll, -1-.1-1- 14, I'll 111�.,, ,�&',� f--1---1 VIA0 , WDEPABIOMIt V, TPAWSPOrAIK)", - , 11 I bctts' - It -_ -- - [::�OE - - ------ � - --- , .. 4,,,� � " , [!! ; I ,,� zw�I, �r,y��-,�,���,�,�"",;-,"-"C",c�-', , ..-, ---. -- -- ---- I V = STREET APPROACH SW :0 SWACINO AS MAMINE MAINUS TO K AS I 81 I A -n ROADWAY . SMOR ("I PEWS) St C C # I I I . I I WAICS TO SE 03 412T a A � & / storm IT( SHIOWN ON PLANS1 I I I , / IrL I �1, I - - � - - - -- I ,le CLASS - SIDEWALK I0 I X 4177 -- 4 I OPTIONAL. V , I FLOW 04 ---- ---- f**0A*W0BBN JADW I -��-� -- JMT SECTION C-C . . .. .. NOTE, WIDTH -W TA" � - N101INLIK ROADWAY "to" ON Typo s0c'ITCH, A-J I PLAN VIEW I M CONSTRIACT GRAM O-W"$ WITR A PARAWX QIJRW� I . g W-HEN 714F ENIRMCE RADIONNNO-I ACCONNODATIF I THE TURN REO $WM OFRW 'ATED FIEAVI I ,,a, 11 HE P, ,k. . 79txK I WALK 6 am F101PAPAROLIC CURVE THE L&QTS Of THE RAMSHO" BE &t QLAIL _.__---- D W.xol","o 71. 1 RZ.01 RUITMIC!'. .L-1 I 0 _ D STV &114rHVS,%rO&W ZWOC ROAVVA,V , Cjt%"T a 2 MAX - . 1) -:#*I r, SLQ`K - - - � W MIN�, 40'bft FOR SIR11 I 1) " ro". R111.111M M&MIUMV - $TAU K��.'r.!R ...IAE MID ,.,W..�� 0141PEO IN ENTPINNCIE THE ENTRANCE.% SECTION A - A RAUK QJIRB OR C�rAeTIOIN SHAL E CaM I It Mo "TER SaPCCTEB CUIDELINES FOR GRADE CHANGE D I BE IRE R1W LHAE EXCEPT FOR I I I REMM PURPWIES, � � wit" N STAN13NNI I . IDITPLIYOCE VOLUNIE DESIROGLE MAY11160A CC-3 Z0013".1015TON THIS STANDARD IS TO BE ADJ4TUD TO MATCH T14E I 161"TAXIE CLIPS CONFr"ATOOK. WA NOW THIM -1500 VM 01 3% SEE SIANDARO CG-12 FCR MR19 RW' (*S',--�k MWto 4500-1500 %?Pot 13% 61 io BE USED "Im IN* 51"An. � LOW ILCSS THAN Soo VPD1 .5 a x a% )K " A FL ,�%Tq IS�Tr 4 coNsTRucToN or Qu,^ PROVOC POSITIVE IDRJUNAGE ACA%S THE ENTRANCE. r W* go (A%"Y P5?1Lft WAR191C OF A 7 10 C ODE POWING OF WATER, - � =HN . CONNECTION FOR STREET INTERSECTIONS 302 Altv. 1?iol � vomm w,wruemr or TPANSPORTATION -- I __j -:��-- I �—j TURN LANE ARROW aKez Tort, di'MO I a re it.. k a." m 0*2 ,r at, 'Fedp,q- 'A.*,� Am od"rWco .M� Vie, :. ottw.ko ,Iwected ly T,.,1iG. rrxir� thart 100`�,I%e rrlr�.&*2 ow = 42*". / 4'w-irq). T,,UWft,,, *Y or lm� do MI use weq-� I An: I A " 3or V "" 3 M-1 � I A., I:= .Q" ��-.?,71 IT V. mv turr, I. - I Arr� , bwt*d 5V back tram staptar ar trd a'" "' JOO'. �n.I 2 *,("I 11 Z.a: =;z, vl--&�,ul ."to.pobt1h �,vf, 'Ar". I .1 lamit &-. . a.d 510P -11, =-L. Z-Vit q- In Z. . 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I I - I , , AM GPEATER , �:� ,'' %I,SMX I I , r I � .. w;C- � I 5� wk"Aflwy I E XVINATVAL MAY BE E1,111,14TED FQ3 1 I I , I A PE WHER , - ON . � I - I 0 z ENT AME P& 5215 38; 1 1 1 2 11 �'t J& 27!!j 1 ... I , I , j�.,�,�, , � I . .. � .0 ,?;� , I` I LFZjjjjjjjrjgj= . I � - - 0=� III I I � 0 � . , , , tuJHY C RECU!-M, a �',,�IEWAL &#AY �L , ,'4 P, or CLASS t RAMILL MATERIAL FOR kwwwKc I M a �-- W, V��,� at I ' ' T &FLOEMOJI , - WHERE S 2 6 36' OR LESS MO, � I V � x S" fl�" I BE EARM I I ' , �-- I __j � , N[AL 1/10 I . 00 . BID MATERIAL I P V- .IV. IPE ARCH ' I � v.r. I � I FUNION AmIt's', ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR I WAX 14 iOTH9RWISr "Ni�RIITAI`21 9; &A rol 1, S - SPAM 0449MOW OF PIPE- . � - - Of Pff I - - " THE STRUCTURE, THE COST OF FMA1510111 --- M L Z% . - - - -.. ...I.... , -- I I I ______ tB-SEEPOATAUILEF AP7X tPip AAtmk I AND PLAMS ALL MATERIALS 40OWAL 70 12. LEWIM OF SLOT (1) WILL, N rvmy CASE. or . PrE _ —_____________ L CL.48 I%CNF L G IS TO K 04CLIXED IN I HE BID SWAN ON PLANS. r I PAY Log — 11" 1 ,1'1'�, �,)- , 4, X - WID71H OF ZA EINALEOVEYOND THE EXTRENny OF TH-1 we� I 1 A15 "O. THE 511RUCILK, I I ,BE I I _ . it : Ir WIHE#z S2 0 r, T . j ,,I �,Itcl r- CW DI I � �� Lgx."Nw ... c 0— NOTESi, NOTES: Ir WHEI�t 52 r') ,,,, lrmga 5, STEPS MRE1O BE MOVM WHIEW H 6 4`0` WEMAL GLITTER IS TO OF - -11 q� 11 I 1. W VATMAI. NAY K CLOUNAT0 FCR OR GREATER, FOR fWTAI,S SEE STANOMV, lf-, OMIM 4SEE MEW) PIPE LEMOTINS 940*k ON PLANS ARE FOR PLASTIC PIPE. THE ULNTS Or TI* CLAS$I BACXFXL MATERIAL SMALL BE HERE DIRECTED By INERSe'IMMAR6072PE ENTRANKS PK WHERE 22 IS 3&' OR gp&or EXTENDED TO 12' ABOVE THE TOP W THE POE, n%A1=11TVIAAV , 'tNo-SICICH DEWN %OWN Is- on LESS. %� " ITEM 1"Y K PRECAST OR CAST-*�-PLACE, 14. VANDA" 14LCTS 1AAr W CONSYROCTED VAT111 . . . - �. � " 0 -. I T. F THE CONTRACTOR ELECT$ ,- C I Como* TE e-OOKS IN Acctmhwic writ ikv TO I= TIME ALTERNATE D� HOWNSON I - I � rOA OthERAL NOTES ON POK BEDDOC SEE INSTA,tAlION OF PIPE OILVERTS I 141E BE MZ:A%rAV,I SA%11VA � I -4f - it j ,jWUiO* E Rr'? OUR Roijumr � DUALS S�WPN 014 SIANIAREI I)PAWING Di -MD THE WILL Wo Y , 14 " STCRU SEI*C;6 GENCAMIL NOTES 64 SHEET 07.00, , TI-C 9001014210"Vow-umn ,V" 1 I" , I fg&% 474 'T IN .� ,� --4.9 "'' MIDCRT OF COYER W LESS -1 -- — --.-- - Se,"t 2 #I i j / SLOPE DETAIL I, = r4ANK101ENT ' � ' ' I it 10 4,1 I IRWO—wm — ------------ 11 - - --- - - - - -------- --- .-- 1901*102 B OP INLET SPECIFICATION I NECOVAINXI --,---- I momm INSTALLATION OF PIPE CULVERTS AND STORM SEWERS -- --------------- JE��.T ----------,--- 21" 1211 - 30" PIPE. MAXIMUM DEPTH (H) - 8' FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS ftfi�o CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV, 7/0 INSTALLATION OF PIPE CULVCRTS AND STORM SEWERS - 302 VIROMA DEPARVINIEW Or TRANSPORTATION 10,4.10 302 VACUA DMARTUENT or TRARVMTAIM VIRCINI& WAP"M or TRANSPORTATION . I � , 1 -73-- "IRM -- I I I I -1�1`11 ,, I I I - F - I I.. I ,% DEPARTULNI, � I � � - I I � -- ---- - . - . - ---- I- - --- - u, I 1,r-, " I I I- . 'OF IRANSPWATION I � VOWAM 302 - " — :��,,,�,�,,-�,'�,!'.�; , , 11 - � 1. � ' �"""`;-"" ,�, ,� I-- 1, - ,1.; ... �, 1 I - INSERTABLE SHIE:P-T A97 - " ,:,�, I � , 611"I'l-, - !, ��.-�;.`, .1 11111-11- I- I - I -- I I I 11 � -1 e� � ',,,,�'�, � I.- I � � . . 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I I t--J,,�, " I j 1.�,� 011-- I '-� SECTION S , 9 attitit smALL � , �TO K` M'. I - - - I " ,L, ., &�A�F�,`,`,,� � 4, � �, � 11�`LEVA710N / ,V� I ; , , �W',,'r,,',4j,.,4,,, ; " ST'D. GR-a 1 � . � I � �. , - . :11, g , � - - � ��-��- -- I � , , - , �, , I I V- %1WQ2,Aa , to � " , 1'7:1'� -,'P,�,I"�� ,')��- 'i�" , - Tr -2, 8 a ar.11 IWEAK Poill � I., , " - "1`11111 - -I" - 11 9R-9,1T --J-:��'L `��', I .. I � � I I GUARDRAIL INSTALLATION I �.� � 1, � � , I ��,� ; - ,"��I, , � I I . I I I I :,\� �, : �- � ,M�I;j ", - 3 " ----, 11 � ..... .. �L 1, �. � . . � , 11 11 .- 'K ., &I", - ---.-------- - � - 1-1 I SITES REQUIRING LONGER I �� , I , , gki"', r - 11� "'f'��,,J�il � .. �,�. �W �,.,�q' rg��,�1, I "I T IN DROP IN;-ETS I . CDNCRETE�15OST: SttEL POST , - # ",& ----------f- 11 I — AIL POSTS . I --- - "rrrr�, ,�,�,k%,Ip, '4,,'i,� I � I , �&�.,,&'-��'O, :, Q,'�`;, GIJARDR I �'.""_'�,'',��l,,',�z,�,'�!�", , 9 2 I , � . 11 ; - r. � " -' " ' " M.", ,� , -1-,AQ ---k� �1-k� SECTiCK? 30 , I . I i,:,,1,; "T. � "�.WA -L---A---.A- & I � I � I 1 jI4 O'A. ,Imm, __ ;_j `,�,12111. �� " I �- 1 - � L I I . 11 I " I ., . .: -, . I I S PL Art , - ., I—- - ".. UK I . I I - ID11VL no . �� 1001M M GR-9, TERMINAL TO D GR-8) GUARDRAII ' , aN PIPE IDOWDERS I - .. NOTES; I - __ OT u - Im Mo zMa"W SWS or P"S - . I . �i;� �-# - I I .1 Y A , MABE 51 C %, " TRANSITION Mo," , , � � I A -KI ." � -'� I AM ENCOUNTIM. .. A . --: I 11 I -7f �� ''I 1. WASI�e THErf AS DIRECTED SY ENCKER. I � I,,� - I � - I I "I - � 11 "I -,"'i , ,�,��i,�,,��,,, , , , 1,:T� P-Clt OES",E - 34 SL,CPE VAN VW -0 HINGE k,"KNII!O4 10 FXrTiNG, %-Off AT 14WE � _ rn jW8r"L " ;,,�I,-, ,-:n',,",' ., �,�,:, , �,,,��, I � �: , � tT � C, Gg &qF . on TO DRAIN . i g� I ,�, ALL TIT I -�'ALS Cf Pobj AND BLOC4A.,Tn5' �10CCT �n. 1501.0& - - 'I, -1 I I - .... - I - .1 , � I . \ \ . 6"RI (IF � � A, �� - , . .. j '�,.,��, ,;"'.�":L�:�-':'-',��",�,�',','r �'.;',ILII' '��":"', "� �"',I�,�el,;" ', , - :FE W-T'F 2 --x�A - t . I . J I I � I . .?� r z 4 1 . - - FnR ftFIAO.S Of ft,k F-L N;4AL SP'-!Cr �Dh-.%'-X.iAA IN � - , � I I I "I I ��V"'�",��, � "'' , , - , , I I I -Af1fl 1 � IsaaOF I iF ',.�',"�� . I .ii - - , � 11 � , � � . 11 uty fee THE ��ts OF Ittmirry, -----:---- M1 I I-, ,'11: � I , �, I- , ". 51113:7 AW) 5CTO7, 1. ALTER % "I"T1.11111nuoEM" AS VLCH COTA40E AS POME - ^ , ---Fp I ,�, - I . , I r - , , � I I I INS ONANING 5 TO APPLY I CD % % - , I , -------r I 10 :-T--T � 1- - � I . - . AS�� , � � �-,w I-04111Z P�A,41 , i I � .1 - � , \\ OutUT PIPE I V'*e i , � -- - - ------------ T.--,--,- � . STVE!MW.E TO BE . ZED, . - fL* D� , _r , �p gow*'m j N, �w ..� -1-1 U �'NJLE � NOTES- % I - ry ; , I SHAPINI; IV WINHOLE AM 01L ONANCE 114TH 11. % \ . A I 10 0 .. t i AACK4F PFAIF`�'P? )UPWOME SM I IZE ; 1, IT *T71wit , r . . � ; A li� A I I . WWK OfART OF prf IS , I % I 'T4. BOL I I � . r �,a V " .. , ,� I IA�-.g -'M S�Cll ou;�iVUD ,OR RAW I --- - - . ,�, 11 �K I , , � � 4 IM 1� 7 W, I . T. . �5 �"` ! ;. , ,.v4, 1 : Bjm.'j,to-p I " .. Hour � I �FAX - ye MILE 1 3. FOP NW% OF QvnixL ELEWair SPLICE 1, � I 1b . I - 9aESUnAn2A-0A,t WALS, OVAKSOO� WHMSS, W �T"" Z- � , ''I', .A �, . , , 11, I ' 7AGr,W -r �: � I jr � � I . I - - rA,-4 MM.1 �R V Meva�, �3 9 , , ip, 1H&I. , OP INLET IS TO IN FORUED AND CONISTMJCTED . 7- 'A - . 0 ;1C, ETC- SEE 9 - WS, . : Gu 'L, Ost; aE SET P.Lm., P , I � , � 1 7 "O'. ,.1rC ,-CN I - I �� I I I Ag i rVT=FF09VRA7Ck . WITH APPLICABLE STANDAM DR SPLCIA!, DRAWW� -W, ULW� OCK - I ti 561MOTI I 5ROQ42. . I : � I -v,-9 ., JF I I � : -, - , I 1001 I g �� I I THE Wig" SHONG AS OET��[() HERLION S TO "WAT OF A A- I uftru - I I � � r I 011� 4 IS, AM POSM SKAU JOE SET I % . rG7 REMMUM �, I I "',". :: ., .1 I I I I I I - - S2 I - - - ,- - � - ,. - I -WEPer C09CWT1 WX OCINPOIA&W TO CLASS A3 OR 'I V' Vo R 'a - W494L " �" 4. RE G W , I . FOWE, Ali KR �j,%�� " 11 � .� 11 , , , I `�, � I _ I , � / .... .IT, !to IN W. WW I �� � - � I ., �.; ..: , � - r . VT 4 �-,,,, W`�i��uo 1�6" To TW AlwPCILIPE'S MIALLATION - -��-- -- , a 1 , - � -- - ?"MINVIR I Ii ,&fr1,;j& I - � - i - , i� RIAE1,11" � . � � ,�'Mv ,�F "- L, I I I � '§ "Owr _�, , -- -- � P . \t " I 'i� � ./,!�� ... L I ,,,, "j��,;.,� " � � "I'll I I �- , I I 1. ,',�, �� 97t - - I 1� I T� sm I ; 1116d r!R -/ W F&STRTECIftCAL , , SE M bcf� , , - � I -�-- I TW7 25X OF CDARS & - ,,,.;L: I " RE SEE MATERLAI r11 IT f* 0=�,-Tx � AN FO AS , I 1�, 11 "I I I U's � - I : § SEE W'TEIS. S , ItIMN Al E - . - �� , � -1 - .1 . NAIt. , - � I �� � P - N-TER'AND CONSIST at - - r -�� � -- �� � � I � � - I . fl, I , NTH A I ", " k N �, VAQu Comm rE ON MOWN cow k T I I 4NytW.%5rW."ruv=R % � I 4t M z VI ,14L ,1CjWASf11 ,AT " ". - - 4N &�4 -' I 11 I 1, � � �',�, - . I I � I I �, I I I 7 I � CIA, , ,,, , "t " , I'll, -�� ... 11,11 , ---,-" -- . - ----JL I � , I � � " I 1 6 � 1 3w� - / 21".0i SLC,!,. I � 1. 11 ... 11 " , I 10 ��, 11 ,") i , "" I I I ACXFCCATE SIIALL REMAIN EXPOSOD, 11 111 -- t a - �� ' I ,; I r I i M!