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HomeMy WebLinkAbout39-04 Shenandoah Honda - Commercial ATV Sales - Red Bud - BackfileGENERAL NOTES 1. The property delineated on this plan is located on the east bound lane of Route 7 in Frederick County, Virginia. 2. PROPERTY OWNER/DEVELOPER For My Kids, LLC. 122 Walls Circle Winchester, Virginia 22602 3. ENGINEER/APPLICANT: Painter -Lewis, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 4. SURVEYOR: Anderson & Assiociates, Inc. 7722 Main Street Middletown, Virginia 22645 Contact: John Ross Telephone: (540) 678-8500 Contact: Timothy G. Painter, P.E. Telephone: (540) 662-5792 Telephone: (540) 869-2501 5. The Site for proposed development is parcel: 55((A))81. The total parcel area is 2.02 acres. 6. LOT DATA: Zoning: B2, Residential Performance District Proposed Use: ATV Sales Current Use: Vacant 7. ZONING REQUIREMENTS: Front Yard Setback: Required- 50.00' width Provided- 62.31' width Side Yard Setback: Rear Yard Setback: Building Height: Required- 0.0' width Provided- 23.69' width Required- 0.0' Provided- 8.24' width Maximum Ht- 35' Actual Ht- 31' Building Area: Proposed Building: 26,380.00 sq. ft. F.A.R.=(26,380 sq. ft./2.02 acres)=0.30 8. Parking Space Requirements Motor Vehicle Sales: 1 Space Per 400 s.f. Building Space Plus 1 Space Per 3,000 s.f. Outside Display Area Accessory Uses: Warehouse: 1 Space Per Employee Office: 1 Space Per 250 s.f. Service: 1 Space Per Service Bay Sales Space Provided: 8,000 s.f. Building Space=20 Spaces Warehouse Space Provided: 14,380 s.f. with 4 Employees= 4 Spaces Office Space Provided: 2,000 s.f. = 8 Spaces Service Space Provided: 2,000 s.f. with 1 Bays = 8 Spaces Total Parking Required= 38 Spaces Total Handicapped Parking Required=2 Spaces New Spaces Provided= 40 New Handicapped Spaces Provided=2 9. Landscaping Requirements Perimeter Landscaping: 1 Tree for every 2,000 s.f. of impervious Area Impervious Area: 48,348.63 s.f. Parking Lot Perimeter Trees Required: 24 Interior: 5% Minimum of Interior Islands Landscaped 1 Tree for every 10 Parking Spaces Parking Lot Interior Spaces: 40 Parking Lot Interior Tree Required: 4 Total Number of Trees Required Before Proffer: 28 Total Number of Trees Required After Proffer (5% Increase): 33 10. Percentage of Property to be Landscaped 0.46 acres=22.77% 11. All water mains and sanitary sewer lines shall be connected to existing F.C.S.A. Facilities and shall be public lines. 12. Storm water runoff shall be controlled by the proposed storm sewer systems and existing channels. 13. All utilities connected to this development shall be underground. 14. The proposed R-O-W improvements for this development shall be installed in accordance with V.D.O.T. standards and specifications. 15. Existing Environmental Features: Flood plains: According to the NFIP FIRM 510063 0120 B, the property contains areas within the "Zone A" 100 year flood plain. Riparian Buffer: The area of riparian buffer on this site is approximately 0.51 acres. Only elements that shall be incorporated into the proposed public Interpretive Recreational Area shall be constructed in the riparian buffer. Lakes and Ponds: None Wetlands: None Natural Storm Water Retention Areas: None Streams and Natural Water Channels: The existing Ash Hollow Run shall be cleaned and a new culvert installed to enhance drainage. Woodlands: None Steep Slopes: None Rock Outcroppings: Areas of Rock Outcroppings may be found across the site due to the existing soil types. (Frederick-Poplimento loams) ZONING NOTES: 1. All lighting installed on this site shall be directed to preclude any off -site glare and illumination. 2. All easements which are applicable to this site have been indicted on these plans. 3. In accordance with section 165-65F(4) of the Frederick County Zoning Ordinance, detached accessory structures are not allowed with single-family, small lot developments and will not be permitted as part of this development. HE N � AXWE DT -AT ALEksN BER. ILLE PI E [R1E[0)[8U[D) MA(R 87[F=R z% I871R T [FRE E[NI COUN7WHONA DIS. ®-------------------------------- _ -- - - - - - raw PA ROUTE 7 ®®®.� ®-- EAST BOUND LANES MIEW y BE"YWLLE Pl" s - -----_-_-_-®-_------------ ® ® ®® o®-- ®®®®® --- S6417'59 "E S6i33'31 - r �4B �� ® 69 555 S64°3252E _ ._ ._..- - - '....................._ - i_.._.._.._..-.._.._---.._.._.._.._.._..- _ _ _ -_.._.._.._.._.._.._.._.._.--..-..-.._.. ra5�r�. _ _ _ k _----- -� -.._.._.._.._.. .. .. �o I pj,LOA' 1 ASH ,.�� � T.......1 r_, /'41- _ � i i I �. o �.- 1 r� 0 1 ' I I - ®o .. O Grace Brethren Church f D.B. 310 Pg. 10 Tax / 55-A-79 I I �, i 1® Ronald E. &Alice M. Dehaven (y ' Zoned RA W.B. 84 Pg. 118 Current Use: Church COMMERCIAL SALES FACILITY ( Tax / 55-A-82 f / Ft.WO STOR1� Zoned R4 GT.: 35 (Max.)( ) f _..._.___�__._ f�' � 20,060.00 S.F. FOOTPRINT Current Use: Residential MEZZANINE: 6,320.00 S.F. I I 26,380.00 S.F. TOTAL FLOOR - i AREA I - - 4°53 �'�' ®52 ®® ®® ®N61 °45'07-W 223. 97' LINE BEARING DISTANCE 1 L1 S 64"39'34" E 6.9306' CURVE RADIUS 13844.7200'1 ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C 1 217.0731 ' 217.0443' I S 61 °46'29" E 03' 14'06" Grace Brethren Church D.B. 310 Pg. 10 Tax # 55-A-79 Zoned RA Current Use. Church 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. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5R 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: SHT. 1 /12: COVER SHEET SHT. 2/12: CONSTRUCTION NOTES SHT. 3/12: EROSION & SEDIMENT CONTROL NARRATIVE AND DETAILS SHT. 4/12: SITE LAYOUT PLAN SHT. 5/12: SITE GRADING AND EROSION & SEDIMENT CONTROL PLAN SHT. 6/12: SITE LANDSCAPING PLAN SHT. 7/12: STORM SEWER PLANS & PROFILES SHT. 8/12: WATERMAIN PLAN & PROFILE AND DETAILS SHT. 9/12: SANITARY SEWER PLAN & PROFILE SHT. 10/12: SANITARY SEWER PLAN & PROFILE SHT. 11 /12: MISCELLANEOUS DETAILS SHT. 12/12: MISCELLANEOUS DETAILS _. _,;a_ Q•,iZtii.�,'a Ora 'JQ� _ ZONING ADMINISTRATOR DATE APPROVE® FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL TH OF v f INTER-LEWIS, P.L.C. U -jnj G PANO 116 South Stewart Street 8260 Winchester, Virginia 22601 %66 w� - Telephone (540)662-5792 °( Facsimile (540)662-5793 SSIONAL Email: office@painterlewis.com CONSULTING JOB NO.: 0502017 SHEET: ENGINEERS DECEMBER 21, 2005 1 / 1 2 Latest Revision Date: October 06, 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. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 7. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of Anderson & Associates, Inc. and established at a two (2') foot contour interval. 8. No Geo-technical report has been furnished for this project. 9. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 10. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adolph Cable Entertainment: (800) 835-4949 Allegheny Power: (800) 255-3443 She Gas Company: (540) 869-1111 Fresno (Telephone): 954-6222 FCSA: (540) 868-1061 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. All erosion and sediment control measures shall be installed prior to any land disturbing activity. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries, and the Berry Pike edge of pavement and right-of-way. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall by installed. After stabilization, the temporary erosion and sediment control devices sholl be removed as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched as necessary. Vegetative cover shall be applied to all denuded areas and shall conform to the following specification: 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 Ib/1000 sf). Seed Type: Rate: Mixture: Reliant Hard Rescue 130 Ib/Ac. 65% Kentucky Bluegrass 40 Ib/Ac. 20% Perennial Rye grass 30 Ib/Ac. 15% See specifications from supplier for complete information. 6. The contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R-O-W. It is the responsibility of the contractor to maintain clean streets and allay dust at all times. A construction entrance shall be installed and maintained during the construction process to serve this project. A trash rack shall be installed as part of the construction of the construction entrance. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. 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. 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 sholl be placed in lifts of 8" or less and shall be compacted to 95% of ASST. 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 compacting testing and the appropriate reports shall be performed for fill placed under all public utilities. The compacting test reports shall be submitted to the F.C.S.A. Department. 5. The excavation and fill process shall be performed for the entire site. All topsoil material shall be stockpiled for later use in the lawn and slope areas. Test pits shall be performed by the contractor to determine the soil types and the extent of any unsuitable soils that may exist on the site prior to commencement of the rough grading operation. All unsuitable soils shall be fully removed from site and replaced with properly compacted fill material. Extreme care shall be taken when denaturing the low-lying areas of pending. The denaturing shall be done so as to prevent any damage to the downstream properties or drainage ways. The grading operation shall be performed so that no damage, encroachment, or pounding will occur on the adjacent properties. Where offset grading is to occur, proper notice shall be given to the appropriate property owners. 6. 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 surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 7. All slopes, lawn areas, planters, and bergs shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 8. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. CONSTRUCTION NOTES 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 shalt be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. 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: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. 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. 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 will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have backflow prevention assembly (detector double check valve of RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If 18" of separation cannot be maintained, then concrete encasernents and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cost flow lines (IS-1 Type.) shall be installed in all structures to facilitate flow through the system. 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 iminimum compressive strength of 3500 posit. 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. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia Fire Department. 2. Backwater valves shall be installed on all plumbing fixtures, (subject to back water), located below the top elevation of the upstream man hole cover. LANDSCAPE NOTES: 1. The property delineated on this plan is located in the County of Frederick, in the RP zoning district. 2. Confirm the locations of any utilities above or below ground prior to the commencement of work. Contact the Landscape Architect in the event that utilities or any other structures conflict with the layout shown on the plan. 3. Verify the quantities shown on the plantlist with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the owner at the time of bidding. 4. All materials are subject to approval by the owner or the owner's representative. Provide the owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the plant list, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5. Plants shall be sound, healthy, vigorous, will branched, free of disease, insects, insect eggs and larvae, and shall have adequate root systems. 6. Sizes specified in the plant list are minimum sizes against which the plants will be judged. Failure to meet the minimum size of any plant will result in rejection of that plaint. 7. Groups of shrubs shall be placed in a continuous. mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4" of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds so as not to impede surface drainage. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2"x2"x72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containersfrom installed plants. Roll back burlap one third on all BBB plants. 11. Plant substitutions are permitted with consent from the Landscape Architect and the City of Winchester, Virginia. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard manure, peat, and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds, or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. Virginia Department of Transportation Staunton District Rev. May 1, 2004 DOT General Notes V1. All workon this o' I current editions I revisionso the Viir Virginia project steal conform to the curt n ed dons of and latest t g t Department of Transportation (DOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest US Department of Labor, Occupational Safety and Health Administration (OSIER), and Virginia Occupational Safety & Health (JOSH) Rules and Regulations. V3. When workingwithin T right-of-way, hin t DO ght-of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDT's Work Area Protection Manual. Furthermore, all traffic control flappers must be certified in accordance with Section 104.04(c) of the DOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by DOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. DOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary DOT land use permits for any work within DOT right-of=way. V7. If required by the local DOT Residency Office, a pre conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and DOT prior to initiation of work. V8. The contractor shall notify the local DOT Residency Office when work is to begin or cease for any undetermined length of time. DOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and salutation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed DOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDT. Work sholl cease in that vicinity until an adequate design can be determined by the engineer and approved by VDT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a DOT representative prior to placement and fill. Where CBI testing is required, a DOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by DOT and that testing shall be performed in accordance with all applicable DOT standards and procedures. V14. All roadway fill, base, surged material, and backfield in futility sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by ASTHMA 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. 