�, , me : - , , I I - r! -- L,O�=- ,,-�, A.J� mub . 0 , , - , - � " W0374 by WCAN5 OF ! t k "EIGHT .)F 27f, I 4 ELEVATICN.PAVERENIT I - , 5 1 , I OR 910 MAH B , HE - =L1 - .^1.E"WWE BY L "I'll - -, I ----- I - � I . C IMET rA*SL co I ", 5 1� I - 'Me 0M � � � I Ij I . 'A."*"y - . . 5 I I S�SU 1117�LJFID , - 4 A ,1'1�,,'�� , - , , - I "-LE . - I . - It I . I 1, I . soutitiRN roor-, -- SOuTKft" PRC--- , ; I . S. 011NE Mt ON BOTH g&SM1kj,TM 2A" , , - , . I I i A V`T� 1 L , I I - . � I �" I - I 8� .1 -� I , 11 1 , , r ,, I xj I v T I i�101'., I � I PETALS OF VVERT SHMM'AS SHEOWN HEREON ARE FOR EX* I AFT !Ifta CLACONAL ST$ 1 D �g P ----- TOP On BOTTOM at ALL ti-HEAU NAILS 'SMAX OF � A.-PFD IN tNF Oktt:T,roN x'W, . 4� �1� �",,",. -AMARD CA-), -FRk"" t&VVAoaY 7 0 BEST PIT 44 -PARTICLIL AN JAIT -AND C4TCEt - -- BOLT IS 041kizo. - — L-j VE-CIA.-A TRAVEL PC; RHE FINISI'M IMARWAY, � W" :�-, - 1 : -�- - - I- ., � � ,; ,� � � CEN1TQLftT01 NO FLOW LINES. -8 -� ----I L-�, .-- � -I �4 � C� 00 NOT CHANCE 14 LAPPIX OF TERMNA. �011 ANY VeTA-LATOW, ;NSTAL TED. " I 1`11, I I.. ,,, I GJARMAL 4S YES � SECTION B f -1 * SIMDARD WASHER TO K USED OR LASr So' I , -11 . L' I �, � 13 , I I I I I --k- � , I '1�01kiol>� I 11 PLANOF RUPI OFF ENO Owy� I � , , � "I ", ' "�� "' " "� " � ;",4� , , I - , ,,A,6,1��, Ir�"I'l��,�;���-,�""�,���;z.,,,;. �,,,�:�,-'- ��,,�,,���;',, �'�,�'u ,, ,-,- . , _�', I .. �ii� , 1, �.'�,� jlg" r I �� . r � 1, , � L � : ,�r � - ENT IN MANHOLES I , '147; 6", "' " �,: ,,��, ,,, 1� I . �� 6x8 V400D POST ��il " ,�� �, I%-,--,- , V, " , �, " 1�1 - . . 2 " ,�, "','", ,,,, 11 I � ,�-, ,� �,, 1� -�M1-1,111 7, , 1,1, 1�",' 111. � I ,� I � I - -, � 11 1: ,� ;;; � - ., , 1; -, * Err ( Cr I I I ,111,�,, " , , � , � � 11 ' ------ - ��T 2 OF 2 - , � I I � I , , IT -, 1110110MAM WCVW= 11 SAC�CA710ft ---- -- - - SKCG CA r I ���--�-------,---,�ll-�11----,-"�I - -�&, 'PE.;, Isnou STA W BEAM GUARDRAL (STRONG POST SYSTEM) NIEUM REVU,IENCL I Wf Llz�zr I I I -, I F SHAPING MAINHOLE & INLET INVERTS REV.7,105 221 LD-OUT W BEAM GUARDRAIL (STRONG P-CST SYS i EV) - ALTIERNAfE BIREAKAWAY -CABLE TERMINAL � GUA��DRAI[ IERMINA-- iNSTAL-AHON SII'F' --R-7PARATiON � 31:0 VIRCINIA "MINIM OF 1,V&4SPoRTAFaq 11 235 221 N 0 FL ArR E R-EQUREI'VENTS �CR G,R-7 cc; VIROW "r" or 1R.11ASPORTAtIou 50I 505 VV&lm SMART" Or "ftANE�PMTAjN7N I R�V, 7105 ,- ,- . . . , , I 01V 7,?041 1 � I R" �, 11 VI - , , I - , I - �, .. , � ".0 - I — [��.=- '7�-] ....... . I F---,,-z I 1"... 11 I'll, -1-.1-1- 14, I'll 111�.,, ,�&',� f--1---1 VIA0 , WDEPABIOMIt V, TPAWSPOrAIK)", - , 11 I bctts' - It -_ -- - [::�OE - - ------ � - --- , .. 4,,,� � " , [!! ; I ,,� zw�I, �r,y��-,�,���,�,�"",;-,"-"C",c�-', , ..-, ---. -- -- ---- I V = STREET APPROACH SW :0 SWACINO AS MAMINE MAINUS TO K AS I 81 I A -n ROADWAY . SMOR ("I PEWS) St C C # I I I . I I WAICS TO SE 03 412T a A � & / storm IT( SHIOWN ON PLANS1 I I I , / IrL I �1, I - - � - - - -- I ,le CLASS - SIDEWALK I0 I X 4177 -- 4 I OPTIONAL. V , I FLOW 04 ---- ---- f**0A*W0BBN JADW I -��-� -- JMT SECTION C-C . . .. .. NOTE, WIDTH -W TA" � - N101INLIK ROADWAY "to" ON Typo s0c'ITCH, A-J I PLAN VIEW I M CONSTRIACT GRAM O-W"$ WITR A PARAWX QIJRW� I . g W-HEN 714F ENIRMCE RADIONNNO-I ACCONNODATIF I THE TURN REO $WM OFRW 'ATED FIEAVI I ,,a, 11 HE P, ,k. . 79txK I WALK 6 am F101PAPAROLIC CURVE THE L&QTS Of THE RAMSHO" BE &t QLAIL _.__---- D W.xol","o 71. 1 RZ.01 RUITMIC!'. .L-1 I 0 _ D STV &114rHVS,%rO&W ZWOC ROAVVA,V , Cjt%"T a 2 MAX - . 1) -:#*I r, SLQ`K - - - � W MIN�, 40'bft FOR SIR11 I 1) " ro". R111.111M M&MIUMV - $TAU K��.'r.!R ...IAE MID ,.,W..�� 0141PEO IN ENTPINNCIE THE ENTRANCE.% SECTION A - A RAUK QJIRB OR C�rAeTIOIN SHAL E CaM I It Mo "TER SaPCCTEB CUIDELINES FOR GRADE CHANGE D I BE IRE R1W LHAE EXCEPT FOR I I I REMM PURPWIES, � � wit" N STAN13NNI I . IDITPLIYOCE VOLUNIE DESIROGLE MAY11160A CC-3 Z0013".1015TON THIS STANDARD IS TO BE ADJ4TUD TO MATCH T14E I 161"TAXIE CLIPS CONFr"ATOOK. WA NOW THIM -1500 VM 01 3% SEE SIANDARO CG-12 FCR MR19 RW' (*S',--�k MWto 4500-1500 %?Pot 13% 61 io BE USED "Im IN* 51"An. � LOW ILCSS THAN Soo VPD1 .5 a x a% )K " A FL ,�%Tq IS�Tr 4 coNsTRucToN or Qu,^ PROVOC POSITIVE IDRJUNAGE ACA%S THE ENTRANCE. r W* go (A%"Y P5?1Lft WAR191C OF A 7 10 C ODE POWING OF WATER, - � =HN . CONNECTION FOR STREET INTERSECTIONS 302 Altv. 1?iol � vomm w,wruemr or TPANSPORTATION -- I __j -:��-- I �—j TURN LANE ARROW aKez Tort, di'MO I a re it.. k a." m 0*2 ,r at, 'Fedp,q- 'A.*,� Am od"rWco .M� Vie, :. ottw.ko ,Iwected ly T,.,1iG. rrxir� thart 100`�,I%e rrlr�.&*2 ow = 42*". / 4'w-irq). T,,UWft,,, *Y or lm� do MI use weq-� I An: I A " 3or V "" 3 M-1 � I A., I:= .Q" ��-.?,71 IT V. mv turr, I. - I Arr� , bwt*d 5V back tram staptar ar trd a'" "' JOO'. �n.I 2 *,("I 11 Z.a: =;z, vl--&�,ul ."to.pobt1h �,vf, 'Ar". I .1 lamit &-. . a.d 510P -11, =-L. Z-Vit q- In Z. . 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THE 511RUCILK, I I ,BE I I _ . it : Ir WIHE#z S2 0 r, T . j ,,I �,Itcl r- CW DI I � �� Lgx."Nw ... c 0— NOTESi, NOTES: Ir WHEI�t 52 r') ,,,, lrmga 5, STEPS MRE1O BE MOVM WHIEW H 6 4`0` WEMAL GLITTER IS TO OF - -11 q� 11 I 1. W VATMAI. NAY K CLOUNAT0 FCR OR GREATER, FOR fWTAI,S SEE STANOMV, lf-, OMIM 4SEE MEW) PIPE LEMOTINS 940*k ON PLANS ARE FOR PLASTIC PIPE. THE ULNTS Or TI* CLAS$I BACXFXL MATERIAL SMALL BE HERE DIRECTED By INERSe'IMMAR6072PE ENTRANKS PK WHERE 22 IS 3&' OR gp&or EXTENDED TO 12' ABOVE THE TOP W THE POE, n%A1=11TVIAAV , 'tNo-SICICH DEWN %OWN Is- on LESS. %� " ITEM 1"Y K PRECAST OR CAST-*�-PLACE, 14. VANDA" 14LCTS 1AAr W CONSYROCTED VAT111 . . . - �. � " 0 -. I T. F THE CONTRACTOR ELECT$ ,- C I Como* TE e-OOKS IN Acctmhwic writ ikv TO I= TIME ALTERNATE D� HOWNSON I - I � rOA OthERAL NOTES ON POK BEDDOC SEE INSTA,tAlION OF PIPE OILVERTS I 141E BE MZ:A%rAV,I SA%11VA � I -4f - it j ,jWUiO* E Rr'? OUR Roijumr � DUALS S�WPN 014 SIANIAREI I)PAWING Di -MD THE WILL Wo Y , 14 " STCRU SEI*C;6 GENCAMIL NOTES 64 SHEET 07.00, , TI-C 9001014210"Vow-umn ,V" 1 I" , I fg&% 474 'T IN .� ,� --4.9 "'' MIDCRT OF COYER W LESS -1 -- — --.-- - Se,"t 2 #I i j / SLOPE DETAIL I, = r4ANK101ENT ' � ' ' I it 10 4,1 I IRWO—wm — ------------ 11 - - --- - - - - -------- --- .-- 1901*102 B OP INLET SPECIFICATION I NECOVAINXI --,---- I momm INSTALLATION OF PIPE CULVERTS AND STORM SEWERS -- --------------- JE��.T ----------,--- 21" 1211 - 30" PIPE. MAXIMUM DEPTH (H) - 8' FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS ftfi�o CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV, 7/0 INSTALLATION OF PIPE CULVCRTS AND STORM SEWERS - 302 VIROMA DEPARVINIEW Or TRANSPORTATION 10,4.10 302 VACUA DMARTUENT or TRARVMTAIM VIRCINI& WAP"M or TRANSPORTATION . I � , 1 -73-- "IRM -- I I I I -1�1`11 ,, I I I - F - I I.. I ,% DEPARTULNI, � I � � - I I � -- ---- - . - . - ---- I- - --- - u, I 1,r-, " I I I- . 'OF IRANSPWATION I � VOWAM 302 - " — :��,,,�,�,,-�,'�,!'.�; , , 11 - � 1. � ' �"""`;-"" ,�, ,� I-- 1, - ,1.; ... �, 1 I - INSERTABLE SHIE:P-T A97 - " ,:,�, I � , 611"I'l-, - !, ��.-�;.`, .1 11111-11- I- I - I -- I I I 11 � -1 e� � ',,,,�'�, � I.- I � � . . I I ...... ���� A87 I - � "I - " - - - -- I - ��"--,,�,-,,.,>,���,,-�-"-"",!L-",--,-�""",,-."�,-,,,,-,�--- — � I - - E� I I I I I - I I I - I , I BLOCKOILIT FOR POST MAY BE 00T RbLLEO OR WELDED, , -2 A I �9 , I � I I I -- I -42A� I TO BE TO = - I-Y.1, V 6. .. cc I I I � � 10 f OLDCKOUT FROM Al T)v &I , - �—.--------!i���-!!!.��ER-1���,�—,IqT-�--l�---..---- I �-n I KIM I I I I -IV I ROTAKI'm . - � � � I I . - I r, Sfl- WTI.- 7--i 11 7W <*M-5 SLOK �N` 1". GRACiL AVItOACHU � IX CLARDRAIL r-AWKAL. *-) - . W4690S r*L —I — 31 . I � ! 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CDNCRETE�15OST: SttEL POST , - # ",& ----------f- 11 I — AIL POSTS . I --- - "rrrr�, ,�,�,k%,Ip, '4,,'i,� I � I , �&�.,,&'-��'O, :, Q,'�`;, GIJARDR I �'.""_'�,'',��l,,',�z,�,'�!�", , 9 2 I , � . 11 ; - r. � " -' " ' " M.", ,� , -1-,AQ ---k� �1-k� SECTiCK? 30 , I . I i,:,,1,; "T. � "�.WA -L---A---.A- & I � I � I 1 jI4 O'A. ,Imm, __ ;_j `,�,12111. �� " I �- 1 - � L I I . 11 I " I ., . .: -, . I I S PL Art , - ., I—- - ".. UK I . I I - ID11VL no . �� 1001M M GR-9, TERMINAL TO D GR-8) GUARDRAII ' , aN PIPE IDOWDERS I - .. NOTES; I - __ OT u - Im Mo zMa"W SWS or P"S - . I . �i;� �-# - I I .1 Y A , MABE 51 C %, " TRANSITION Mo," , , � � I A -KI ." � -'� I AM ENCOUNTIM. .. A . --: I 11 I -7f �� ''I 1. WASI�e THErf AS DIRECTED SY ENCKER. I � I,,� - I � - I I "I - � 11 "I -,"'i , ,�,��i,�,,��,,, , , , 1,:T� P-Clt OES",E - 34 SL,CPE VAN VW -0 HINGE k,"KNII!O4 10 FXrTiNG, %-Off AT 14WE � _ rn jW8r"L " ;,,�I,-, ,-:n',,",' ., �,�,:, , �,,,��, I � �: , � tT � C, Gg &qF . on TO DRAIN . i g� I ,�, ALL TIT I -�'ALS Cf Pobj AND BLOC4A.,Tn5' �10CCT �n. 1501.0& - - 'I, -1 I I - .... - I - .1 , � I . \ \ . 6"RI (IF � � A, �� - , . .. j '�,.,��, ,;"'.�":L�:�-':'-',��",�,�',','r �'.;',ILII' '��":"', "� �"',I�,�el,;" ', , - :FE W-T'F 2 --x�A - t . I . J I I � I . .?� r z 4 1 . - - FnR ftFIAO.S Of ft,k F-L N;4AL SP'-!Cr �Dh-.%'-X.iAA IN � - , � I I I "I I ��V"'�",��, � "'' , , - , , I I I -Af1fl 1 � IsaaOF I iF ',.�',"�� . I .ii - - , � 11 � , � � . 11 uty fee THE ��ts OF Ittmirry, -----:---- M1 I I-, ,'11: � I , �, I- , ". 51113:7 AW) 5CTO7, 1. ALTER % "I"T1.11111nuoEM" AS VLCH COTA40E AS POME - ^ , ---Fp I ,�, - I . , I r - , , � I I I INS ONANING 5 TO APPLY I CD % % - , I , -------r I 10 :-T--T � 1- - � I . - . AS�� , � � �-,w I-04111Z P�A,41 , i I � .1 - � , \\ OutUT PIPE I V'*e i , � -- - - ------------ T.--,--,- � . STVE!MW.E TO BE . ZED, . - fL* D� , _r , �p gow*'m j N, �w ..� -1-1 U �'NJLE � NOTES- % I - ry ; , I SHAPINI; IV WINHOLE AM 01L ONANCE 114TH 11. % \ . A I 10 0 .. t i AACK4F PFAIF`�'P? )UPWOME SM I IZE ; 1, IT *T71wit , r . . � ; A li� A I I . WWK OfART OF prf IS , I % I 'T4. BOL I I � . r �,a V " .. , ,� I IA�-.g -'M S�Cll ou;�iVUD ,OR RAW I --- - - . ,�, 11 �K I , , � � 4 IM 1� 7 W, I . T. . �5 �"` ! ;. , ,.v4, 1 : Bjm.'j,to-p I " .. Hour � I �FAX - ye MILE 1 3. FOP NW% OF QvnixL ELEWair SPLICE 1, � I 1b . I - 9aESUnAn2A-0A,t WALS, OVAKSOO� WHMSS, W �T"" Z- � , ''I', .A �, . , , 11, I ' 7AGr,W -r �: � I jr � � I . I - - rA,-4 MM.1 �R V Meva�, �3 9 , , ip, 1H&I. , OP INLET IS TO IN FORUED AND CONISTMJCTED . 7- 'A - . 0 ;1C, ETC- SEE 9 - WS, . : Gu 'L, Ost; aE SET P.Lm., P , I � , � 1 7 "O'. ,.1rC ,-CN I - I �� I I I Ag i rVT=FF09VRA7Ck . WITH APPLICABLE STANDAM DR SPLCIA!, DRAWW� -W, ULW� OCK - I ti 561MOTI I 5ROQ42. . I : � I -v,-9 ., JF I I � : -, - , I 1001 I g �� I I THE Wig" SHONG AS OET��[() HERLION S TO "WAT OF A A- I uftru - I I � � r I 011� 4 IS, AM POSM SKAU JOE SET I % . rG7 REMMUM �, I I "',". :: ., .1 I I I I I I - - S2 I - - - ,- - � - ,. - I -WEPer C09CWT1 WX OCINPOIA&W TO CLASS A3 OR 'I V' Vo R 'a - W494L " �" 4. RE G W , I . FOWE, Ali KR �j,%�� " 11 � .� 11 , , , I `�, � I _ I , � / .... .IT, !to IN W. WW I �� � - � I ., �.; ..: , � - r . VT 4 �-,,,, W`�i��uo 1�6" To TW AlwPCILIPE'S MIALLATION - -��-- -- , a 1 , - � -- - ?"MINVIR I Ii ,&fr1,;j& I - � - i - , i� RIAE1,11" � . � � ,�'Mv ,�F "- L, I I I � '§ "Owr _�, , -- -- � P . \t " I 'i� � ./,!�� ... L I ,,,, "j��,;.,� " � � "I'll I I �- , I I 1. ,',�, �� 97t - - I 1� I T� sm I ; 1116d r!R -/ W F&STRTECIftCAL , , SE M bcf� , , - � I -�-- I TW7 25X OF CDARS & - ,,,.;L: I " RE SEE MATERLAI r11 IT f* 0=�,-Tx � AN FO AS , I 1�, 11 "I I I U's � - I : § SEE W'TEIS. S , ItIMN Al E - . - �� , � -1 - .1 . NAIt. , - � I �� � P - N-TER'AND CONSIST at - - r -�� � -- �� � � I � � - I . fl, I , NTH A I ", " k N �, VAQu Comm rE ON MOWN cow k T I I 4NytW.%5rW."ruv=R % � I 4t M z VI ,14L ,1CjWASf11 ,AT " ". - - 4N &�4 -' I 11 I 1, � � �',�, - . I I � I I �, I I I 7 I � CIA, , ,,, , "t " , I'll, -�� ... 11,11 , ---,-" -- . - ----JL I � , I � � " I 1 6 � 1 3w� - / 21".0i SLC,!,. I � 1. 11 ... 11 " , I 10 ��, 11 ,") i , "" I I I ACXFCCATE SIIALL REMAIN EXPOSOD, 11 111 -- t a - �� ' I ,; I r I i M!�, , me : - , , I I - r! -- L,O�=- ,,-�, A.J� mub . 0 , , - , - � " W0374 by WCAN5 OF ! t k "EIGHT .)F 27f, I 4 ELEVATICN.PAVERENIT I - , 5 1 , I OR 910 MAH B , HE - =L1 - .^1.E"WWE BY L "I'll - -, I ----- I - � I . C IMET rA*SL co I ", 5 1� I - 'Me 0M � � � I Ij I . 'A."*"y - . . 5 I I S�SU 1117�LJFID , - 4 A ,1'1�,,'�� , - , , - I "-LE . - I . - It I . I 1, I . soutitiRN roor-, -- SOuTKft" PRC--- , ; I . S. 011NE Mt ON BOTH g&SM1kj,TM 2A" , , - , . I I i A V`T� 1 L , I I - . � I �" I - I 8� .1 -� I , 11 1 , , r ,, I xj I v T I i�101'., I � I PETALS OF VVERT SHMM'AS SHEOWN HEREON ARE FOR EX* I AFT !Ifta CLACONAL ST$ 1 D �g P ----- TOP On BOTTOM at ALL ti-HEAU NAILS 'SMAX OF � A.-PFD IN tNF Oktt:T,roN x'W, . 4� �1� �",,",. -AMARD CA-), -FRk"" t&VVAoaY 7 0 BEST PIT 44 -PARTICLIL AN JAIT -AND C4TCEt - -- BOLT IS 041kizo. - — L-j VE-CIA.-A TRAVEL PC; RHE FINISI'M IMARWAY, � W" :�-, - 1 : -�- - - I- ., � � ,; ,� � � CEN1TQLftT01 NO FLOW LINES. -8 -� ----I L-�, .-- � -I �4 � C� 00 NOT CHANCE 14 LAPPIX OF TERMNA. �011 ANY VeTA-LATOW, ;NSTAL TED. " I 1`11, I I.. ,,, I GJARMAL 4S YES � SECTION B f -1 * SIMDARD WASHER TO K USED OR LASr So' I , -11 . L' I �, � 13 , I I I I I --k- � , I '1�01kiol>� I 11 PLANOF RUPI OFF ENO Owy� I � , , � "I ", ' "�� "' " "� " � ;",4� , , I - , ,,A,6,1��, Ir�"I'l��,�;���-,�""�,���;z.,,,;. �,,,�:�,-'- ��,,�,,���;',, �'�,�'u ,, ,-,- . , _�', I .. �ii� , 1, �.'�,� jlg" r I �� . r � 1, , � L � : ,�r � - ENT IN MANHOLES I , '147; 6", "' " �,: ,,��, ,,, 1� I . �� 6x8 V400D POST ��il " ,�� �, I%-,--,- , V, " , �, " 1�1 - . . 2 " ,�, "','", ,,,, 11 I � ,�-, ,� �,, 1� -�M1-1,111 7, , 1,1, 1�",' 111. � I ,� I � I - -, � 11 1: ,� ;;; � - ., , 1; -, * Err ( Cr I I I ,111,�,, " , , � , � � 11 ' ------ - ��T 2 OF 2 - , � I I � I , , IT -, 1110110MAM WCVW= 11 SAC�CA710ft ---- -- - - SKCG CA r I ���--�-------,---,�ll-�11----,-"�I - -�&, 'PE.;, Isnou STA W BEAM GUARDRAL (STRONG POST SYSTEM) NIEUM REVU,IENCL I Wf Llz�zr I I I -, I F SHAPING MAINHOLE & INLET INVERTS REV.7,105 221 LD-OUT W BEAM GUARDRAIL (STRONG P-CST SYS i EV) - ALTIERNAfE BIREAKAWAY -CABLE TERMINAL � GUA��DRAI[ IERMINA-- iNSTAL-AHON SII'F' --R-7PARATiON � 31:0 VIRCINIA "MINIM OF 1,V&4SPoRTAFaq 11 235 221 N 0 FL ArR E R-EQUREI'VENTS �CR G,R-7 cc; VIROW "r" or 1R.11ASPORTAtIou 50I 505 VV&lm SMART" Or "ftANE�PMTAjN7N I R�V, 7105 ,- ,- . . . , , I 01V 7,?041 1 � I R" �, 11 VI - , , I - , I - �, .. , � ".0 - I — [��.=- '7�-] ....... . I F---,,-z I 1"... 11 I'll, -1-.1-1- 14, I'll 111�.,, ,�&',� f--1---1 VIA0 , WDEPABIOMIt V, TPAWSPOrAIK)", - , 11 I bctts' - It -_ -- - [::�OE - - ------ � - --- , .. 4,,,� � " , [!! ; I ,,� zw�I, �r,y��-,�,���,�,�"",;-,"-"C",c�-', , ..-, ---. -- -- ---- I V = STREET APPROACH SW :0 SWACINO AS MAMINE MAINUS TO K AS I 81 I A -n ROADWAY . SMOR ("I PEWS) St C C # I I I . I I WAICS TO SE 03 412T a A � & / storm IT( SHIOWN ON PLANS1 I I I , / IrL I �1, I - - � - - - -- I ,le CLASS - SIDEWALK I0 I X 4177 -- 4 I OPTIONAL. V , I FLOW 04 ---- ---- f**0A*W0BBN JADW I -��-� -- JMT SECTION C-C . . .. .. NOTE, WIDTH -W TA" � - N101INLIK ROADWAY "to" ON Typo s0c'ITCH, A-J I PLAN VIEW I M CONSTRIACT GRAM O-W"$ WITR A PARAWX QIJRW� I . g W-HEN 714F ENIRMCE RADIONNNO-I ACCONNODATIF I THE TURN REO $WM OFRW 'ATED FIEAVI I ,,a, 11 HE P, ,k. . 79txK I WALK 6 am F101PAPAROLIC CURVE THE L&QTS Of THE RAMSHO" BE &t QLAIL _.__---- D W.xol","o 71. 1 RZ.01 RUITMIC!'. .L-1 I 0 _ D STV &114rHVS,%rO&W ZWOC ROAVVA,V , Cjt%"T a 2 MAX - . 1) -:#*I r, SLQ`K - - - � W MIN�, 40'bft FOR SIR11 I 1) " ro". R111.111M M&MIUMV - $TAU K��.'r.!R ...IAE MID ,.,W..�� 0141PEO IN ENTPINNCIE THE ENTRANCE.% SECTION A - A RAUK QJIRB OR C�rAeTIOIN SHAL E CaM I It Mo "TER SaPCCTEB CUIDELINES FOR GRADE CHANGE D I BE IRE R1W LHAE EXCEPT FOR I I I REMM PURPWIES, � � wit" N STAN13NNI I . IDITPLIYOCE VOLUNIE DESIROGLE MAY11160A CC-3 Z0013".1015TON THIS STANDARD IS TO BE ADJ4TUD TO MATCH T14E I 161"TAXIE CLIPS CONFr"ATOOK. WA NOW THIM -1500 VM 01 3% SEE SIANDARO CG-12 FCR MR19 RW' (*S',--�k MWto 4500-1500 %?Pot 13% 61 io BE USED "Im IN* 51"An. � LOW ILCSS THAN Soo VPD1 .5 a x a% )K " A FL ,�%Tq IS�Tr 4 coNsTRucToN or Qu,^ PROVOC POSITIVE IDRJUNAGE ACA%S THE ENTRANCE. r W* go (A%"Y P5?1Lft WAR191C OF A 7 10 C ODE POWING OF WATER, - � =HN . CONNECTION FOR STREET INTERSECTIONS 302 Altv. 1?iol � vomm w,wruemr or TPANSPORTATION -- I __j -:��-- I �—j TURN LANE ARROW aKez Tort, di'MO I a re it.. k a." m 0*2 ,r at, 'Fedp,q- 'A.*,� Am od"rWco .M� Vie, :. ottw.ko ,Iwected ly T,.,1iG. rrxir� thart 100`�,I%e rrlr�.&*2 ow = 42*". / 4'w-irq). T,,UWft,,, *Y or lm� do MI use weq-� I An: I A " 3or V "" 3 M-1 � I A., I:= .Q" ��-.?,71 IT V. mv turr, I. - I Arr� , bwt*d 5V back tram staptar ar trd a'" "' JOO'. �n.I 2 *,("I 11 Z.a: =;z, vl--&�,ul ."to.pobt1h �,vf, 'Ar". I .1 lamit &-. . a.d 510P -11, =-L. Z-Vit q- In Z. . V. *Wti, %;P *K .1 *. , i �,/�-- - , 3V S�kn '- �. . �. : I i ��, L I�it. = I ---- ---- zV2;Wr -"Mm- i � 15Y tN "Imw. I � � - - I - .- - - - .0 I JF r- - - - . - \ - - kn-4 - - - - I . -----r-- I --- --� ............ �A 1��W-#IIL of .,*a. at b"v-i-q af N4.'41h Turn kria. `\"-No *6;* Brie w*od .hw* tUrb 406 I t�= peft" ,14*34."caltd by C-6 I DETAIL FOR LOCATION OF EDGE, LINES ON, CURB SECTIONS 1-1��. Of, ROADWAY 040 GUTTER) Stop bees, U fo*ed by the EngLateir. shd N% a trwri of 4*b 06.MM of dwit a�lc I t- I A. the 0�4 of 6 ~6eil aGS6A,t^. OW st.p b. I if # * 4.11 LIMIkirg dwisbe a ffk*rXori of Vand a irriatim- 91 30, , + * I 0 IN 0ANOM0 01 tM Atar"t " of ft* witorsectloo � ruaft". 81apbows obalbe 2'. wWft � - I Arm" sfttibe in av=dari,& wo am re&,aivotco- . N. "t Fm ,t,#,kvd .twe t,b am L*d�q balLAW do,,bk $464 Y644'. rn" I 11 q,ittAiiry PrAw,t Wit". i.�d by FF. b* 4"� 0. Engiftim,. 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NOTE, WIDTH -W TA" � - N101INLIK ROADWAY "to" ON Typo s0c'ITCH, A-J I PLAN VIEW I M CONSTRIACT GRAM O-W"$ WITR A PARAWX QIJRW� I . g W-HEN 714F ENIRMCE RADIONNNO-I ACCONNODATIF I THE TURN REO $WM OFRW 'ATED FIEAVI I ,,a, 11 HE P, ,k. . 79txK I WALK 6 am F101PAPAROLIC CURVE THE L&QTS Of THE RAMSHO" BE &t QLAIL _.__---- D W.xol","o 71. 1 RZ.01 RUITMIC!'. .L-1 I 0 _ D STV &114rHVS,%rO&W ZWOC ROAVVA,V , Cjt%"T a 2 MAX - . 1) -:#*I r, SLQ`K - - - � W MIN�, 40'bft FOR SIR11 I 1) " ro". R111.111M M&MIUMV - $TAU K��.'r.!R ...IAE MID ,.,W..�� 0141PEO IN ENTPINNCIE THE ENTRANCE.% SECTION A - A RAUK QJIRB OR C�rAeTIOIN SHAL E CaM I It Mo "TER SaPCCTEB CUIDELINES FOR GRADE CHANGE D I BE IRE R1W LHAE EXCEPT FOR I I I REMM PURPWIES, � � wit" N STAN13NNI I . IDITPLIYOCE VOLUNIE DESIROGLE MAY11160A CC-3 Z0013".1015TON THIS STANDARD IS TO BE ADJ4TUD TO MATCH T14E I 161"TAXIE CLIPS CONFr"ATOOK. WA NOW THIM -1500 VM 01 3% SEE SIANDARO CG-12 FCR MR19 RW' (*S',--�k MWto 4500-1500 %?Pot 13% 61 io BE USED "Im IN* 51"An. � LOW ILCSS THAN Soo VPD1 .5 a x a% )K " A FL ,�%Tq IS�Tr 4 coNsTRucToN or Qu,^ PROVOC POSITIVE IDRJUNAGE ACA%S THE ENTRANCE. r W* go (A%"Y P5?1Lft WAR191C OF A 7 10 C ODE POWING OF WATER, - � =HN . CONNECTION FOR STREET INTERSECTIONS 302 Altv. 1?iol � vomm w,wruemr or TPANSPORTATION -- I __j -:��-- I �—j TURN LANE ARROW aKez Tort, di'MO I a re it.. k a." m 0*2 ,r at, 'Fedp,q- 'A.*,� Am od"rWco .M� Vie, :. ottw.ko ,Iwected ly T,.,1iG. rrxir� thart 100`�,I%e rrlr�.&*2 ow = 42*". / 4'w-irq). T,,UWft,,, *Y or lm� do MI use weq-� I An: I A " 3or V "" 3 M-1 � I A., I:= .Q" ��-.?,71 IT V. mv turr, I. - I Arr� , bwt*d 5V back tram staptar ar trd a'" "' JOO'. �n.I 2 *,("I 11 Z.a: =;z, vl--&�,ul ."to.pobt1h �,vf, 'Ar". I .1 lamit &-. . a.d 510P -11, =-L. Z-Vit q- In Z. . 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I : LLj : : -J W D Z I I � Ili V) - 7 = -j 0 Z �: c) W L!, ELM a z (-, I I 0 1 xi � c1t - n - ') -,e i .... ( U pmm �, No. 8?60 yo t ocii/14& �4 1ONAL I SURVEY- P-L, PLC I DRAWN BY: I P-L, PLC SCALE: I SHOWN C.I.: NA JOB NO.: DATE: 08/16/05 SHEET: 13/13 0 U) I Ill z Q� ! I : LLj : : -J W D Z I I � Ili V) - 7 = -j 0 Z �: c) W L!, ELM a z (-, I I 0 1 xi � c1t - n - ') -,e i .... ( U pmm �, No. 8?60 yo t ocii/14& �4 1ONAL I SURVEY- P-L, PLC I DRAWN BY: I P-L, PLC SCALE: I SHOWN C.I.: NA JOB NO.: DATE: 08/16/05 SHEET: 13/13 - ') -,e i .... ( U pmm �, No. 8?60 yo t ocii/14& �4 1ONAL I SURVEY- P-L, PLC I DRAWN BY: I P-L, PLC SCALE: I SHOWN C.I.: NA JOB NO.: DATE: 08/16/05 SHEET: 13/13 October 25, 2004 Mr. Brett Kelly Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 RE: Land Disturbance Permit - Warrior Center Frederick County, Virginia ID Dear Mr. Kelly: COUNTY of FREDERICK Department of Public Works 5401665-5643 FAX: 540/ 678-0682 93AO333 Upon review of the revised plan dated May 18, 2004, we offer no additional comments. Therefore, we recommend approval of the subject erosion and sediment control plan. JC W/rls cc: Planningd and file A:\warriorctrld.wpd Sincerely, 9 d�-� C Joe C. Wilder Deputy Director 107 North Kent Street • Winchester, Virginia 22601-5000 [Fwd: Warrior Center - VDOT Comments to MDP * * * REVISED ***] Subject: [Fwd: Warrior Center - VDOT Comments to MDP *** REVISED ***] Date: Thu, 04 Nov 2004 08:15:35 -0500 From: Eric Lawrence <elawrenc@co.frederick.va.us> To: Candice Mills <cmills@co.frederick.va.us> Subject: Warrior Center - VDOT Comments to MDP *** REVISED *** Date: Thu, 4 Nov 2004 07:05:22 -0500 From: "Ingram, Lloyd"<L1oyd.Ingram@VDOT.Virginia.gov> To: "'cmohn@phra.com"' <cmohn@phra.com> CC: "'Eric Lawrence (E-mail)"' <elawrenc@co.frederick.va.us>, "Copp, Jerry" <Jerry.Copp@VDOT.Virginia.gov>, "Ingram, Lloyd"<Lloyd.Ingram@VDOT.Virginia.gov> The preliminary master plan for this property appears to have measurable impact on Routes 642 and 719, the VDOT facility which would provide access to the property. We have the following comments: 1. Entrance to Tasker will need to be a right -in and right -out as this entrance will be located across from the storage and taper lanes for the signal at Tasker and Warrior. 