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 fight -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 o t 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 3.15 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. V25. A preconstruction conference shall be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. AMENDED PROFFER R STATErVI[ NT FORIv1YKIDS, LLC REZONING Tax Parcel No. 5 -A a 5-&Al Stonewall Magisterial District, Frederick County, Virginia hdi"Ra m Matters Pursuant to Section 15.2-2296, ei seq., of the Code ofVirginja,1950, as amended, and the provisions of the Frederick County Zoning Ordinance wtititanespeet to conditional zoning, the undersigned applicant hereby proffers that in the event the Bouid of Sapervisors of Frederick County, Virginia, shall approve Rezoning .Application No. 11-d3 for the rezoning of 2.020 acres from RA, Rural Agriculture, to B2, Business General tfli: tract, dev Mptnent of the subject property shall be. done in conformity with the terms and conditions set inrtl hetre'iia except to the extent that such terms and conditions may be subsequently amended or, revisxd;oytbe applicant and such be approved by the Frederick County Board of Supervisors in accotdance with the staid Code and Zoning Ordinance. In the event that such rezoning is not granted,,theu,thete pwffets shall be deemed withdrawn and have no effect whatsoever. These proffers shall be binding upon this applicant and its legal successors and assigms. The subject property, more particularly described;as the",land nwited by FOIt.'19.YKi s, LLC being Fart Map Parcel No. 55-A-80, 55-A 81, and fur ilier do gibed byboundary and topographic survey of the land of FORMYKIDS, LLC, drawn by Anderson and .Associates, Inc., dated the 10" day of March, 2aD3, filed with the application for Rezoning and by this reference made a part hereof as if set out in full. A. Land Consolidation The applicant hereby proffers that the lots shall be consolidated into one tract of land containing 2.020 acres, B. Land Use Restriction The applicant hereby proffers that the following land uses shall be prohibited on any portion of the subject site that is zoned B2, Business General District: SIC 5541 (gasoline Service Stations SIC 7999 Golf driving ranges and miniature golf courses SIC 7999 Commercial batting cages (No SIC:) Adult Care Residences and Assisted Living (No SIC) Adult retail uses SiC 054 Food stores SIC 058 Restaurants SIC 701 Motels and Motels SIC 704 Organization Hotels and lodging SIC 7542 Car Washes SIC 8351 Child day-care facilities SIC 5199 Advertising specialties - wholesale (No SIC) Commercial qport and recreation clubs C. Transportation 1. Access > The applicant hereby proffers that access to Benyviile Poke (U.S. Route 7) shall be limited to one commercial entrance. The applicant further proffers that the location of the entrance shall be with..the; approval of the Virginia Department of Transportation. `1 ire design art- construction of the new commercial entrance shall be provided in conjunction wiil title approved site plan for the 2.020 acre tract. I' # If the footprint of the. main structure exceeds 25,000 square feet, then the applicant will be required and does agree that a traffic impact analysis will be performed and any necessary improvemcrtta vFair�rrtcd by said study and required by VDOT shall E be made. In addition to the above, in the event deal the property is utilized for a use other than a Major Group 55 (SIC), then the applicant agrees that a traffic impact analysis will be performed and any necessary improvements warranted by said study and required j by VDOT shall be trade. D. Site Development 1. Berm! Knoll The applicant hereby proffers to construct a berm or knoll parallel to Route 7 so that except for the entrance way, there will be the berm.or knoll of at least 3 feet in height .0 act ss a visual buffer from trafficproceedingalong Route 7 in an easterly direction. In addition, a decorative board -on -board fence;,not to exceed ten (10) feet in height, shall be constructed on the other perilous o£ the property which borders on existing RA zoned land. No chain link fericirig wilt be used which will be visible from outside the premises. 2. Signage The applicant hereby proffers to erect one monument sign, not exceeding ten (10) feet in width or fifteen (15) feet in beight and which structure shall be constructed of stone, brick, wood and steel with sign facing as required by the franchisor. The appropriate design of the sign shall indicate the businesses located in the subject property and which sign chat) be m set forth on the site plan to be submitted to 9 Frederick County. A sign plan will be submitted to the Frederick County Building 1 official for review and approval prior to any use of the existing freestanding business sign. 3. The applicant proffers that it will clear the stream bed known as "Ash Hollow Run" of ckbris and will agree to niaintain.the creek bed located or. the property so that the stream will be visibly,pleasirg vvith-a grads embankment from the berm/knoll to be constructed down to the ater's edge and a gyms embankment between the stream and The property of Virginia Department of Transportation (Route 7 Right of Way). 4. Public Water and Wastewater The applicant hereby proffers that it will only utilize public water and will not construct private septic systems to serve the property, but rather will only use public vk-astewattr facilities as its wastewater management. F_ Buffer land Screening The applicant hereby proffers to maintain ornamental trees orbushes along the bean or knoll which parallels Route 7. The design and planting of the ornamental trees or bushes shall be provided in conjunction with the approved site plan for the 2.020 acre site. In addition, the applicant shag plant five percent (S%j ititire ornamentals along the heron or knoll as may be required by the County of Frederick's d,m6ficatior set forth in the "Zoning Ordinance. P. Monetary Contribution to Offset IrI of Development The undersigned owner of the above described property hereby voluntarily proffers that in the event Rezoning Application No..11-03 is approved, the undersigned will pay to the Treasurer of Frederick County, Virginia, the following amount: The sum of S500.00 to the Treasurer of Frederick County to be redistributed by Frederick County for capital facilities costs of fire and rescue services. This payment is intended to offset the additional cost to Frederick County due to an increased demand on public services and will be paid within ninety (90) days following the approval of the rezoning by the Board of Supervisors. l ORM'YKIDS. LLC By:. J ''~ SEAL ton oss. \Ranger t� J 1_ F • • 0 s a t �-Z C.) < < ttri LJ t • ■ ■ eittt� ■ t� O 0 0 r-CN �%♦ tnN NN o ° C t� L W ar _ c O O a- .J 't n. -C i � +' U c V Wto tin° E a "' All U t7 LZ E S I� w rant 0V) Z[h fw 11116 �-Z 0Z Z 201 OLiJ :0H OF Poo l U Q PMMa No. 18260 11, ksCs sroriAlu � ��J SURVEY: C.I.: PL-PLC 1 DRAWN BY: PL-PLC JOB NO.: 0502017 SCALE: DATE: 1 "= 20.0' 10/11 /05 SHEET: 2/1 FA`im\DRAWINGS\5rTE (01-28.06)\ShenandpiHOrd \ 0n-Rev.dwg EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction of an ATV sales office, parking facilities, roadways, site grading, water and sanitary sewer mains and service laterals, and storm sewer. 2. Existing Conditions: The property delineated on this plan is located at the intersection of U.S. Route 7 and VA. Rte. 656 (Greenwood Road), Frederick County, Virginia. 3. Adjacent Areas: The site is bounded on the northeast by Route 7 right-of-way, to the southeast and southwest by Grace Brethren Church, and to the northwest by single-family residence. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. 41E: Welkert Berks: (15%-65% slopes). Silt Loam, Class Vlle Soils, K=0.28 5. Critical Areas: The stream bed of Ash Hollow Run and surrounding Riparian Buffer. 6. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of U.S. Route 7. 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 P 9 / 9 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 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, the silt traps, or a combination of such measures, as indicated on the plans. f. The proposed on -site storm water conveyance system shall be installed to properly drain this site and direct to Ash Hollow Run. This channel shall be maintained at all times. No silt deposition or clogging of this channel shall be permitted. g. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: PHASE I: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of protective screening around the existing utilities and along the adjacent curbing along the existing roadways. b. Construction of the construction entrance. c. Installation of the silt fence along the perimeter property lines, as indicated on the plans. d. Installation of the rock check dam along Hoge Run. PHASE If: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed. The topsoil shall be removed from the site installation of entrance culvert. b. Rough grading of site. c. Building construction. d. Installation of the proposed utilities. - Phase II Controls. e. Installation of the inlet and outlet protection. f. Curb and gutter installation. g. Final Grading of site. h. Stabilization of all lawn and slope areas. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. 1. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of 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 in the silt traps, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. The sediment trap shall be checked regularly for deposited sediment. If sediment is trapped or if there is excessive buildup of sediment in the bottom of the traps then the traps shall be cleaned carefully so as not to release the trapped sediment downstream and disposed properly off -site. d. 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 by 70'1 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 existing stone as conditions demand and repair and/or cleanout 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 area as a first measure of construction. 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 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 will be installed as culvert inlet protection at the upstream ends of culverts. 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. 3.09 Temporary diversion dikes will be installed along the southern limits of the proposed soil borrow area around the downstream perimeter of the work area. The dikes will be constructed with on -site materials and will be seeded with the temporary seeding mix immediately after installation. The dikes shall be inspected after each rain storm and repairs made to the dike, flow channel, or outlet as necessary. 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 3,18 Outlet protection will be provided at the outside of all permanent storm sewer pipes. The stone protection will be installed in accordance with the specifications and details on the plans. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6". Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction 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 16 - Apr 30: Annual ryegrass 75 Ib/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 ore 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 v,!=cqetation 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).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib./ac 97 85 Red clover 8 Ib./ac 95 65 Ladino clover 8 Ib./oc 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib./ac 98 85 Winter Rye 12 Ib./ac 98 85 May 1 - Aug 31: German Millet 12 Ib./ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib./ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 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 overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise approved by the engineer and the county.pi 3.38 Install fencing around trees designated to be preserved. Use safety fence, silt fence or snow fence. Reinstall fallen or damaged fencing prior to the end of each work day as necessary. A A LO I n % no SECTION A -A FILTER CLOTH A 87 TE ACRE ' �_M� CLOTH 1 SAL GROUND (EX (IXCAVAVATED) � �7/-CLASS ELEVATIONCOARSE AGGREGATE** AREA' RIP -RAP **COARSE AGGREGATE SHALL K VDOT A #X7. OR t5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL LENGTH (IN FT.)= 6 X DRAINAGE AREA (IN AC.) CLASS I RIP -RAP -DIVERSION Min. WE EXCAVATED AREA OUTLET (PERSPECTIVE VIEW) GRAVEL FILTER RUNOFF WA SEDIMENT -I CONCRETE GUTTER CLOTH 11 12" T WIRE MESH FILTERED WATER C r , A�!l=lei# 12" CURB INLET SPECIFIC APPLICATION THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. GRAVEL CURB INLET SEDIMENT FILTER NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07 'IPE OUTLET TO FLAT AREA WITH NO DEFINED :HANNEL ►#110-110110 RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL d T--i7 SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES' 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. PIPE OUTLET CONDITIONS SILT FENLC'E DROP INLET 10H07`.LI`C°PION z X 4' WOOD FRAME { I V 3' MIN. DRDP INLET WITH GRATE N!il 111111111111171111, I FRAME EXCESS AT CURNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION 1' MIN. DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET ll1iAl1VS A RELATIYSLY FLAT AREA (SLOP E NO GREATER THAN 5%) VHERE THE INLET 514161;1' OROVERLAND FLOWS NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. COMPACTED SOIL.. 00 -1 I I-1 I lil 11=1 I I-III-1 I I-1 I I_I I I_I 1 I. III,,,III,,a,IIIIli-I;,1111,1111„III1I 4.5' MIN. TEMPORARY DIVERSION DIKE DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 i OR GREATER ooc° �a �,- FILTER FABRIC SECTION A _ A NOTE: SPILLWAY USE NDBAGS, STRAW BALES s- SEDIMENT BARRIER -- OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. 110 FT MAX. SPACING WITH IRE SUPPORT FENCE SUPPLY WATER TO WASH WHEELS IF NECESSARY. PONDING HT. PONDING HT. Q STEEL OR WIRE & FILTER FABRIC Q WO D POST ATTACH SECURELY 36'Q HIGH MAX TO UPSTREAM O `1 FLOW / FLOW SIDE OF POST. D:� RUNOFF RUNOFF ® « o;o «o'o�,"o� 9" MAX. --------- ateWo°' ��� (RECOMMENDED) .- U o(j STORAGE HT. .r Q " 4° z n A A WASHRACKS 2 -3" COURSE AGGREGATE MIN. 6" THICK Aha04 I=1°�� O 12" MIN.-, .. 12 MIN-.1 6 sopO"®�°00'O0 0�R4�oa O4"x6" TRENCH -{ I WITH COMPACTED 11 GRAVEL ryCI � DIVERSION RIDGE STANDARD DETAIL ALTERNATE DETAIL X W 70 MIN. _. TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL PLAN NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE 1. THE ENTRANCE SHALL BE MAINTAINED IN A STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. CONDITION THAT WILL PREVENT TRACKING OR NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE OF -WAY. THIS MAY REQUIRE TOP DRESSING, TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. REPAIR AND/OR COF ANY MEASURES SEDIMENT OFF -SITE AND CAN BE PERMANENTLY USED TO TRAP SEDIMENT. STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL H SILT FENCE DETAIL WITH WIRE SUPPORT TAN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION THAT DRAINS INTO AN APPROVED SEDIMENT TRAP NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 4. INST- ORDALLLNCATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT V) Z O V) III U, LU Z O Q.. U fY � U U W Z C) Q � QU W �' p O; _J 0 Z J rQ W Z W Z a < W W aV ~ ci Q V) Z w 0 r 1- W _Q Q d Z _Z 0 0 C 1� w W W =QbZ J 0 �� � c) Z Q W Q } Y U X W W p U W 7 O W X I.t_ a_ r 6 ■ J ■ E �+ Q p N r U ♦ h CO vi Lo In04 V) N N N o o 'C (0 W Q a' �` o o 'a J �Y Cl- vim® i :3 °J 0 U) Q r, -'E o W� 0 a��_ `- F - L'- w Z ow Z T_ JLd W V) 6 O IZ l () PAIR a 0. 