2. Left turn lanes on Warrior East will need to be built for traffic entering the site at the crossovers. I Dual left turn lanes for traffic turning west onto Tasker will also need to be built. Before making any final comments, this office will require a complete set of site plans, drainage calculations and traffic flow data from the I.T.E. Trip Generation Manual, Seventh Edition for review. VDOT reserves the right to comment on all right-of-way needs, including right-of-way dedications, traffic signalization, and off -site roadway improvements and drainage. Prior to construction on the State's right-of-way the developer will need to apply to this office for issuance of appropriate permits to cover said work. Thank you for allowing us the opportunity to comment. Lloyd A. Ingram Transportation Engineer VDOT — Edinburg Residency Land Development 14031 Old Valley Pike Edinburg, VA 22824 (540)984-5611 (540) 984-5607 (fax) 1 of 1 11/17/2004 8:26 AM [Fwd: Warrior Center - VDOT Comments to MDPI Subject: [Fwd: Warrior Center - VDOT Comments to MDPI Date: Wed, 03 Nov 2004 15:48:18 -0500 From: Eric Lawrence <elawrenc@co.frederick.va.us> To: Candice Mills <cmills@co.frederick.va.us> FYI -- Eric R. Lawrence, AICP Director Department of Planning and Development County of Frederick 107 N. Kent Street Winchester, Virginia 22601 540.665.5651 540.665.6395 fax elawrenc@co.frederick.va.us www.co.frederick.va.us Subject: Warrior Center - VDOT Comments to MDP Date: Wed, 3 Nov 2004 15:21:33 -0500 From: "Ingram, Lloyd"<Lloyd.Ingram@VDOT.Virginia.gov> To: "'cmohn@phra.com"' <cmohn@phra.com> CC: "Eric Lawrence (E-mail)" <elawrenc@co.frederick.va.us>, "Copp, Jerry" <Jerry.Copp@VDOT.Virginia.gov>, "Ingram, Lloyd"<Lloyd.Ingram@VDOT.Virginia. gov> The preliminary master plan for this property appears to have measurable impact on Routes 643 and 719, the VDOT facility which would provide access to the property. We have the following comments: 1. Entrance to Tasker will need to be a right -in and right -out as this entrance will be located across from the storage and taper lanes for the signal at Tasker and Warrior. 2. Left turn lanes on Warrior East will need to be built for traffic entering the site at the crossovers. 3. Dual left turn lanes for traffic turning west onto Tasker will also need to be built. Before making any final comments, this office will require a complete set of site plans, drainage calculations and traffic flow data from the I.T.E. Trip Generation Manual, Seventh Edition for review. VDOT reserves the right to comment on all right-of-way needs, including right-of-way dedications, traffic signalization, and off -site roadway improvements and drainage. Prior to construction on the State's right-of-way the developer will need to apply to this office for issuance of appropriate permits to cover said work. Thank you for allowing us the opportunity to comment. Lloyd A. Ingram Transportation Engineer 1 of 2 11/17/2004 8:26 AM [Fwd: Warrior Center - VDOT Comments to MDP] VDOT — Edinburg Residency Land Development 14031 Old Valley Pike Edinburg, VA 22824 (540) 984-5611 (540) 984-5607 (fax) 11/17/2004 8:26 AM June 4, 2004 Mr. Charles E. Maddox, Jr., P.E. Vice President Gilbert W. Clifford and Associates, Inc. a division of Patton Harris Rust & Associates, p.c. 117 E. Piccadilly Street Winchester, Virginia 22601 RE: Master Development Plan - Warrior Center Frederick County, Virginia Dear Chuck: COUNTY of FREDERICK Department of Public Works 5401665-5643 FAX: 540/ 678-0682 We have completed our review of the proposed master development plan for Warrior Center and offer the following comments: 1) We recommend that the connection of the proposed inter -parcel access road (Spotted Eagle Lane) and Tasker Road be deleted. All access to the proposed development should be accommodated via Warrior Drive at the existing crossovers. 2) Left turn lanes shall be constructed at the crossover at Spotted Eagle and Standing Bear Lanes intersections with Warrior Drive. This construction shall also include the installation of curb and gutter and completion of the center islands. 3) Indicate the location and/or method of stormwater management facilities to be employed with this project. 4) Indicate if a wetlands delineation study has been performed on the proposed property. Also, check the validity of the Wrights Run designation. 107 North Kent Street ® Winchester, Virginia 22601-5000 O�v 1 I-9,ast G °'C,p I(- CA. c,w i a 4vr Warrior Center Comments Page 2 June 4, 2004 5) The actual speed limit for Warrior Drive has been posted at 40 mph rather than 45 mph as shown on the master development plan. Please contact me if you have any questions regarding the above comments. Sincerely, Harvey E. rawsnyder, Jr., P.E. Director of Public Works HES/rls M. Frederick County Planning and Development file A:\warHorctrcom.wpd COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 May 27, 2004 Mr. C.E. Maddox, Jr. G.W. Clifford & Associates 117 East Piccadilly Street, Suite 200 Winchester, Va 22601 RE: Preliminary MDP Review Comments for Warrior Center Property Identification Numbers (PIN) 75-A-105 Dear Chuck: This letter details Staff s preliminary review comments for the above -referenced preliminary master development plan. The Warrior Center MDP is a proposal to develop 10.7333 acres with commercial, retail and restaurant land uses. The subject property is located in the southeast corner of the Tasker Road and Warrior Drive intersection. Prior to formal submission of this MDP application, please adequately address each of the preliminary review comments listed below. These comments are as follows: 1) Complete Application. Please submit a complete application upon formal submission. A complete application shall include: a completed and signed application form; all agency review comments; a completed, signed, and notarized special limited power of attorney form; signed copies of the MDP; and an application fee. The application fee for this project is $2,036.67 [$1500 base fee + $50 per acre (10.7333 x 50 = 536.67)]. Review comments are required from the following agencies/departments: the Frederick County Department of Public Works, Frederick County Department of Building Inspections, Frederick County Department of Parks & Recreation, Frederick County Fire Marshal, Frederick County Sanitation Authority, the Airport Authority, the Frederick County GIS Department, and the Virginia Department of Transportation (VDOT). 2) Parking Calculations. The MDP is intended to be a general schematic of the layout of infrastructure to facilitate future development. The precise number of parking spaces per future lot is not necessarily appropriate. Staff would recommend that parking totals be removed from this MDP. In similar accord, it may also be appropriate to remove the square footage references. 107 North Kent Street - Winchester, Virginia 22601-5000 Page 3 Mr. Chuck Maddox, Jr. Re: Preliminary Review Comments of Warrior Center MDP May 27, 2004 11) Riparian Buffer. Please show all riparian buffers required/proposed with this development. 12) Pedestrian Connection With The Guards At Mosby Station. Please provide for the possibility of a future trail connection with the residential properties to the south. I would encourage that contact with the homeowners be established to determine the best way of providing this access. Possible access can be provided via an access easement, trail or sidewalk, and a gate through the opaque proposed opaque fence. 13) Common Shared Zoning Buffer Agreement. To establish a common shared zoning buffer agreement, it is appropriate to provide a plat of the buffer along with an agreement between property owners which recognizes who will be responsible for maintenance of the fence and landscaping. In the absence of this agreement, please provide a notation on the MDP to the effect that the common shared zoning buffer agreement is conceptual only and may need to be provided entirely on the Warrior Center Property if an agreement is not established with the owner of the adjoining property. An official common shared zoning buffer agreement is required prior to the approval of each individual site plan. 14) Phasing. Please clarify on the MDP when during the development process the proposed private road will be constructed. 15) Rezoning Proffers. Please ensure that the rezoning proffers shown on the MDP are verbatim from the official rezoning proffer statement. The application reference number "97" is inaccurate. The rezoning application number was 02-98. Please correct this as necessary. Once these comments have been addressed I will schedule the MDP for review with the Planning Commission. Feel free to give me a call at 665-5651 if you have any questions or concerns. Sincerely, /eremy F. Camp, Planner lI JFC/bad cc: Jasbo Inc. and Fred L. Glaize, III (PO Box 888, Winchester, VA 22604) Page 2 Mr. Chuck Maddox, Jr. Re: Preliminary Review Comments of Warrior Center MDP May 27, 2004 3) Entrances. It appears that the proposed MDP calls for three entrances, one on Tasker Road and two on Warrior Drive. Being that Warrior Drive is a major collector road, it would be appropriate to limit future entrances to the site as proposed. Please clarify this by providing a notation on the MDP to the effect that the site will have only three entrances. 4) Open Space. The Frederick County Zoning Ordinance requires 15% landscaped area for development within the B2 District. It is unclear if the open space proposed to the east of Spotted Eagle Lane will be in addition to this ordinance requirement. If this is the case, please clarify that the proposed open space is in addition to the required 15% landscaped area, which will be established during the site plan process for the development of each future lot. 5) Owners' Phone Number. Please provide a contact person's name and phone number for each of the two property owners. 6) Warrior Road Bike Trail. A bike trail along the east side of Warrior Drive is planned to extend from Tasker Road to Fairfax Pike. Please provide a bike trail along the east side of Warrior Drive to facilitate this planned improvement along the road frontage of the subject parcel. 