18260 Cs SSI0 Al - SURVEY: PL-PLC 1 ° DRAWN BY- JOB NO.: PL-PLC 0502017 SCALE: DATE: 1 "= 20.0' 10/11 /05 SHEET: F:\Tim\DRAWINGS\SITE(01-28-06)\ShenandoaHonda-loth w\Steplan-Rev.dwg A PROP. EW-7 66"0 INV. OUT=599.38 30"0 INV. OUT=602.38 PROP. MH-1 B TOP = 608.90 15"0 INV. IN=603.85 18"0 INV. IN=603.60 30"0 INV. IN=602.70 30"0 INV. OUT=602.60 B1 PROP. DI-213, L=6' TOP = 610.00 15"0 INV. OUT=605.00 PROP. DI-213, L=6' TOP = 609.00 18"0 INV. IN=603.80 18"0 INV. OUT=603.80 PROP. DI-38, L=10' TOP = 608.20 15"0 INV. IN=604.35 18"0 INV. OUT=604.20 C PROP. MH-1 TOP = 609.80 12"0 INV. IN=605.00 30"0 INV. IN=603.60 30"0 INV. OUT=603.50 D PROP. DI-2E, L=6' TOP = 610.00 30"0 INV. IN=604.10 30"0 INV. OUT=604.00 PROP. CONC. WEIR INLE E TOP = 611.00 8' WEIR ELEV.=610.00 12"0 INV. IN=606.50 30"0 INV. OUT=605.00 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 I I I I I L_J --------- USE SHALLOW DEPTH I - - - _ GAURDRAIL ATTACHMENT -----------------,------------- VDOT STANDARD R6-1 % B.M.----------------------- ------ ONE WAY-SiGN---------------- OVER CULVERTS - -- - - - - - -25F0 -tF-(-2-= fi25 -LF0.50% Slope X" _ - Chisled " on --- --_- -VDOT STD EW-7 ENDWALL AT INLET (SEE DETAIL SHEET)_ - - Flange Bolt of --- ------- �___ NORTHERN PIPE: INV. IN=600.00; INV. Q11Z�99.�'S ---- CONNECT PROPOSED ire Hydros t 8x 10 WET TAP �d07Rt�RiP �1V� �1V�'0tT0� lF1V. OUT=599.38 GAU RDRAIL VDOT STD. I R = - - - - - - - - - - Elev. = 608.73' 120 TONS OF GROUTED RIPRAP REQ'D AT OUTFALL GR-8 TO EXISTING TO EXISTING 10" SIGHT DISTANCE = 585 FEET � � WATER I I ------------ EXISTING UGTV --,,,, EXISTING UGG ^ < EXISTING UGT SHALL BE P MAIN ERFORMED BY FCSA PERSONNEL - - - - - - - - - - - - - - - - - - - - - zir PMS I GHT- F-AY ISTINGR - - - EX ' T .��� _- 5-�8'd- 8-�-' -----� _.._.._.._ ._.._.._.._.._.. _. _---.._..-..-.._.._-- _ _ S Hollo w Run .. _ _ _ - - - " VDOT STD. GR-9 GUARDRAIL TERMINAL- STREAM BUFFER INSTALL NEW 0 TREATMENT RESTORATION AREA GUARDRAIL VDOT / _ _ - ' ► STD GR-8 ALONG- - " tO ALLAN BLOCK RETAINING TAPER AND N 1Y2"O WYE WITH 2 WALL OR APPROVED OVER BRIDGE JBALL VALVES & RDWY (2) 1Y2" O-45' `� WITH 1 JOINT OF EQUAL - DETAILED GUARDRAIL TERMINOUS RESTRAINED BEND �BOXES 1Y2"G PIPE & CAP DESIGN BY OTHERS WITH FLARED END MAX. HEIGHT - 3 TREATMENT I ATV N D - eTGRCYC.LE__ _ --DISPLAY AR 131.35'-- or - Grace Brethren Church D.B. 310 Pg. 10 Tax # 55-A-79 Zoned RA Current Use: Church i GUARDRAIL VA ROUTE 7 I I � EAST BOUND LA1irEs - _ - - SPEED IIdlIT 45 MPH !, LEA VE EXISTING GUARDRAIL i i i i 42" X 28" CMP -LXL,�TING GUARDRAIL IN PLACE, CONNECT TO PROPOSED i i i i In v. In = 601. 75' _- - - - --�C3-B� l`b�DpE------------ ----- AT LOCATION SHOWN I I I I _ , --=--------�_-_-----------------Tlnv. Out 601.18 -----I GUTTER --- ------ _ _ SITION, ---=----------r`---------------- - - - - - - - - cl 7775" . f.K/S GUARDRAILS `, __--�•-�-=-- - 1 / D.T_.sTaNaARe r- --- _ -30" STOP SIGN ------ ----------- 1 _.._ SREAM BUFFER _� �..' - �-� .� ` � r-------- X /1 1 RESTORATION AREA �. 1" i l ® (2) EX STORM ._ 1 GUARDRAIL TERMIINOUS PROP. 40.56'-30"0 RCP, i ( ) c° cOWITH FLARED END CL. III @ 0.54% Sloe "' PIPES T.B.R. I P " / ' �. oo? 1 TREATMENT --- --3s.00' - - - --; 44.00 - ----- - - INSTALL OUTLET ALLA�N BLOCK DETAINING ��\ `.�� l Ci " --- 1 - ___ T - - PIPE THROUGH END WALlL OR APPROVED c� �: --- GUTTER o ;� - 9.00' 1 - !'-)PROP. q „� � np, I WALL - EQUAL - DETAILED PAVEMENT Y •per V' i ) 41 - OUTDOOR o� %TRASITION I INV. OUT-602.38 DESIGN BY OTHERS DISPLAY k. s WT ANDPRD GUTTER MAXI. HEIGHT 3' SECTION DO NO1C AREA -- PROP. 67.12'-18"4 RCP,L ui' - 51 �, _ 1 �III 0.15 % Slope I •\ ,� L , _ 7„L 1 ' 6 W x 13' 1 1 " H• \ i' 2 �� 402 6 PROP. 56.03'-15 0 RCP®,Cc ,9 l-�� SEE DETAIL SHIET 3 -18 RCP, PROP. 1-1 "0 SANITARY B _ '!C I _ III @_ 2.057. SlopC14 S C MAIN 2 8 -45' - C5 �.�. PROP. 60.44'-18"0 RCP, io.os' RESTRAINED 1 -6R �' , -� -- - 44.42' CL. 111 ® 1.00% Slope IRE HYDRANT 9.00' R1 ,�0 - � ,�• � / °9', �-'`i � � GG�6g �i R4 f�SSIEMf$LY (TYa•)�� �' f !R1 �coi _ �•.� 1 UTTER �� 1_-45'� I -� C' 51 RASITIION� _ �6 RESTRAINED c� P OP. LIGHT PAVEMENT r' "~�6.00'I- �`' ; 04 o ' END \ U SECTION IN PA KING t `O I i G_g �! l// VD0 R6-1 �. w STALLS ONLY M - - 44_98'_ ONE AY--S. \ / z (TYP.) 10 ��5 I 5' CONC. WALK y �, 52.64:., 10' ~_. --- 52.64' '�' _ i � ad / a \co I co\` RESTRAINED 1Y2" 0 BALL VALVE & RDWY BOX W/(1) JT --PROP 1 WATER _ f -71 1 ° 0 � Q BEND /� o a� •. a fV nj rJ `�o m - PIPE & CAP SERVICE LATERAL o. a � - T`abJ I & 1 " METER ASSY. I o ` . J o =Q 0 . L /� Cz �� ��;:-`�� �Z f�(� w 00 d Q' l �. ! Q i 1 Ronald E. & Alice M. Dehaven o o o i �' oCA /�� ( m �Lu �! W.B. 84 Pg. 118 o Z ( icD 8"x6, % �"`�`!�1 1 Tax # 55-A-82 0I �- �� U 1. I GUTTER v '' I�' o J Rf<flU + i ' I $ Current ZUse: R Residential cn I CY ' TRASITION a c� ? -GUTTER TRASITION f $. in 6 - 30.40' ji� 4 HYD GG / ----------------- C� `ASSEMBLY o "G_ PROP. HEAVY = ��' - 28.32'_._� .. 1 L_.. PROP, HEAVY PROP. 112 -12 PVC ROOF DRAIN PROP © PAVEMENT o __.._ __-- .32.06-30 RCP , o I PAVEMENT g 3g6ECTIO °f I SECTION CL. III C� 1.25% Slope - -- ---- 89.14 - ------ ---- - - 3.505.0 - 3.31' (2) 1Y2'0-45' _c_1 � _ _ ♦-- - 1,1 RESTRAINED - - CL. III 1.44% Slope 1451071ir SgS�'' BEND W - 6' BO CARD ON BOARD FENCE o --�--- °' oOoo 6' BOXCRf3 X}PI--BOARD_F NCE X�'�•4�- . X------------------ X ------------------ 0 0 ALLAN BLOCK RETAINING X------------------ X ------------------ ---- II I1 X---------------- - XWALL OR EQUALR DETAILED X------------ > > ----- X------- ------ X--------------- z Z DESIGN BY OTHERS X------- ---------- X--------------- MAX. HEIGHT - 12' Grace Brethren Church X X-------------- ---- X-------------- D.B. 310 Pg. 10 X Tax # 55-A-79 Zoned RA Current Use: Church r----------------- '1 1 I C -t t N PR4� 12 _HEAVY - I TRUCK PAVEMENT „ 8 x8 x8 TEE RESTRAINED - LOADING AREA SECTION o I ! 8 x6 REDUCER (? I 8" G.V. & Box RETAINIG WALL 1) o z TRUCK (1) 6 G. V. & Box I o TO SERVE BUILDING LOADING AREA ciLw SPRINKLER SYSTEM o SIAMESE CONNECTION o Lz - -- - - - - - - - -- --- - - - - _ - - --- - -- --- - -- 220.00' -- �- LIMITS OF MEZZANINE I12" PVC STORM PIPE CONTRACTOR SHALL PLACEI I IN FIELD AT A SLOPE NO GREATER THAN 1 % -- CONNECT TO ROOF DRAINS AND ROUTED TO STORM SEWER -----------------------L PROP 195'-12" PVC ROOF DRAIN LINE BEARING DISTANCE L1 S 64°39'34" E 6.9306' LIMITS OF MEZZANINE CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C 1 3844.7200' 217.0731 ' 21 7.0443' S 61 "46'29" E 03` 14'06" CI al co V U�lm m m O z Ld Ld Z Z > U (n W Z) cc LU U ^ - O aZ J D O UJI H V) Q Z Q Z O (/) � � w = Q p��U W J � w �_ b Z � Q W Q j Y U W W U J Q. E .. a� p r` rn o c/ ♦ «, N 1 1 3 (n +, � N o N CD cD N cD Q) Q) a 'C ,. cp � W a� oo�o a V' > � Ln 1 W Vn Q s E o W � C a LL_ E Z W PPI O �t,TH OF � f u TIMOTHY . PAI M >- . 18260 ' �;i� % a /o f/o c. 4) , �13SIONAL SURVEY: PL-PLC DRAWN BY: PL-PLC 20 0 20 60 SCALE: 1 "=20.0' Scale 1" = 20 f t SHEET: C.I.: 1' JOB NO.: 0502017 DATE: 10/11 /05 4/ 12 I I EROSION & SEDIMENT CONTROL KEY i 1,48" CMP m m m 3.02 TEMPORARY STONE CONSTRUCTION `(� o 'b ,o o 0 0 o�Arw,9 A° ENTRANCE 3.05 SILT FENCE SF X "I X X 3.07 INLET PROTECTION a1�''` �, Ii, "i , ,,: 3.09 TEMPORARY DIVERSION @ -"'0 0 DIKE 3.13 TEMPORARY ST SEDIMENT TRAP 3.18 OUTLET PROTECTION OP Fgm Im 3.30 TOPSOILING _ _ TO -_- 3.32 PERMANENT SEEDING Ps 3.35 MULCHING (I- In v. In = 606.64' I ► Inv. 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SIGHT ,DISTANCE_= 585 FEET _ ` - - ----;� .�-__ LEAI/E EX1S11NG GUARDRAIL 1 I I 1 - - ` - Q _ vA ROUTE �' EAST ��_ ..__.�__ ---____ IN PLACE, CONNECT TO PROPOSED i ° ' BOUND L 4N�S► - -----_ ___ ________ _ ____ -- �n -- `_ e ____ __---- _ _ _ __._.____ _...__._ _. .___ _ ._ _ __ _ __ _ ____ _.._ - �.____ _.._._ .__-- . _ ___.-__. \ _._ _ . _ _____� _ __._ _ .._ ._ ON SHOWN I._ i 1 I t O W L1„ _ EXISTING GUARDRAIL 1 I I 1 42" X 28" CMP J TO BE REMOVED \ a o� - - -- - - - - - - - - .._._ ._._ ..-.- _ ='_ -"_ ,.- - I if ; In v. In - 601.75' "o� O - _`- _ - - - - EXISTING UGTV EXISTING UGG - ----< - ' -- - _ _ _ - .,,, ,,,,._ �.�.__........ _...,�i...... - _ - _ _ ;- ----- M........_ --- - - - - - i �_ ----- --- I 11- ►Inv. 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Z Q " ft-- I 08. ``_----- 0.0 _ _ _ --- ---_ - - - `\ \ I \ \ ♦\ \\ I Q a Y I TOw I os. -- - -- 5 10. ---- 610. \\'\\ \\`\\ \ \\t 1\ Z U ___ T \ •\ . \ \ W `w-U%7�: ___ ____ __ 6�� ~�! I `\�-_" 1- - I - - - _ - _ - \ 10.5 - _ �10. ,--____-____' - \` \� `\is9v / \\ \ U W 1 __ �\--_-----..___..._... -. _.. _ - ___.�,�3- �'- \\ ( �1 _.- -_ _- -- -.. * -- _-- / '-w �. /' -.. j] \\ ` `\\ \\ \\ \�..-�"-J ` `\\ \ \\, W I� 77- CL `'_ `_ ~ s-\IGr'aee_Bcethren Ch&,ffh` 616-- ___ i I `" r - + �; ; /------------------- - 1 - ___ Q7 _ _ �``�t� ` `--_-__ _ _ _ `, __ _ ___ `� ` - _ _ -` L�Oried-��- _ _ _-6 - - ____ __ �` --- --_ \.` \\ ./ \\ `- II l 1 _--- , ``�- '•_ __ _ ________- -__ -- - - - _- Cu-r-----Use• £-----h--- fl __ �_� ----- �___-----_ ` �` - _ "- ---- i t2 ael�t l; l __,-____ - 'I -1 I Ronold E. &Alice M. 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UNDER JOB NUMBER 21328.00, DATED 14 APRIL 04 WITH REVISIONS ON 06 JULY 04. NO REVISIONS OR ALTERATIONS ARE HEREBY PROPOSED. I I PRnP MAnF 2x4 TOP R? 1x6 BOARD, FRONT do Bi TOE NAIL Ej W/2-8d(EA. 2x4 MID RA' 8'-4x4 POS 2x4 BOT. R, ATTACH RAI W/3-10d(EE 12" DIA. PO FILL W/CON, 9" NOTES: ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. l ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. ----------------___ ___ BOARD FENCE DETAIL FOR BUFFER I NOT TO SCALE — — — — — — — — — — — — — — — — — — — — — — - --_ _ — -- ----------- _.----- � ..► ". + 11 + .�'� � I 585 FEET y� - - - - Es - -- --. - -- __ --- - --- -- - _ - ---- - -- - -- --- - - - - - II + CUTE ?EAST BOUND I�4N -W-----W-----W-----W----- — _-.__ ; -_-- . -- SPEED LI�ilIT 45 �ifPH I It + __ .:....:.�••`-- --.—.— _•,• ----------------------- ______ 1 + ___ --_ _'--------------------—_ -- ----------- — — — — —r---— — — — — — .-- — — — -----wr .---------�.�— — — _ .�-+' — �..� — — ��.ar — �— — % r �—+ -.--+.-�— - _ _.. _ _ _ _ - - - - _ _ - - - _ _ _ _.._ . _.._. _.._ 25) TC x X - - - - - Ash H0110 w Run - - - - - - _..- _._.------- _.-_..------ _.._.._........ _..-.._.._........ _.._.._.._.._.._.._.._........ ...... _.._........ _.._........ _.._........ _.._.._.._.._.. _.. _.._.._.. A�: __-- -------------- _-�--- i + - _ (3) AR f� `I (44)' TM - - PROPOSED PROPOSED `f II 3' BERM 3' BERM (61) TM ` (4) QR / -1(1) CF (4) QR - -I. 1 CF t) " . / 1 I I 4 D � � H TELE. I s a ° A CF T �� i 0 I 1 -•� =' M sq. ff. I I o 1 I I COMMERCIAL SALES FACILITY I� 1 HGT.: 35 Ft. (Max.) TWO STORY 1 I I 20,060.00 S.F. FOOTPRINT i' °. 1 MEZZANINE 6.320.00 S.F. 26,380.00 S.F. TOTAL FLOOR AREA ° j ° `\ 1 ( — — — — — — — — — — — — — — — — — — — —I 1 I I I I 1 CF °. i — — — — — — — — — — — — — — — — — —L — —. — — — --. — — — — — — — — — — — rig Y, —�—..—.- - - - - - - - - (5) NS - X X __—_____-- X (4) CF X X ---- X--------- X PLANT SCHEDULE X `--`---- X --- x x------ x-----�. x - KEY Scientific name MIN. PLANT SIZE REMARKS QUAN. COMMON NAME SPACING/SAUCER AR Acer rubrum 2"cal. mulch 7 RED MAPLE B&B CF Cornus florida 2" cal. mulch 24 FLOWERING DOGWOOD B&B NS Nyssa sylvotico 2" cal. mulch 5 BLACK GUM B&B QR Quercus rubra 2"cal. mulch 8 RED OAK B&B TC Tsuga canodensis 4' ht. mulch 29 HEMLOCK B&B TM Toxus x media 'Densiformis' 3 Gal. Cont. mulch 105 DENSIFORMIS YEW 3' spacing B&B X X x x x— X x X X X X -X 20 0 20 Scale 1 " = 20 ft .e Z 5 a W U N 0 Z g LAj W J H Z Q z 0 > 0T i y W w W� Q�O= J �' z p � U z Q Q > ICU z W = W � w w 7 d J a �� 0 n �� '2 coo lj rj to <n N N N N o cn W L) Er 0 a J cn > v L @ 1 7 45CC rJ (n E O Wco L c aai cNi •o ' ry E 0V) Z J W W V) OZ ,TH OF D • .PIIM� No. 18260 t8/�c� s10NAL SURVEY: PL-PLC 1' DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: 1 "=20.0' 10/11 /05 SHEET: 6/12 FATim\DRAWINGS\SrE(01-28-06)\ShenandoalloMa-JohnPjm\StePbn4k- v.dwg A PROP. EW-7 (MODIFIED) 66"4 INV. OUT=599.38 30"0 INV. OUT=602.38 MH-1 ©PROP. TOP = 608.90 15"0 INV. IN=603.85 180 INV. IN=603.60 30"0 INV. IN=602.70 30"0 INV. OUT=602.60 B1 PROP. DI-26, L=6' TOP = 610.00 15"0 INV. OUT=605.00 PROP. DI-2B, L=6' TOP = 609.00 18"0 INV. IN=603.80 18"0 INV. OUT=603.80 PROP. DI-3B, L=10' TOP = 608.20 18"0 INV. OUT=604.20 C PROP. MH-1 TOP = 609.80 12"0 INV. IN=605.00 30"0 INV. IN=603.60 30"0 INV. OUT=603.50 STORM SEWER PLAN F-K 50 0 50 150 Scale 1 " = 50 ft C PROP. MH-1 TOP = 609.80 12"0 INV. IN=605.00 30"0 INV. IN=603.60 30"0 INV. OUT=603.50 D PROP. DI-2E, L=6' TOP = 610.00 30"0 INV. IN=604.10 30"0 INV. OUT=604.00 aPROP. CONC. WEIR INLET TOP =611.00 8' WEIR ELEV.=610.00 12"0 INV. IN=606.50 30"0 INV. OUT=605.00 STORM SEWER PROFILE 1131-83 SCALES: (H) 1" =50.0' (V) 1" = 5.0' 620 - - 620 615 -� 15 OP. 40.26' 1 "0 RCP' III @ 0.50 o SLOPE 610 EXISTING GR DE 610 PROPOSED GRADE 605 605 600 - 600 ROP. 6 03'-18" CP' LPROP, 6 .12'-18" RCP' CL. III Cc L05% SLO E CL. 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I � ,iIJt111►lv,pl� I � \ t \ Ili, fill�Illt1}�\ Rii'. t r i �1 rj E 0, 1 Ititi ili� vti `v v\v` Ijl+ l J-'d IV Itt }llS rr / r j;)'ti�3Il ,' J I I C t 11 � .. / 111tN``1tl`441tV1`t 111ff1E! \ ,\ ``�` �•� ^• r / r Ijf +I+lI 1 11 ) .' t1151t1\1,11151ii1V11t� `♦ `\ � ``. tl\`tf1,t4lV'1tY1'jr \ �\ 1 / III f r a r. .l' I k t t�l F~ t t �-_ r r, r - , �..• I rr l ri ;+r t¢�WET!TAP I�.i'R.�'. / J Ii 1(d E)19T1NG 10' �drER ,C�AAII r r 117 P FOdiME� I r / + SN1f ' i k' RS�SM1fNEL r f , I 17 , I f r IU 0P. 30 +B"c " 1 l+ I7 �+. ., .7.. 8''TEE - - If ttil� + J I l{ 11 i i I ! + + I I ,i r.l. + t 1 }• ! .'.re6 R&rDUCER r +I I I r , J rf r t • rl t. •`r(1i': V�./'do Bok ���/ 1 ,TO ttul N0 / `�` I NN J�il�' + i�� 1 J---_� , , I � 1 I , ( � t l: 1 , '. -1'. �-- �- •.�:': , / r 1 r , r 1 t 7 i /� � � 1' '" / i �' ,.- 7 J r r l Ji1 f �b� '.'1.'.'.f' r t+ ++! r � !t' � + / t..•:'.i'. ,F'.I:' rr �' !}`Ilil }t t}I / ,' r 1 . 'I- ;�- , I 1 JJ JrrJ r l r r _ ; / /pr// I...}' '. L'I'.''. 1 �) Jfr/ xr jr! JJ III IV i / I + ,UU f fl I t � 1 I �+ l I! 50 0 50 Scale 1 " = 510 ft 150 WATERMAIN PROFILE SCALES: (H)-1 " =50.0' _ 615 - -- - - - -___-___�_ _.__ ___ 615 10 01 4' MIN: COVER 605. P 0 rC�E•MAI PROPOSED OSED _ 30" STORM 18" _ 1 g" 600 _ T 4' MIN. MIN. _ 600 COVER _-- .__ 595 PROPOSED 595 8" DI LASS 52 MAt14- m w_ __.--___ .-_ _ -___.•.. w m V _ d11. -- LL m do ZCA Q -LLJ U) 3 1 1 a 3 _ X W J (/j CL5 Z _ Cr tt _..__n_ s C _ t - - _ �� ' --I W _ O ,r _ 00 ___..�._.q.-.� _ a0 co Uj Z rx, 0a + ao :. - (n W (n -to M + - - oo ono + - - .- ao + X 10+00 11 +00 12+00 gener-' -'-"" 8" stor 24" select backfill 6" 1/2 O.D. 6" CONCRETE CRADLE DOWN BEND DEPTH 4 FT, MIN. DOWN BEND RESTRAINED LENGTH nnnnra! r,nrlrfill STANDARD Concret 24" select backfill 6" 6" ,.e..e.�l t,on4Rll CONCRETE ENCASEMENT TRENCH & BEDDING -1- finished grade - Vertical offsets contain down and up bends. \ On down bends, one joint faces horizontal and the other points down, On up bends, 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). All backfill to be compacted to 95% of ASTM D698 maximum density. CONCRETE ARCH 24" select backfill s" `mackfill 24" select backfill 6" 1/2 O.D. 