7) Tasker Road Bike Trail. A bike trail exist along Tasker Road further east of the site and is planned to be extended westward in the future to ultimately connect with a bike trail along the east side of Warrior Drive. Please provide a bike trail along Tasker Road to allow for the future extension of this bike trail. 8) Lot Access Waiver. Section 144-24 C, of the Frederick County Subdivision Ordinance, requires that all lots abut and have direct access to a public street or right-of-way dedicated for maintenance by VDOT. Please be aware that a subdivision waiver by the Board is required for the proposed development because direct access is not provided via a public road. Please make reference to this on the MDP. 9) Private Street Section. Please provide a typical pavement section proposed for the proposed private road. 10) Wrights Run. According to the USGS Topographical Map (Stephens City Quadrangle) the natural waterway on this parcel is not Wrights Run. Please check this information and correct as necessary. 1911 Action: PLANNING COMMISSION BOARD OF SUPERVISORS AMENDMENT Recommended Approval on March 4, 1998 Approved April 8, 1998 AN ORDINANCE AMENDING THE ZONING DISTRICT MAP Rezoning 9002-98 of Tasker Road and Warrior Road Commercial WHEREAS, Rezoning Application #002-98 of Tasker Road and Warrior Road Commercial submitted by Fred L. Glaize, II; Jasbo, Inc. requested the rezoning of 35.6774 acres currently zoned RP (Residential Performance) to B2 (Business General). The property is located at the intersection of Tasker Road (relocated Rt. 642) and proposed Warrior Road, and approximately 1,000' + west of the Tasker Road and Warrior Road intersection along the north side of Tasker Road; and is identified with Property Identification Numbers 75-A-104, 105 and 117 in the Opequon Magisterial District. WHEREAS, the Planning Commission held a public hearing on this rezoning on March 4, 1998; and WHEREAS, the Board of Supervisors held a public hearing on this ordinance adoption on April 8, 1998; and WHEREAS, the Frederick County Board of Supervisors finds the approval of this rezoning to be in the best interest of the public health, safety, welfare, and in conformance with the Comprehensive Policy Plan; NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors that Chapter 165 of the Frederick County Code, Zoning, is amended to revise the Zoning District Map to change 35.6774 acres currently zoned RP (Residential Performance) to B2 (Business General) as described by the application and plat submitted, subject to the attached conditions voluntarily proffered in writing by the applicant and the property owner. This ordinance shall be in effect on the date of adoption. Passed this 8th day of April, 1998 by the following recorded vote: James L. Longerbeam, Chairman W. Harrington Smith, Jr. Charles W. Orndoff, Sr. O: WGENDASUtEZONE\RESOLUMTSKRWARR.RES PDRes #008-98 Aye Richard C. Shickle Aye Margaret B. Douglas Aye Robert M. Sager A COPY ATTEST Jok R Riley, Jr. Fre rick County Administrator Aye Aye REZONING REQUEST PROFFER Property Identification Numbers 75-((A))-104,105 & 107 Opequon Magisterial District JASBO, INC., FRED L. GLAIZE, III, FREDERICK DEVELOPMENT, INC. & JAMES L. BOWMAN "Tasker Road and Warrior Road Commercial" Preliminary Matters Pursuant to Section 15.2 - 2296 et. seq. of the code of Virginia, 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned applicant hereby proffers that in the event the Board of Supervisors of Frederick County, Virginia, shall approve Rezoning Application #002-98 for the rezoning of 35.6774 acres from Residential Performance (RP) Zoning District to the Business General (B-2) Zoning District, development of the subject property shall be done in conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the applicant and such be approved by the Frederick County Board of Supervisors in accordance with Virginia law. In the event that such rezoning is not granted, then these proffers shall be deemed withdrawn and of no effect whatsoever. These proffers shall be binding upon the applicant and their legal successor or assigns. Transportation Improvements to Offset Impact of Development A traffic impact study will be conducted using VDOT procedures for each site development use proposed within the Tasker Road and Warrior Road Commercial site at the time of site plan review. Improvements will be constructed by the undersigned as required by VDOT regulations for the predicted traffic impacts based upon the specific use proposed. Restricted Uses The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning of 35.6774 acres, lying along Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2, the undersigned will restrict the use of the property by not allowing the following uses: REZONING REQUEST PROFFER Property Identification Number 75-((A))-104, 105 & 107 "Tasker Road and Warrior Road Commercial " Page 2 • Automotive dealers • Gasoline service stations (pumps at convenience stores are allowed) • Hotels and motels • Car washes • Golf driving ranges and miniture golf courses • Batting cages • Membership organizations • Civic, Social and fraternal organizations • Funeral homes & crematoriums • Drive-in theaters Restricted Hours of Operation The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning of 35.6774 acres, lying along Tasker Road in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2, the undersigned shall restrict hours of operation by requiring businesses to be closed from 11:00 p.m. to 6:00 a.m. Parcels to be Rezoned B-2 The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning of 35.6774 acres, lying along Tasker Road in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2, the undersigned reduces the rezoning request by eliminating parcel 1 as shown on the attached plan entitled "Tasker Road & Warrior Road" dated 2/10/98 by Gilbert W. Clifford & Associates. Monetary Contribution to Offset Impact of Development The undersigned, who owns the above described property hereby voluntarily proffers that if the Board of Supervisors for the County of Frederick, Virginia approves the rezoning of 35.6774 acres, lying along Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2, the undersigned will pay to Frederick County for the Stephens City Fire and Rescue Company the sum of $6,545.97 at the time the first building permit is applied for and issued. REZONING REQUEST PROFFER Property Identification Number 75-((A))-104,105 & 107 "Tasker Road and Warrior Road Commercial " Page 3 The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns and successors in interest of the Applicant and Owner. In the event the Frederick County Board of Supervisors grant said rezoning and accepts these conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. Respectfully submitted, PRO TY By: Date: ,�`� / q Jasb Inc., James L. Bowman, President By: /-tea 9� F. _`� Date: Fred L. Glaize, III STATE OF VIRGINIA, AT LARGE FREDERICK COUNTY, To -wit: The foregoing instrument was acknowledged before me this L_ day of `C n Cam. 1998, by QQMeS L My Commission expires 3,-l Notary Public lay tr E STATE OF VIRGINIA, AT LARGE FREDERICK COUNTY, To -wit: The foregoing instrument was acknowledged before me this S day of M 0-L, 1998, by V:_fNA l_. Cn\a\,-zc_ My Commission expires NotaryPublic CJtiv . '__-- REZONING REQUEST PROFFER Property Identification Number 75-((A))-104,103 & 107 'Tasker Road and Warrior Road Commercial Page 4 By: Date: 5 4 1 R Ja L. Bowman By: Frederick Development Co., Inc. Fred L. Glaize, III, Vice President STATE OF VIRGINIA, AT LARGE FREDERICK COUNTY, To -wit: The by _ 4 day of f ) ci_;_ 1998, for Jasbo, Inc My Commission expires 3 2 Notary Public 2��-�- instrument was acknowledged before me this .cS L . &Uw-,--�o.r--, S TA': E OF VIRGINIA, AT LARGE Fb'EDERICK COUNTY, To -wit: The foregoing instrument was acknowledged before me this 5 day of 'n'i C ,1998, by ��ed L \oaz� . �`- , �i�C.� Pt��,����_ �r�•3cr,c >�a C2:�T^c- for Frederick Development, Inc. My Commission expires Notary Public Frederick County, Virginia Master Development Plan Application Package Request for Master Development Plan Comments Frederick County Department of Planning and Development Mail to: Hand deliver to: Frederick County 41h Floor Dept. of Planning & Development 107 N. Kent Street 107 N. Kent Street Winchester, VA Winchester, VA 22601 (540) 665-5651 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach two (2) copies of the MDP with this sheet. Applicant's Name: G. W. Clifford & Associates, Inc. Address: 117 E. Piccadilly Street Winchester, VA 22601 Phone Number: (540)667-2139 Name of development and/or description of the request: WARRIOR CENTER Location of Property: Southeast corner at intersection of Tasker Road (S.R. 642) and Warrior Road Department of Planning & Development's Comments: Frederick County, Virginia Master Development Plan Application Package APPLICATION MASTER DEVELOPMENT PLAN 1. Project Title: Warrior Center 2. Owner's Name: Jasbo, Inc. & Fred L. Glaize, III P.O. Box 888 Winchester, VA 22604 (Please list the names of all owners or parties in interest) 3. Applicant: G.W. Clifford & Associates Address: c/o Charles E. Maddox 117 E. Piccadilly St., Winchester, VA 22601 Phone: (540) 667-2139 4. Design Company: G. W. Clifford & Associates Address: 117 E. Piccadilly Street Winchester, VA 22601 Phone Number: (540) 667-2139 Contact Name: Charles E. Maddox Frederick County Virginia Master Development Plan Application Package APPLICATION cont'd MASTER DEVELOPMENT PLAN 5. Location of Property: Southeast corner at intersection of Tasker Road (S.R. 642) and Warrior Road 6. Total Acreage: 10.7333 acres 7. Property Information: a) Property Identification Number (PIN): 75-A-105 (Portion) b) Current Zoning: B2 c) Present Use: Vacant d) Proposed Use: Retail, Restaurant & Commercial e) Adjoining Property Information: See Attached Property Identification Property Uses North South East West f) Magisterial District: Opequon 8. Is this an original or amended Master Development Plan? Original X Amended I have read the material included in this package and understand what is required by the Frederick County Department of Planning and Development. I also understand that the master development plan shall include all contiguous land under single or common ownership. All required material will be complete prior to the submission of my master development plan application. Signature: Date: 2 Frederick County, Virginia Master Development Plan Application Package Adjoining Property Owners MASTER DEVELOPMENT PLAN Owners of property adjoining the land will be notified of the Planning Commission and the Board of Supervisors meetings. For the purpose of this application, adjoining property is any property abutting the requested property on the side or rear or any property directly across a public right-of-way, a private right-of-way, or a watercourse from the requested property. The applicant is required to obtain the following information on each adjoining property including the parcel identification number which may be obtained from the office of the Commissioner of Revenue. The Commissioner of the Revenue is located on the 2nd floor of the Frederick County Administration Building, 107 North Kent Street. NAME _ DID] : a IN01 9 a Oka WANWITOC Jasbo, Inc Address P.O. Box 480, Stephens City, 22655 Pro e # 75-A-104E Jasbo, Inc. Address P.O. Box 480, Stephens City, 22655 Pro e # 75-A-104E Jasbo, Inc. Address P.O. Box 480, Stephens City, 22655 Pro e # 75-A-104E Fred L. Glaize, III Jasbo Inc. & et als Address P.O. Box 888, Winchester, VA 22604 Pro e # 75-A-105 Mosby Station Homeowner's Association, Inc. Address P.O. Box 888 Pro e # 75-M-1-1-80A Address Propertv # Address Property # Address Property # Address Property # Address ProveProvertv # Address Property # Address Property # 3 Nv,, ARRIOR C N R ■ Opequon Magisterial District ■ Frederick County, Virginia Master Development Plan Application Owner/Developer Jasbo Inc. & Fred L. Glaize., III Vicinity Map Approved By: Owner/Developer: O I llit-Prtnr of Plannincr and T)rvPlntnmont l)att- I I FrPrl T i T1a17P ITT 0 P.O. Box 888 ■Winchester, Virginia 22604 Date Date Date Scale: 1 " = 5 0 0 ' Project Summary TOTAL AREA.: EXISTING ZONING: EXISTING USE: PROPOSED USE: NUMBER OF PHASES: TAX IDENTIFICATION NUMBER: MAGESTERIAL DISTRICT - WATER AND SEWER AUTHORITY: OTAL SQUARE FOOTAGE PROPOSED: OTAL PROPOSED F.A.R.: ` TOTAL PARKING REQUIRED: ��. TOTAL PARKING PROVIDED: 10.7333 ACRES B-2 GENERAL BUSINESS VACANT RETAIL, RESTAURANT & COMMERCIAL 1 75-A-105 (PORTION) OPEQUON FCSA 47960 SF OF RETAIL 13200 SF OF RESTAURANT 13.08% 240 FOR RETAIL 132 FOR RESTAURANT 243 FOR RETAIL 134 FOR RESTAURANT r THIS PARCEL WAS REZONED UNDER APPLICATI 2-98 F OM RP (RESIDENTIAL PERFORMANCE) TO B2 (BUSINESS GENERAL). Business and Industrial Zoning Districts B-2 Dimensional and Intensity Requirements FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS: 50 FT. FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS: 35 FT. SIDE YARD SETBACKS: 0 FT. REAR YARD SETBACKS: 0 FT. FLOOR AREA TO LOT AREA RATIO (FAR): 1.0 MINIMUM LANDSCAPED AREA (PERCENTAGE OF LOT AREA): 15% MAXIMUM HEIGHT: 35 FT. MINIMUM LANDSCAPED AREA: IN THE B-2 BUSINESS GENERAL ZONING DISTRICT, THE PLANNING COMMISSION MAY REQUIRE THAT MORE THAN 19'/a OF THE AREA OF A SITE SHALL BE LANDSCAPED IN ORDER TO MEET THE INTENT OF TI3IS CHAPTER. ADDITIONAL LANDSCAPED AREAS MAY BE REQUIRED TO ENSURE THAT ALL UNUSED AREAS ARE LANDSCAPED AND TO IMPROVE THE GENERAL APPEARANCE AND USE OF THE SITE. IN NO CASE SHALL MORE THAT 25% OF THE SITE BE REQUIRED TO BE LANDSCAPED IN THE B-2 BUSINESS GENERAL ZONING DISTRICT. Proffer Statement REZONING REQUEST PROFFER Property Identification Numbers 7540-104,105 & 107 Opequon Magisterial District JASBO, INC., FRED L. GLAIZE, III, FREDERICK DEVELOPMENT, INC & JAiv ES L. BOWMAN "Tasker Road and Warrior Road Commercial" Preliminary Matters Pursuant to Section 15.1 - 491.1 t se . of the code of Virginia,1950, as amended, and the provisions of the .Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned applicant hereby proffers that in the event the Board of Supervisors of Frederick County, Virginia, shall approve Rezoning Application # -27 for the rezoning of 35.67,4 acres from Residential Performance (RP) Zoning District to the Business General (B-2) Zoning District, development of the subject property shall be done in conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the applicant and such be approve-d by the Frederick County Board of Supervisors in accordance with Virginia law. In the event that such rezoning is not granted, t these proffers shall be deemed withdrawn and of no effect whatsoever. Theseo; ffers shall be binding upon the applicant and their legal successor or assigns, cans artation Irprovements to Offset Impact of i?evei.opmr►.gn# A traffic: impact study will be conducted using VDOT procedures for each site development use proposed within the Tasker Road & Warrior Road Commercial site at the time of site plan review. Improvements will be constructed by the undersigned as required by VDOT regulations for the predicts: 1 traffic impacts based upon the specific use proposed. estrict,d Uses The undersigned;, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezcning for the 35.6774 acre tract, lying along Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2, the undersigned will restrict the use of the property by not allowing the following uses: REZQNLXG REQUEST PROFFER Property Identification Number 754(0-104,105 do 107 'Tasker Road and Warrior Road Com mercid Page 2 • Automotive dealers • Gasoline service stations (pumps at convenience stores are allowed) • Hotels and motels • Car washes • Golf driving ranges and miniture golf courses • Batting cages * Membership organizations • Civic, Social and fraternal organizations • runeral homes & crematoriums • Drive-in theaters Restricted Hours of Operation The undersigned., who owns the .above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning for the 35.6774 acre tract, lying along Tasker Road in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2, the undersigned shall restrict hours of operation by requiring businesses to be dosed from 11:00 p.m. to 6:00 am. Parcels, ;o be Rezon D-2 The undersigned, who owns the above described property, hereby voluntarily proffer.-i that if the Board of Supervisors for Frederick County, Virginia approves the rezoning for the 35.6774 acre tract, lying along Tasker Road in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2, the undersigned reduces the rezoning request by eliminating parcel 1 as shown on the attached plan entitled "Tasker Road & Warrior Road" dated 2/10/98 by Gilbert W. Clifford & Associates. Monetkiry Contribution to (Xfset Iglwct of Development The undersigned, who owns the above described property hereby voluntarily proffers that if the Board of Supervisors for the County, of Frederick, Virginia approves the rezoning for the 35.6774 acre tract, lying along Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2, the undersigned will pay to Frederick County for the Stephens City Fire and Rescue Company. The sum of $6,545.97 at the time the first building permit is applied for and issued. n ��.1H f a C t� C.E. MADLGY, JR. o CERTIFICATE NO. U 7091 TREGTSTERED PR01 ESSIf�NA _ : _ ENGINEER _,-U k April 2004 Sheet 1 or 2 gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 R+A PH Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 501 [WI C Cm - 1.94 ACRES SPACE ® 'ACRES 3 24 8,700S.F. . Bch I iP �i z! 23 400 S.F. 87 PARKING SPACES v 6- I �� y y- n I iTl ® -' 125 PARKING SPACES ' Zn - O PROPO Eo WATM MW --- \ N & FRED L. GLAIZE III 1 `� ` 0 JASBO. RETAIL INC. ® SPOTTED EAGLE LANE � zoNED 62 RETAIL/RESTAURANT p �4 ' m EX. POND Q 2.88 ACRES ® I �, �_ l� / . C 1►.L. ysf..z (Proposed, Inter -parcel Access) 1 , ACRES S 14,225 S.F. 77 PARKING SPACES (!,8,160 S.F. RETAIL / 4,700 S.F. RESTAURANT RETAIL PARKING SPACES / 47 REST. PARKING SPACESPEN I< - ` _ w S t m OPEN. P. ACE . Apro— fc G� s / .✓ � 50 Common Buffer (Full Landscape Screen -See Detail) _ 1 I - OPEN SPACE --_ i —1_. ... �6i®®m®Dm®®mbjd� 6�6ibj.. 6j®m®bj bj6i®®®®Qi®®e®2s•®b�gm®6�®b�m6�6�®bi®®®®'®6�6i0050(90(96�®' / I GENERAL NOTES: 1) ALL NEW UTILITIES TO BE PLACED UNDERGROUND. 2) SANITARY SEWER & WATER AVAILABILITY PER FCSA. 3) CURB AND GUTTER, PEDESTRIAN WALKS AND STREET LIGHTS WILL BE PROVIDED. Y -,,.,. 4) ALL STREETS TO BE PRIVATE. 14, Existing Pavement rY Cmh) tY ow ti `R�VATEs^iREET9�ci.,_. TYPICAL ROAD WIDENING SECTION "A —A" N. T. $1, NOT TO SCALE ENVIRONMENTAL FEATURES AREA IN ACRES TOTAL DISTURBED % DISTURBED % IN O.S. AREA IN O.S. FLOODPLAINS 0.00 0.00 0.00 0% 0.00 LAKES & PONDS 0.00 0.00 0.00 0% 0.00 NATURAL RETENTION AREAS 0.00 0.00 0.00 0% 0.00 b §V.E ES(+25%) 0.00 0.00 0.00 0% 0.00 NOODLANDS_ 12% -`— 1.00 WETLA 0.00 0.00 0.00 0% 0.00 a division ... .t t. °i P"3 rr ? `.�.,. .'rJ 'L.^ i.r 1 '� Yr. `�+ R $ .,1.,.,. s1,, � i i� 't1 ._s1 ii.i;;t.::el}+ �. iy.i(j��nt, .iliL u '.�'?i:`tt Viralni,3 1. 6,01 PRELIMINARY MASTER PLAN Easement Line 25' ACTIVE BUFFER Warrior Center Property Line Guards O Mosby Station Property line 6' High Board Fenea 5' Double Trees, 4RoToofond/3Spoced 10White ��rt 1/3 Deciduous 10' ® —0 25' INACTIVE BUFFER 5' ---1 10' Easement Line — — _ TYPICAL FULL LANDSCAPE SCREEN BUFFER ALONG GUARDS © MOSBY STATION PROPERTY NOT TO SCALE WARRIOR CENTER OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA LEGEND — — PROJECT BOUNDARY LINE NEW RIGHT—OF—WAY LINE — — ADJOINER PROPERTY LINE S EX. SAN. SEWER PROP. SAN. SEWER PROP. WATER MAIN NOTE: UTILITY LOCATIONS ARE SUBJECT TO CHANGE WITH FINAL CONSTRUCTION PLANS AREA SUMMARY AREA IN STREET 1.50 Acres AREA IN OPEN SPACE 1.61 Acres AREA IN COMMERCIAL 7.62 Acres Total 10.73 Acres rn 1*1 Owner/Developer Jasbo Inc. & Fred L. Glaize, III Vicinity Map Approved By: Director of Planning and Development Date County Administrator Date Owner/Developer: P.O. Box 888 ■ Winchester, Virginia 22604 Date Jasbo, Inc. Date Et Als Date Scale: 1 " = 5 0 0 ' Project Summary TOTAL AREA: EXISTING ZONING: EXISTING USE: PROPOSED USE: NUMBER OF PHASES: TAX IDENTIFICATION NUMBER: MAGESTERIAL DISTRICT: WATER AND SEWER AUTHORITY: TOTAL SQUARE FOOTAGE PROPOSED TOTAL PROPOSED F.A.R..: TOTAL PARKING REQUIRED: TOTAL PARKING PROVIDED: NY,ARRIOR R 10.7333 ACRES B-2 GENERAL BUSINESS VACANT RETAIL, RESTAURANT & COMMERCIAL 1 75-A-105 (PORTION) OPEQUON FCSA 47960 SF OF RETAIL 13200 SF OF RESTAURANT 13.08% 240 FOR RETAIL 132 FOR RESTAURANT 243 FOR RETAIL 134 FOR RESTAURANT THIS PARCEL WAS REZONED UNDER APPLICATION #002-98 FROM RP (RESIDENTIAL PERFORMANCE) TO B2 (BUSINESS GENERAL). Business and Industrial Zoning Districts B-2 Dimensional and Intensity Requirements FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS: FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS: SIDE YARD SETBACKS: REAR YARD SETBACKS: FLOOR AREA TO LOT AREA RATIO (FAR): MINIMUM LANDSCAPED AREA (PERCENTAGE OF LOT AREA): MANJMUM HEIGHT: 50 FT. 35 FT. 0 FT. 0 FT. 1.0 15% 35 FT. ■ Opequon Magisterial District ■ Frederick County, Virginia Master Development Plan Application MINIMUM LANDSCAPED AREA: IN THE B-2 BUSINESS GENERAL ZONING DISTRICT, THE PLANNING COMMISSION MAY REQUIRE THAT MORE THAN 1 T/, OF THE AREA OF A SITE SHALL BE LANDSCAPED IN ORDER TO MEET THE INTENT OF THIS CIAPTER. ADDITIONAL LANDSCAPED AREAS MAY BE REQUIRED TO ENSURE THAT ALL UNUSED AREAS ARE LANDSCAPED AND