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. RESTR41MED LENGTH OF PIPE (Ft) SMALL SIDE JOINT LARGE SIDE JOINT PVC DIP 6' B' to' 12' 6' 8' 10" 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10' -- -- -- 40 -- -- -- 20 REDUCER 6" In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. SEP 05 UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 F1: MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. S1ZE/1YPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SlZF%1YPE DEGREE OF BENDS Ld (DOWN) to (UP) 6' PVC/DIP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12- AC/01P 45 40 20 8' DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10, PVC 45 40 20 12' DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6- 8' 10' 12' 6' 8' 1o' 12' 60 60 80 loo 40 40 60 60 VALVE, DEAD TEND (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8" x 3/4" or 3/4" 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T i" 24 in. Dia. Non -Traffic MG-30 (Frame) WITH RML-1-T (Top Lid) Traffic MG30 (Frame) WITH RML-12-T (Top Lid) grade ...................................... Opposite Side 12 gauge insulated copper wire for line tracing, taped at 10 foot intervals treated 2"x 4" with meter box top 6" painted blue and cover finished grade p-- - 5 ft SEP 05 ...:: meter by 18. 1. 3" stone F.C.S.A. surrounding" \ ` "'`= \ box ' M. 1" CTS polyethylene ';: W tubing (PET) 200 psi with SS inserts at all connections " '* �� 1.::. 1 12° 7 1._ ; 7. ; saddle with ::.8" min. '• ' 8" min. Corp stop stone :''r•::::.:. ::. .' Same Side 1" coupling (PJ X FIP) C1444 with SS insert and MIP plastic plug COPPERSETTER meter We Opposite Side Same Side 5/8" x 3/4' VBHC72-18WD-44-44-B4 VBHC82-10WD44-44-B4 3/4" VBHC72-18WD-44-44-B4 VBHC82-18WD-44-44-B4 1" VBHC74-15WD-44-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 3 OF 3 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION SEP 05 -7- 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. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr 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 (Ft) 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 i-L�I 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 (Ft) FITTING PVC DIP DEGREE 6' 8' f0' 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 11.25 20 20 r 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- concrete pad 11-6"dia. x 6" deep 4'stone screw type adjustable valve box location marker stone joint restraints ::..J:..- a stone 18' to 24" -- finished grade 48" min. valve restrained to main 8 x 8"x 16" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE t" dia. schedule 40 steel pipe filled with concrete and painted yellow finished grade 1 W dia. Concrete encasement as required finished grade 2" min. - 6" max. stone to be minimum of 6" above top of base stone 20F3 BOLLARD DETAIL pad V-W dia. x 6" deep 4" stone screw type adjustable valve box r - locator marker FIRE HYDRANT ASSEMBLY -10- SEP 05 SEP 05 mechanical joint swivel tee with 6" branch SEP 05 IBM �I z CL Z 4 W LL- �X CL tZ_^^ V Z > J W F- QV)0D tt^^�" Z p Z WO U Q Q >U W W W Q L.L. O Q d LL- ■ U ■ Ntf) 'cn cV N N W (0 LU O C 0 C o a 'o J U' > 0 V) V 0 N to 0 E O WcO c U .v H Ii E Z Q a 0 0 zly �w LJ Z0 EddaOZ TH of Dr P(NMTER a . 1826� sTONAL SURVEY: PL-PLC 1' DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: 1 "=20.0' 10/11 /05 SHEET: 8/12 FArm\DRAWINGS\SrrE (01-28-06)\Shenandoalbrda JonnPo65\xteptan-Rev.dvy SANITARY FORCEMAtN PLAN SANITARY FORCEMAIN PLAN ca � SCALES: (H) 1" =25.0' SCALES: H 1" =25.0' _ -- - — _ .._ __ _ _ = Ji iil _ - - -�- rri /r!rr ,,r.. rrr-_. �.) 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I r;t r, !il' , -!------------fD r I JI/ r t r // t r t r/ t r 1 / / r � I —; l`� � � ,• M /. P I / i J r r / ( 1 � r N \ t� —\ — // + �_. `--------------------- 1— —¢►9 , 1 1 1 r ✓ / J �, I/ r / '! 1 L _ r 1 t }d0 ' t �+ / r `, / 1 I >L 4 / r'll I,,.� 1 \~\`—9b9--- ' [ ( 1 i� �_ * � •.1 � J J` -r i i r' i i i � it / rr 1/ Qi ❑! �\r t I P II """Z• r p. .�. 1 I ❑ \ i 11 1 'I` II 1 1 I ao l r l 1 //, /r JJ ! r/ 1 1 r / /' I l `� l // i nj .-LZ ♦. 00 $ �-�s . =--�_-�•� 1 I 1 I I I q s+ I I I I I I I I i l r t t l,; { ; a O ! I r� c��r(j� nGY a •Ol / :'QL. '�S' •�-- _ _' �L. I i e I \ I ( 1 [ -i- 1 I r r 1 1 i+ I! 1 I 1 t 1 I I I i+ 1 r r r 1 1 r t r r rr \ � \_ _ 6 e + %,•"' "^_ _ / _ - _ e -\_. $ \ I - '-7.'19_.-._- 6 1 I t: I ."`-..{• r � � r I I I P L_/ ---------- ------------- .0 ♦ \ r., ,�! � + '� P Ll. 1 , + Lc)I• i r r I +� I— 1- a 1 I 1T j 1 •r-�j- �-__ _ � .. MOl Ii i 1 � ' 4 i r' s _...:. � '9Q . '. � _ I \♦ g•„•• t }1 P I , l 1 r r 1 � / 1 I+ 1 J t f I 1 1 i t p 1 I 1 P 1 r ;� t r 1 I 1 o \♦ l 00 -- -- Ol9 — I (b \\ \\ ITI v-.� - •� �- - / I §, I W \ \. ,... !: --_ _-.. :-�i' ��v'=` - ,—_-.`_..`' _ _ �' . � - _ _ / i; I i l �1,�_,,• ` x ' / I I ;III + ; , !; 1 [ I J i I i I ; I iI ! ;` I _ _a— I I r °{ ! — - —7 1 ' t t } I 1 -t- + a + J I 1 ! 1 1 W - �. YRYIv 9£ 9 - — — ` ' I i i. �. I d i 111 1 I , rr r , / : r ) i i i 1 i ��(J •1 1 1 ,% _ r [ Uj �+ SEWER: FO CE VA -�--- -90 `\_ I ; i. ( ' I ,� 1 I ¢, Moi +00 ` _i 2-}- 1j O 1 . \ ♦. _- ! It l Wn \ f 1l 11 �`►i I / /.X m / I �*-----•..�..,,.___ 0q'809 � --_, 0 `.--[•@g____- ' t � � �0 1` t �1 s } i / / + s I I s I T B / , � S �'Fp ' ! s 1 s r s �- \ o�nv ' I • I q � � I s s CIS." I » \\ _ , r s W' s \ �e .\ ,•� , `\ --\ `___ 8g8— 1 1 s' ZL jJ s e —� \• \ ` ,.t s \ •'' .� �- { } ., . QJC9 to Q `\`. \ .:• �. rr \` ..` l\ � I — ._.r. �• .r. ._.-. "�a�=�-"`... 11 ` ( 1 U_ WZ k \�\ `�••� \�~ ` \ \ h / '.� I -.._. •" I V t 1�,41 �' , 1 1\ I : V �'. 11 1 _ .. ,y, , I 1 , , 1 , i 1 ' I f I i •I ! I , r - �..�'- .� . !", .i . - ~- `` __ _ __.�- \__' 1 t y _ _ � '___..ram.--• _ I 1� _•� •�,` _ - I I r• ;% O_ f r iii 'rr {+I i I�� j + t 1'+� 1 � 1 . S' 1 W I 1 Ffit:. -""" _.._ _.._..._..-..-.. I 1 ♦ 1 1 t I 1 / ! I I,, '# l/1l �\ .. •�\'�..___-__ ____ __...._._ a� ;. -i _ �,, •�., ..-..-.._. _:r,.�v�....._.._..-.._.._.._.._..._.._.._..-..-.._.......-.._.._.......-.._.._.._..............••• 1 r �„r�...�••��'1 I ! \ ` i• \I � � { t � 1 J 1 r 1 d , , I , ! I ��i 1 I •'...._. — .— _.. -- �.`.,. , _ ...••••.. __ -- » F 1 { 1 r r 1 f , 1 [ I iP} f 1 I f I I I 1 I - - r mv I LI A0 1 sss I 1 L;i 1=- NOIL Q DESIGNED AND APP AS Z PLAN SUBMITTED BY- ANE�ERSON Q PART Of THE ORIGINAL WE �•� 1�J� z A ` TO -` 1 i V' w W W. = Q=Z < 00 Q '°C > Z U w i= C W w LL' O LI_ d ■ J a. N M E N 3 (n N CV N N o cry (o I- v 'c c �oaa PJLo cn > Lo v 0 t— U 0 �-+ C 4— V) 0 E 0 ui F— L- E LLJ a C� 001 Z N w �w Napa OZ UW yTH OF Dj 0 +, P a 8260 o�o���l)�� �` ION)I bd SURVEY: PL-PLC 1 DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: SHOWN 10/11/05 SHEET: 9/12 SANITARY FOR�CEMIUN PROFILE Cl IV _..,._ SCALES: H 1 " =25.0' SANITARY FORCE MAIN S 645 645 L V > U C_ 640 640 635 � 635 63E) 630 625 625 620 = 620 EXISTING GRADE PROPOSED GRADE 615 = 615 810 610 —_ � 1Y"v SAN. SEW. 600 FORCE MAIN: PROP. 30"� ROP. 8"4� ' — _ RCP CL. III 18" MIN. WATER LINE � v .� COVER Q = W _a � v —x a m d m p� � m � m d m O.. m �� F:hlTm\MAW1,tGSCSR'E(tlI-ZS-06)1ShenandoaHorda•Io�Rev.dwg SANITARY FORCEMAIN PLAN I I ; + �' SCALES: (H) 1 " =25.0' if I I } 1 f cr -----1 i g, i cP gJ 1 1 --- I I t I I I 1 I { I 1 1 ��¢ I II s }, 1 I, I ,1 HMnH0 N38HA3 JO II j 11 I 3:DV80 L08Od 6-VL 80 I 6L V_S5 Nld 1+ I I II 1 i I I IT• i + 1 w I i ,, i 1 I I , cs t 1 i fps 1 I I 9 t .9� ww I I I Zum (-Dw0 1 i I iNI i t i i I I 11 C> t I I 1 ) W I i I I I t I E 1 " I 4 i 1 V \ f• e 1 \ 1 \ W 1 Ir. 1 4 19� T. i9J. t f t° It tY \° °, \` NEAT H' I I I I �s ��� \\ \ \ \ `�` f \`� 9 + 2 7' 91 11FESWARAP pW � — — — — — . 00+8 1, t 99 +may . xs , 1N3W3SV3 81#35 ,(YV1INVS ,037 G. SOd0d 1 1 / t t r r 2/3ht3S / / 9�s ff k +�� I 14 1 1 I 1 i I 1 1 1 1 1 I 1 I I I I 1 FtESFRAMM SEND SANITARY FORCEMM PLAN + , e -'; I�SP�ti - Y -_ _ ___ ASPHALT PARKING LOT _'" ____ ,�_ � °° I � __ .._...+� ...—��.....�r�rt�+ _.�. �t.- gyp. `r�C+•�Ofq`L fob --------------- -e------------�-�- _ -_- -_--- - -- 1'cp[Z --------- ------------ + ___________ \ \ h�• +.ram"i I _ —~!