TO IMPROVE THE GENERAL APPEARANCE AND USE OF THE SITE. IN NO CASE SHALL MORE THAT 25% OF THE SITE BE REQUIRED TO BE LANDSCAPED IN THE B-2 BUSINESS GENERAL ZONING DISTRICT. Proffer Statement REZONING REQUEST PROFFER Property Identification Numbers 754(A))4fH,105 & 107 Opequon Magisterial District JASBO, INC., FRED L. GLAIZE, III, FREDERICK DEVELOPMENT, INC. & JAMES L. BOWMAN ' *Taskear Road and Warrior Road Commercial" Prelimina1y Matters Pursuant to Section 15.1 - 491.1 te�eg., of the code of Virginia,1950, as amended, M and the provisions of the.Frederick County Zoning Ordinance with respect to conditional zop=L& the undersigned applicant hereby proffers that in the event the Board Sup rs of Frederick County, Virginia, shall approve Rezoning -97 r the rezoning of 35,6774 acres from Residential Performance ) Zoning istrict to the Business General (B-2) Zoning District, development of subjec property shall be done in conformity with the terms and conditions set o herein, except to the extent that such terms and conditions may be subsequently amended or revised by the applicant and such. be approved by the Frederick County Board of Supervisors in accordance with Virginia law. In the event that such rezoning is not granted, then these proffers shall be deemed withdrawn and of no effect whatsoever. These proffers shall be binduig upon the applicant and their legal successor or assigns. Tran:%vortation Improvements to Offset impact ctf Development A traffic impact study will be conducted using V'DOT procedures for each site development case proposed within the Tasker Road & Warrior Road Commercial site at the time of site plan review. Improvements will be constr;.cted by the undersigned as required by VDOT regulations for the predicted traffic impacts based upon the specific use proposed. Restricted Uses The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of -Supervisors for Frederick. County, Virginia approves the rezoning for the 35.6774 acre tract, lying along Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to 13-2, the undersigned will restrict the use of the property by not allowing the following uses: REZONNG REQUEST PROFM Property xdentifiestian Number 75-((0-104,105 & 107 `Tasker Road and Warrior Road Commercial" Page 2 • Automotive dealers • Gasoline service stations (pumps at convenience stores are allowed) • Hotels and motels • Car washes + Golf driving ranges and miniture golf courses • Batting cages * Membership organizations • Civic, Social and fraternal organizations • .Funeral homes & crematoriums Drive-in theaters Restrir,:ed Hours of Operation The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning for the 3546774 acre tract, lying along Tasker Ruad in the Opequon Magisterial. District of Frederick County, Virginia from RP to B-2, the undersigned shall restrict hours of operation by requiring businesses to be closed from 11:00 p.m. to 6:00 am. Parcels to be Re4g13-2 The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning for the 35.6774 acre tract, lying along Tasker Road in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2, the undersigned reduces the rezoning request by eliminating parcel 1 as shown on the ai<ached plan entitled 'Tasker Road & Warrior Road" dated 2/10/98 by Gilbeit W. Clifford & Associates. Monetary Contribution to Offset ImRad of Development The undersigned, who owns the above described property hereby voluntarily proffers that if the Board of Supervisors for the County of Frederick, Virginia approves the rezoning for the 35.6774 acre tract, lying along Tasker Drive in the Opeq�ann Magisterial District of Frederick County, Virginia Imm RP to B-2, the undersigned will pay to Frederick County for the .Stephens City Fire and Rescue Company. The sum of $6,545.97 at the time the first building permit is applied for and issued. L C.E. MADDOX, JR. CER'(IF-I(__'ATE NCI. t'-) 7091 w� REGISTERED PRO. ESSI(JItir,i_ ENGINEER April 2004 Sheet 1 or 2 gilbert w. clifford & associates a division of Patton Harris Rust R Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 R+A PH Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 N 191 � I b� k OPEN SPACE 6i I EX. POND WL, 781.2 I - 1 y� MOsg y sTA T/ON Fur URE CEDAR MpUNTq IN DRIVE GENERAL NOTES 14' LEGEND 1) ALL NEW UTILITIES TO BE PLACED UNDERGROUND. Existing Pavement \ Easement �� — — PROJECT BOUNDARY LINE 2) SANITARY SEWER & WATER AVAILABILITY PER FCSA. �, ot '' --- y--_ NEW RIGHT—OF—WAY LINE 3) CURB AND GUTTER, PEDESTRIAN WALKS AND STREET LIGHTS WILL BE PROVIDED. r s;.,. , a•+' 1 , r/s•:+' 4) ALL STREETS TO BE PRIVATE. ��� — — ADJOINER PROPERTY LINE 25' ACTIVE BUFFER S EX. SAN. SEWER Af-0W—TAA-&E1 C" CONOWV S PROP. SAN. SEWER wartlar,�,� �,,, PROP. WATER MAIN PFIVATE STMEET SECTION TYPICAL ROAD " +� WIDENING SECTION A -A Guards O Mosby StWon Property Une — 6' High Baard Fenee 5' N. T.S. NOT TO SCALE o—w1okv—Awl, —* * -- DoubleTress. 4TToliron/ on/3to ort 1/3 Deciduous 10' ss' INACnvE BUFFERNOTE: UTILITY LOCATIONS ARE SUBJECT ENVIRONMENTAL FEATURES 5' 10 TO CHANGE WITH FINAL CONSTRUCTION PLANS Easement Une AREA IN ACRES TOTAL DISTURBED % DISTURBED % IN O.S. AREA IN O.S. INS FLOODPLALAKES AREA SUMMARY & PONDS 0.00 0.00 0.00 0% 0.00 NATURAL RETENTION AREAS 0.00 0.00 0.00 0% 0.00 STEEP SLOPES(+25%) 0.00 0.00 0.00 0% 0.00 TYPICAL FULL LANDSCAPE SCREEN BUFFER AREA IN STREET 1.50 Acres WOODLANDS 7.90 6.90 87.34 12% 1.00 ALONG GUARDS MOSBY STATION PROPERTY AREA IN AREA IN OPEN SPACE 1.61 Acres COMMERCIAL 7.62 Acres WETLANDS 0.00 0.00 0.00 0% 0.00 NOT TO SCALE Total 10.73 Acres � L�IViS3C�i1 c t PRELIMINARY MASTER PLAN WARRIOR :;ENTER OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA l \ 1 \ o � \ � o � I � o r 49 FAARIOR DRIVE -ROUTE 719 POSTED SPEED UMIT 40 MPH o 60 0 60 Scale 1 " = 60 ft 180 �111�i11�1�►I�. i� r All 000, I I I I I 1 I 0 =I Z g a. 0 w F- w J wLLJ 0 ~ O W MQ U Lr- ((n Y ZZ< w m(L .48Z w� w0 � �U XW O Ow _ w XW Q gu_ 3 U J �• N ,,� E N O r O C (o Lo ui I 3 .� V) N N N O i J ` ) > Lf' Lrt) a o v to � s E o W U- vo E z LLI R (L �U) zOf J w � w V�z 0w SURVEY: C.I.: PL-PLC. NA DRAWN BY: JOB NO.: PL-PLC. 0502007 SCALE: DATE: 1 "=60.0' 08/26/06 SHEET: 1 / 1 F:\T-M\DRAWINGS�,UM (01-78-06)WrOlOe eilp Ret*%far o Task"W l tSs PAINTER-LEWIS, P.L.C. CONSULTING ENGINEERS 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Z/; 73 Tel.: (540) 662-5792 Fax.: (540) 662-5793 October 7, 2008 Mr. John Trenary, Building Official Frederick County Inspections Department, FRE 107 North Kent Street UBVpWpR�kCpUNry Winchester, Virginia 22601 NSPE�jpNS Re: Warrior Drive Retail Center Site Plan Modifications Dear Sir: Please find herewith the revised cover sheet and layout plan for the Warrior Drive Retail Center. This plan indicates the minor changes made regarding the layout of the handicapped accessible parking spaces that are needed for the proposed Warrior Center Physical Therapy office. In accordance with the 2006 International Building Code (IBC), twenty percent (20%) of the required parking spaces must be handicapped accessible. The tenant area for this office is proposed to be 1720 square feet which requires seven (7) parking spaces (1720 SF/250 => 7 spaces). Twenty percent (20%) of these spaces, totaling two (2) spaces, must be accessible (7 x 20% = 1.4 => 2 spaces). The plans have been modified to accommodate these additional spaces. Please note that the spaces have been located at different points across the front of the center for a more equal distribution of the accessible parking requirement. Thank you for your attention to this matter. If you would have any questions or would require further assistance please do not hesitate to contact me. Sincerely, �,�� CS///�M4411 ` - Tim G. Painter, P. E c: Mr. Steve Diehl, Vice President of Estimating Lantz Construction of Winchester 221 Aviation Drive Winchester, Virginia 22602 Page 1 GENERAL NOTES 1. The property delineated on this plan is located at the intersection of Warrior Drive and Tasker Road in the County of Frederick, Virginia. The site is currently vacant. The developer/owner of the property proposes to construct a Retail Center on a 3.2464 acre parcel. The primary site entrance will be from Warrior Drive. 2. Property Owner : Ervin Developement 1830 Plaza Drive Winchester, Virginia 22601 3. Developer: Contact: Mr. Dave Ervin Ervin Development 1830 Plaza Drive Winchester, VA 22601 Telephone: (540) 722-9799 4. Engineer/Landscape Architect: Contact: Mr. Tim Painter PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (54W) 662-5792 5. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. Boundary information was taken from existing records. 6. Site Data: Parcel Area: 3.2464 Acres P.f.N: 75-A-105 Zoning: B-2 Magisterial District: Opequon Existing Use: Vacant Proposed Use: Retail Front Yard Setback (R.O.W.): Required- 50' Provided- 116.28' Rear Yard Setback: Required- 0' Provided- 40' Side Yard Setback: Required- 0' Provided- 31't Maximum Building Height: Allowed- 35' Proposed- 35' Max. F.A.R. Allowed- 1.0 Provided- 0.1733 Total Building Floor Area= 24,507.56 sf Openspace Required- 15% (0.487 acres) Provided- 15.66% (0.5084 acres) Impervious Area: Allowed- 85% Proposed- 84.34% (2.738 acres) Total Building Footprint Area- 24,508 sf Total Asphalt Pvmt. Area - 83,816 sf Total Concrete Pvmt. Area - 10,945 sf Total-119,269 sf 7. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 8.69' Parking Spaces: Required-(1) space per 200 sf of retail space retail area: 24,508ef/200-122.54 spaces Required- 123 spaces Provided- 127 spaces including (7) Handicap spaces Loading Space: Required- (1) space for 30,0009f-100,0009f of floor area Provided- (2) 8. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 9. Landscaping, Buffers, and Screening: See Sheet 12. 10. Lighting: Parking Areas shall have pole mounted area lights. All proposed lights shall be oriented to preclude any off -site illumination. 11. Trash Receptacles: (1) Fenced Dumpster Pad Facility 12. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. Monument style sign will be provided as well. 13. Storm Water Management is provided by an underground storm water detention facility along the eastern and northern limits of the parking areas. Please refer to the Storm Water Management Report provided by Painter -Lewis, P.L.C. 14. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0200 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- The site contains approximately 2 acres of woodlands. 15. All utilities connected to this site shall be placed underground. REZONING REQUEST PROFFERS RESTRICTED USES: The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rozoninn of 35.6674 acres, lying along Tooker Drive in the Opequon Magisterial ' rict of Frederick County, Virginia from RP to 8-2 the undersigned will trict the use of the property by not allowing the following uses: • Automotive Dealers * Gasoline service stations (pumps at convenience stores are allowed) ' Car washes s Golf driving ranges and miniature golf courses • Batting cages ' Membership organizations ' Civic, Social and fmtemal organizations ' Funeral hones & crematoriums • Drive-in theaters RESTRICTED HOURS OF OPERATION: The undersigned, who owns the above described property, hereby voluntarily proffers that if the Board of Supervisors for Frederick County, Virginia approves the rezoning of 35.6674 acres, lying akmg Tasker Drive in the Opequon Magisterial District of Frederick County, Virginia from RP to B-2 the undersigned shall restrict hours of operation by requiring buisneoa to be closed from 11:00 p.m. to 6:00 a.m. WARRIOR DRIVE RETAIL CENTER WARRIOR DRIVE & TASKER ROAD OO PEQUOO N MAGISTERIAL DI87'0'C7 FREDERICK COUNTY, VIRGINIA COUNTY OF FREDERIC —_�--------a--J-------------------% C:: --- —® WARRIOR DRIVE (ROUTE 712L®--®----- _® �. 75—A-117 -- -- -- \ JASBO INC. ZONED. RP USE. SINGLE FAMILY DETACHO N I • Uj JASYO INC. & FRED L GLA12E EX. IaON� co I ZONED. 82 71 PROP. RETAIL CENTER USE VACANT I I �'.. �. I 8.34.0 ACRES USE OPEN SPACE USE. OPEN SPACE \O '-75—A-105 FRED L GLA12F, JASBO INC. ET AL ZONED. 82 USE. VACANT TRAFFIC IMPACT ANALYSIS 1 "=100.0' ME TRIP GENERATION 7th EDITION SHOPPING CENTER #820 TRIP ENDS BASED ON 1000 sq. ft. GROSS FLOOR AREA GROSS FLOOR AREA: 24,508 sq. ft. WEEKDAY: Ln(T)=0.65Ln(X)+5.83 SATURDAY: Ln(T)=0.63Ln(X)+6.23 Ln(T)=0.65Ln(24.508)+5.83 Ln(T)=0.63Ln(24.508)+6.23 Ln (T) =7.909 Ln (T) =8.245 T=2,723 T=3,810 WEEKDAY A.M. PEAK HOUR OF GENERATOR: SATURDAY PEAK HOUR OF GENERATOR: Ln(T)=0.60Ln(X)+2.29 Ln(T)=0.65Ln(X)+3.77 Ln(T)=0.60Ln(24.5O8)+2.29 Ln(T)=0.65Ln(24.508)+3.77 Ln(T)=4.209 Ln(T)=5.849 T=67 T=347 50% TURNING MOVEMENT: 34 VPD 50% TURNING MOVEMENTS: 174 VPD WEEKDAY P.M. PEAK HOUR OF GENERATOR: Ln(T)=0.66Ln(X)+3.40 Ln(T)-0.66Ln(24.508)+3.40 Ln (T) -5.51 1 T=247 75—A-105 THE R"ND GROUP INS #V40015J92 ZONED. RP USE- SINGLE FAMILY DETACHED ABBREVIATIONS ASSY. ASSEA�LY 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 CMSS F CCOONCCRETE 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. EXISTTNGG F.F.E. pp� n IISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GU FH FIRE HYDRANTER F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP 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., 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 MIDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: WARRIOR DRIVE RETAIL CENTER SHEET 1 /13: COVER SHEET SHEET 2/13: GENERAL CONSTRUCTION NOTES AND EROSION do SEDIMENT CONTROL NARRATIVE SHEET 3/13: SITE LAYOUT PLAN SHEET 4/13: STIE EROSION AND SEDIMENT CONTROL PLAN SHEET 5/13: SITE GRADING PLAN SHEET 6/13: SITE LANDSCAPE PLAN AND DETAILS SHEET 7/13: SITE STORM SEWER PLAN AND PROFILES SHEET 8/13: SITE STORM SEWER PLAN AND PROFILES SHEET 9/13: WATER MAIN PLAN AND PROFILE SHEET 10/13: WATER MAIN PLAN AND PROFILE AND DETAILS SHEET 11 /13: SANITARY SEWER PLAN AND PROFILE SHEET 12/13: EROSION do SEDIMENT CONTROL AND MISCELLANEOUS CONSTRUCTION DETAILS SHEET 13/13: CONSTRUCTION DETAILS ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA ,SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL VNARRIUOR DRIVE RETAIL CENTER WARRIOR DRIVE & TASKER ROAD OPEOUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA RESPONSIBLE LAND DISTURBER 46'LTH 0� y! NAME: PAINTERmLEWIS, P.L.C. CERTIFICATION 116 South Stewart Street DATE: U s Winchester, Virginia 22601 8260 Telephone (540) 662-5792 THE RESPONSIBLE LAND DISTURBER IS THE '°.� /of o7 f(o�r `, Facsimile (540) 662-5793 PARTY RESPONSIBLE FOR CONSTRUCTION do '2y,6 Email: office®painterlewis.com MAINTENANCE OF ALL THE LAND DISTURBING fONA1 ACTIVITIES AS SET FORTH IN THESE PLANS. CONSULTING JOB NO.: 0502007 SHEET: ENGINEERS August 16, 2005 1 / 1 3 Latest Revision Date: October 7, 2008 m m m m O IIU) 2 0 �� o 200.00 150.00'--- ID N II w NOTE: VDOT LANE MARKINGS U U O IZ RAISE EX. DI-1 ALL PAVEMENT MARKINGS SHALL z Q (j O 0 2 �' V) TOP TO AND FORM 726.1011 BE TYPE B, CLASS I, Lo CONCRETE PROP OLI SD MRKING A T R VEMENT PROP. 4'-2' SOLID Y v�5 THE TOP FOR A IAL 11 WHITE LINE =_ an- in-s .s i i = -: SIP ENE t11 4- _ _ _ _ PROP PROP. 150' _ i 0 TRRA SMOOTH ITION I I Jr TURNING LANE2' TAPER O i _ _ 1 Ex. 133.14'-15" CM° Of.667T �- FROM THE EOP. cn DI-1 Sform Wet PROP. 4' O O O s PROP. 12'xs oPa H \ N A \ � EX. SAN. M4 \ 10'R CONCRETE f5'/ RQ° M-722.26 N ►•1 \ o '15-0� o\i 4) o MN Top-726.98 FLUME. I I 15'0 RCP M=722. 10 157/ M=719.69 CQ� 6 R RCP Out-722.03 PNI VW LW 40 M \ n I k NOTE: WARRIOR DRIVE WIDENING DURING THE WIDENING OF WARRIOR00 N Z L WILL NOTE: VDOT LANE MARKINGS I I BE AS SHOWN INT ECVIRGC IINIAOWORK ALL PAVEMENT MARKINGS SHALL TRAFFIC COUNT 19,000 AADT AREA PROTECTION MANUAL (MAY 2005), BE TYPE B, CLASS I, 1.21 MI. TO S.R. 277 W FIGURE TTC-4.0, STATIONARY OPERATION SOLID THERMOPLASTIC PAVEMENT PROP. 4' SOLID with 4' MARKING MATERIAL. WHITE LINE 0.13 MI. TO S.R. 642 \ II ON SHOULDER. - -��-n- , _ _ - -- 825'+ SIGHT DISTANCES 736'+ -__-- --------------------------_--------- - i PROP. 100' TAPER �' �► / / M 14' TURNING LANE o PROP. 100' -14' TURNING LANE _-; PROP. PROP. 5 �_ PR. CG-7 f_ �_ R _ t PR. CG-7 �- � i 1 - --- " 00 o =' o PROP. 149.95'-15'/ RCP, -° ^ -° ^ �° A A PRbP. 10' BIf�E PATH . 10.00' $ o PROP. HC o ° CL III O 0.97X Slope °° PROP. HC �° Ex +Fw� EX 1 ° N RAH gEo GR-9 o PROP. PROP• o LO.dS 79� �ItOP. 1b', 91KE PATH 10.00' �N o c RAMP �° o ° NDC NDC °° o o RAMP o 721,ST' • PR.' ' . �. GR.2 TtONs ...� LwHT p r �0 00• III O a_32x slaw GE nn� 0 ' '0'R 24" S P BAR_11 - - J - - - _ PROP. PROP. 168'-24'/ RCP, PROP. 12.05' 12"/ P, o I ' 20.00' CL III O 0.30% Slope " LIGHT CG-1 ENTRAN E °' 4 \ C 1S0' 38 / P, CL O 0. 3X S DRAINAGE ESMT. ., N E - - o .. N C!! 1 0 0. 3% Slope 8 I w z No SIGN o �_ 0 j A PROP. ES -1 N c PROP. 25.4 '-15i RCP, 5 R PR. -PROP. 10 TRANS UG 0. LIGHT S R O = 1 CL III O 1.18% Slope _ PROP. O 0 70X SI 'O �,, \ 13 R INV. OUT-72 .00 50 BRL _ - - cl III - __- - \� _j � N PROP. PARKING �' PR P. 54.00 -21'/ RCP, B - -- O III O 0 SOX Sio O g - PRO y , =12' `o o 726_0 o v N I URS 1� 5 RUNS 150 -36 / PERFORATED 'w.R TR/1NSITION4.5' 0. 8 A R �� \\ \� PVC. O 0.33X Slope -' URB 12 INV. IN- 20.60 z _ t� $ 21 " INV. IN=720.60 Q 6'R rn 4 (typ. R 40'R CL _0 PROP.2FHH 10 R g TRAN m� ON 'R �� I R LAJ O 24" INV. OUT 720.50 a ,h 13 ^, I , (gyp') �, �-- B� PROP_ MH-1 l cr m "♦ ai v I oL N ,/ #3 ❑2 - $ 9.00' o No ® NoQ.. He .. $ 0 �., (tm•)[--16' 8 Z TOP 725.10 RO� �� 3 0 5 g RAP _6 3 g 1 t '1 0o' S' PROP. 41D �PROOPOSED WATER LINE () W C� F o I i T k PIPE SHALL BE EXTENDED J 36" INV. IN= 20.70 ,� e � Q' ° BEYOND PROP. EOP. Y 36" INV. IN= 20.70 � s.0o 18.00 ,,� ., E uG . .o ,R � 12" INV. OUT 720.70 I _ PROP. - - PROP. ------ - - - -- _ _ . PROP. I - - P. TEMP. 2"/ MP. 54.151, C ! STOP SIGN RAMP 189.68' B2 PROP_ MH-1 I RESTRAINED D 8�(6 PROP. 8" WATER MAIN 8' PROP. 30' a STOPS wmu OF 1PM. 60 LINE BLOW -OFF VALVE SY. Q. TOP 726. O ou FSI� WAILH LINE PROP. 74.00'-15-/ RCP, PVC, SDR 21 PIPE . 5E ' I a 15" INV. IN= 22.60 - - - - - - - - - - 36" INV. OU =720. o i1419414.7532 F CL M O 1�SX Slope PROP, INTER -PARCEL ACCESS _ - - - T P 7 6. PROP. INTER -PARCEL AC 16'-1 _ HC 3.2464 ACRES HC -- - Ion cn INV. IN-716.7� 63 PROP. DI-3E, L 10 STD RAMP RAMP PROP• 6`xa`xe TEE o INV. our-71 s.5o - I cRoss wAlx - p 273.20' p Y O - 5' SEMD - _- (3) 8' GV R BOXES - TOP 727. i �• , -- - 15" INV. OU - 21.40 "� I Q- O :r 777;;;. 5' WALKWAY 6.00FIR.' U 6. A" STOP SIGN O O N WAY '� v 8 21,' PR9P. CONC. WAUC�VAY v ° I ,gym D - .• - _ SEE SHEET 11 FOR W 54 19 00' LIGHT CONTINUATION OF B4 PROP. DI- L=10' = r 50.00' ---- PR. - v MAIN p v v - W \ :1RB a LL1 TOP = 727. PROP. S LIGHT © 9.D0' o 0 21 �i1,7 7� 66 TRANSITION 15" INV. IN= 1.40 I ONE W C { (�,.) o '_ F� ate. 21 INV. OUT 1.40 p " DO NO D :;� I " 9 40 R - ENTER PROP. LANDSCAPE P. DI-3 L= A �� PROP. oLANDSCAPE AREAS•T7 �- n 7 '8. d TO - 726. 0 I oARFJA $ D �'`',, I RIXAi�IPs CROSS WALK N n O N- W,r,� 5INV. OUT=721.5 t I ,� _ tt�o' - - _ - - a PROP. PARKI - N U - E 1 INV. J;Q D d v ,LS� c EX. HDCP 1 �� g ■ 50 J I N = J15 I = RAMP a o Top=7? . ■ --18.00' ° 5.75' 115'/ In=715 tt1 �_ a PROP. DI 38, L=12' H 6, + �'� 15'� OUT-71�16 I 1,1N�, N M E B6 TOP = 0 + _ 0 " � ^ o v o v . a• 9.00, v INv=�2o.2b ; 15 INV. _ 23.00 I- $ u �' p (typ) - ( C O PROP. �QIdC: - J� H 1N3 1ON C6_ N O -- 21.21' a 7� T' T' 24•QOD o ru T N � CN POND v v © 0 60.00' PROP. SIGN v ca PROP. MH-1 AREA o D "$ cr pj' h 2 ONE WAY 3 •` r c D v rj j O TOP = 727.9 D AAA v - / `� v 10 90' iv a PROP. STflP S EN-�ESS(� W EA 24" INV. I N= 21. 0 PROP. - v I�Nt�sc K , I J 36" INV. OU = 21. 6.71 uu.cn•oc _ v ENT r�� v D �oo.,e ,.,., ,.W.., �,• I 1 '"' 1 ` v PROP. DI-3B, L G TOP = 727.40 25' J --18' I- O ?�• 15 INV. IN 72 21 " INV. IN 70 .� 24" INV. 722.40 Oro PROP. J- PRO E, L=10' I ,F RESTRAINED /o 1 T - 72810 0 5BEND r! b-0,, INV. OU=724.20 $. 0 • PROP. DI-3 , L=10'$ J A1100 Ne1 E TOP = 727. 0 d •o L 2- 15" INV. IN 723.50 Hf WATER 21 " INV. IN=723.10 21 " INV. OU=723.00 ; 3 NA 8-X8.X6- TEE 2.67'R 5.00' PROP. DI-3B L=12' E TOP = 727. 0 WATER METER LOA[ 15" INV. OUT=723.80 g N ASSY v PROP, PROP. DI-3 L=12' CONCRETE O TOP = 728_ 0 DUMPSTER PROP. FH a• , PAD ' ASSY. #2 PROP. can 18" INV. IN=724.00 R RESTRAMrED RFNID OU=723.80 _ 2D.00' _1 \-PROP. 20' PROP. DI-3C L=12' WATER-UNf-- 10.00, - OTOP = 728.20 ESMT G 18" . OUT=724.60 EX 18" INV IOUT=725 15 (Field) l 1INV. IN= 25.25 H PROP. DI-1 OP = 728.00 15" INV. OU 725 0 PROP. BOARD on BOARD FENCE 115.00 PROP. RAMPS Area:PROP. RETAIL CENTER 1 • • • • .. PARKING 1 .. PARKING PROPOSED: 128 .. PROP.• •. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■N■■■■■■■■■■■■■■■■■■■■■■■■■■■■1:1:�■lh�Z•I:■■■ Now /M■■■■■■■■■■■■■ •:JW1 PROP. . ' WATER MAIN A a.SDR-21 PIPE 25- INACTIVE BUFFER .. �� Common Shared Buffer & Screening Easement Instr./D40015392 3 72' ' 12' �i S o n o w ri U) N L O C14I---- - W to U av,- v_ ra o I I (T\ e 3 I° J M E � F ►la O \�Q4 l 60 R �� A 2 i.i. z PROP. C� LANDSCPE w AREA - - -y� w dQ` \/ PROP. 20' Z v� �J;¢ PROP. FH WATER LINE z Z ASSY1 ESMT w D v 5.00' Q S' STONE FI E RUNOFF AREA witWUJITIII-- O ING ZONE --- - -- --/ - -- --- E txTH 0r Dl i 0 PR g U ES MT ! 8 a �- 18260 ��. SEE SHEET 9 FOR - G(SNTINU�N OF F �V��AA MAlbL ti ! BOARD FENCE on 8'x8*x8- TEE �rONAL o (2) 8- G.V. & BOXES I PROP. 10' CONNECTION BACK TO SURVEY: VOW WATER MAID- PL-PLC. NA EASEMENT 150.00, DRAWN BY: JOB NO.: PL-PLC. 0502007 2O O ZO 6O SCALE: DATE: 1 "-20.0' 08/16/05 SHEET: 3� Scale 1 " = 20 ft 4 f k�p�,