` II + j FRAME SHED EXISTING MANHOLE CORE DRILL MANHOLE FOR CONNECTION SANI TARY FORCE MAIN WAS DESIGNED AND APPROVED AS PART OF THE ORIGINAL SITE PLAN SUBMITTED BY ANDERSON & ASSOCIATES, INC. \ I ° ° CD +LLJ \ tics bN , � 2 `'+Lp��• +`fig. SANITARY FORCEMAIN PROFILE 1 _ I ! 675 j 675 I I )� o 670; I I I , 670 11 > 665 - i a -' 665 1 k-GRADE MIN. 660 EXISTING ---'r ' 660 655 x. s' � 655 __._ � ,, � ... WATEH LINE r I 650 XI TING GAS / - —�— i I Z { 645 _ I I I 645 / i f _ (, _ -.'_ EXISTING _ ELECTRIC l , 640 U // _��___ I i 640 I 2 FORGE 635 a -- ' I . TYP. I 635 I a 630 0 -� o .. �- 630 0 o w O z Z o w © o 0 m m W W 1 W w 625 W I Z 1625 °- t- w O O w [if w cQ W z N O -a: ui N 0 z m 1 i d I I W O O i O O Q (/)Z — ILL d i ! m W H O O I p O W 6 In _ N 04 i Oj I O o6 x z + + _- I i + + i + + + i + + +UU 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 9mirl 00, \ L ~ r-i (V M J w W J H h Q Z o � Z O > w y) —j W— i... Z tn0D �U © Z Z < Q � > U W m W V) w Q w �O of t2 ■ ItJ ol E 1 O 1- cn U ♦A (o In 1` O O (p (o to 41> >v�,® a IIIIIIIIIJ +, L- �- U o - 4- W cn° � -c cL �_ (D L- Z w t� a v /n V% Z J W W V ELL al OW c) IT OF w > PIIM a 8260 �`psIONAL SURVEY: PL-PLC 1' DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: SHOWN 10/11 /05 SHEET: 10/12 F1Ttm\IJMVANGS\SRE(01-28-06)\Shenandoallor4a-JdnRM\4"lanRev.dw9 DETERMINATION OF SEWAGE FLOWS PROPERTY USE COMMERCIAL AVERAGE NUMBER OF EMPLOYEES 20 AVERAGE NUMBER OF CUSTOMERS PER DAY 25 TOTAL NUMBER OF PEOPLE 45 VDH DESIGN FLOW FOR FACTORY & OFFICE (PER PERSON) 15 - 35 GALLONS PER DAY CHOSEN DESIGN FLOW RATE 25 GALLONS PER DAY CALCULATED FLOW (GALLONS PER DAY) 1125 GALLONS PER DAY PEAKING FACTOR 4 PEAK FLOW (GALLONS PER DAY) 4500 GALLONS PER DAY HOURS OF STORE OPERATION (10 HOURS) 9:00 AM - 7:00 PM PEAK FLOW (GALLONS PER HOUR) 450 GALLONS PER HOUR PEAK FLOW (GALLONS PER MINUTE) 7.5 GALLONS PER MINUTE PUMP STATION DESIGN WET WELL VOLUME REQUIRED (FOR 24 HOURS OF STORAGE) N/A SELF CONTAINED UNIT WET WELL DIAMETER N/A SELF CONTAINED UNIT REQUIRED WORKING DEPTH (DISTANCE BETWEEN PUMP ON AND PUMP OFF) 1 FOOT DESIGN ELEMENTS LOW WATER LEVEL (PUMP OFF) 602.00 FEET FORCE MAIN DISCHARGE ELEVATION 663.00 FEET STATIC HEAD 61.0 FEET FORCE MAIN SIZE (VELOCITY BETWEEN 2-8 FPS) 1.5" (VELOCITY = 2.18 FPS) DESIGN PUMPING RATE 9 GALLONS PER MINUTE LENGTH OF FORCE MAIN 1065 FEET FITTING LOSS 6.04 FEET EQUIVALENT LENGTH OF FORCE MAIN 1079 FEET FRICTION HEAD LOSS 15.24 TOTAL FRICTION HEAD LOSS 15.24 TOTAL DYNAMIC HEAD 76.24 FEET PUMP MANUFACTURER: To BE PROVIDED BY MECHANICAL, ELECTRICAL, PLUMBING CONTRACTOR MODEL EONE SEWER SYSTEMS MODEL 2014 RPM 1725 RPM MOTOR BHP 1 HP IMPELLER DIAMETER N/A GPM ACTUAL 9 TDH ACTUAL 76.24 STATION SCHEDULE USE ENVIROMENT ONE MODEL 2014 DUPLEX PUMP SYSTEM. SEE DETAIL THIS SHEET s���f`NrNNf�NNf�N10 >`Nf� �� i`�•, 4' Stone screvi4" roedvmy box vAh Nat rnerked "SEINER' PVC MP X gaahelod adapter location nwkef w req*ed by PVC MiP X FCSA inspaator gasketed adapter SOR-21 IL Slone:.'• bncks 2• bat valve, w/ 2" emmamg nut LOW PRESSURE FORCE MAIN IN -LINE BALL VALVE ACCESS WAY VENT \ STRAIN RELIEF CORD CONNECTOR \ FIELD JOINT, REQUIRED FOR MODELS TALLER *� THEN 2014-93 INTERNAL WELL VENT 2.0' DIA. INLET, GROMMET TO ACCEPT 4.50" O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 40 in 1023 mm DISCH ALARM 31 in 800 rTm 26 in ON 648 mm 96 gal OFF 363 L 18 in 445 mm 65 gal 246 L tl� _�7 14 in �7 343 rm 49 gal 185 L SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H. (34 Ipm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR t1f1i9 *d Wade !; stflrKe� FORCE MAIN MANHOLE CONNECTION N-e' RHIIti1T1Ur1 / WATER TIGHT LID, FRP DUAL WALL,CORRUGATED HDPE ACCESSWAY POWER & ALARM CABLE 12-6 W/GND ELECTRICAL QUICK DISCONNECT (EQD) CORE CONTROL COMPARTMENT BREATHER DISCHARGE 1 1/4• FNPT (304 S.S.) QUICK DISCONNECT ASSY. (304 S.S.) SS CAST BALL VALVE 1 1/4' DISCHARGE LINE (304 S.S.) CHECK VALVE (GLASS FILLED PVC) ANTI -SIPHON VALVE (GLASS FILLED PVC) HDPE TALC 1/2" NOMINAL WALL THICKNESS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. L NSF CID FORCE MAIN IN -LINE BALL VALVE E)0'AM✓JN AOMt -BACK OF SI "moc DMANSON ,t0liT p-2D,2E,2F SEE NOS[ DETAILS r-+" 2"-Z• WELL. ORE YIELD BEFORE I=5- Mt r._Sq aTATOATa Gf-2A y� OAtvAN Bn S' C-C N FOR CEUTT DCTMLS iV T ` + ! e' cc. C-cg ,il>MT3 1 �C /-e. MS ! WELDED ,..q r:-C t 6e� e. - � 4O" C a x DMS A BARS _ r' BARS FACE NOTE S ! a" Ow _...._... i3'-e° LONG FOR OE7ALS OF GRATES a"•g' I,. t I Tc•wlic: sEE orxA,2a,Yc •.;-gg� roNAx. COLLAR CTtON MA L 2'/."X2'E4'Vl.` yy ��IrBARS A- At A, GVAMMO G.+ t"4.1i• YI ' v A a 0" C-C �y{ T.•":�"'}'-j' �' p Y 1 w BARS E-wi'° • 1D CC __--_.._..) A. r•••i I I a is OLY. NC aXtY aRsC AOEC/EASE TO R�i C ,GED C-C ;, -E-1 ra ' 801&- a 1 B B SECTION C-C T' pIArETER V i e. yyyy,» SECTION B-8 a �AL•aaNtztD'�{" - -' B�DRu PLAtES. FRONT ELEVATICIN JgyTyLp��' L OF2F i� L '�4 �tyEp - Wtll TYPE A TYPE B NOW DETALS = ROrr ( I Fr TYPE A NOSE DEtAIL aNAlt. E USED WITH C6H7 StMaMO. Il- 1 TYPE a NOSE DETNL SWILL at USED NTH M-a STANDMD. L---' GALY.V PLATE FOR TYpE%ADm pE YW ON AN NNXE FCR 115E ON dtAOES FDR USE N EM-CO WC O S %:. ® TO BENT PS'Xftd AT 2 C-Cr BOTH..SUE9 TO tIE SY,eETRICl/. T tOF Y vustum STANDARD CURB DROP MET 2" 3011 - 481' PIPE: MAXIMUM DEPTH (H) - 9' 302 VV~ "ART1ENT OF TRANSPORTATION tD4.Da Dr#1.2E.2F TABLE OF QUANTITES NOTES I. DEPTH OF KET 60 TO BE s�cWH ON Pt AM d_ t)E LOCATED A. AN SH *H ONT9K_ET 1 � 2 STANDARDS o & r Se Aj WV&LTO aOft L0 OF {R■ONAAS A SPxE tIr£ovRN yTrFLE� IIrOPtOOFF oRcAly"C sN71Ef1T'tIREVE�iP0Tf1 Te EDEEIOTEs tUrcnt (IF aNE m PAR. To DTHE THE S,, R&CUTTTT'A,LL 0.aor tk f61y&Y Ta T: OUf9 W. AL REWORGYIC BMS..ro Ff ft. o , MuF01 L T,4 SE � THE ACtWiY 20. GRATE To BE $IStT'A140 SA SLOTS WILL DWCT 51 BE OETUMINKO BY TNT. 4. CONTRACTOR FROM FELA CONdK 06. ALL FrftrOACW STEEL SKULL fWC A Mn: r00vm OF 21. WATER r0MN4 YID Kt tIROMr. GRATE ffUYf E RIL E IRpIR -ORATE 9. 10. TO BE CUT CLEAR OF Ks sfaWEo. Agpla NCF ALL BY 2TF.. 2L WHOWc' W E04T PIPES NE LOCATED WOFR t M C6ST AM PUd RNCLUOED N04CMNe0 PTO KE MQ IS TO k tt G6T_m PLACE CONCRETE Is TO K CLAW AT O�LLEl. Fdt THE SOF Lim PSO. PRECASI C�CJETE 15 TO E 22- WT MAY E1C USED MI1H LONfnitU/ML PAEaMi 04 d. w4 TM �V"1T THE TTFR/UUCTURE. ADECKIATE 60WE PrtTmC�a Ka61ER THAN THE Da om OF TIEL 12, S11BNOrteNERr OF THE 11NO H OF SLOT Q) WILL. N EYEM CANE. RE 51+oWN ON FLANS. T,1,1A�P� PLUS To O11"I+R P� WATERM � TM USE N CURB nPIK tFaT�A;lCl4 OFOF RIC CALL AND OLTM SrT143 vOR N0 PL.At7ae. MATE1aN.5 aRy0EE1+TAL TO THE NHIgMIIL! 6 TO E NCL tBIEO n THE SO 14. g}:R IKETS NAY DE EO PATH KtRTH POM FOR THE ST'mww ,L K O i ST S. STEPS NE TO E PROVM WHEN N IS 41r 00 GREATER. FOR OETALS SEE STANDARD M-t M. THIS AREA MAY E EARTHEN, n 04CH CW 4 TARS RDA WAY PRECAST OR CAST-sFPLACF THE CUM * � JOINTS !lt APPLY ONLY TO 7. 04 XX Ir{ O �GKE( ME FOR DUN 1►e A �ABJACENT Ir pS TO ABllitaW OPEL�At'EiD�� OSEr on OF S'Ea WTNONII'ill"'T A7 PIPES N LEV OF DOWELS A r x !' MUST BE W?,R�IXAtIS OF CTEV TO ttAN0TRa OUANTfffM FOR °A'D°� p 63 T-DJ, 1 FOR AK. OEMCK q�(. YARDS COP'�X.'a!!PE FOR EACH FOOT OF DEPTHL sh..t 2 or 2 STANDARD CURB DROP MET 3011 - 4811 PIPE: MaXMM DEPTH (H) 9' - 233 104.07 V000" DEPMTNOKT OF TRANS"TATCM 302 7•tgitfRkl�OEiCL7iUtF7&",it7tF��O�©�SiCE)tF�TiiOtt�t�<sii:#C�[�ltR��i�, (�Si trlar�#ttcal.�lltTltFm;� F't,»lFattt3�ltF]��tt�s�cml�rsaEll�a�s�trr�t�t�a�[�]t�-.a �;�r tl;l� �i1♦ f 16$•Lt1 !! tt'"i'•'i i� /]�+ii hi LR C7 �3L3� L�] t6 �ii E] �27 !•#! ti'II'i [# E:dT� Q �".i7 NF.F,i1N IC��I:i[fitK7ft��AtCir"7ifitwDf;ii".]C�iii[I•X3C31['w'iR�LtJ�I� I�ls7�SS'S#E]ptlZ'a'itr�tE.€)ii�ltiiauu7 r' tNi'A3'iiN �3.:�ti7t�1{[Flti��Fli'itstit3l3C.Si�Z7#iYfisltC�1'�BlE1lfSM[rlltFLi'�IL�tt�:.�t[];�iii�ftilC�i t�tlasaa>tit:�s~��rt��",�r>t��sztzc�ttr�;�■c]N�aNt�r]I�ar>:att���IN!>ttce�ts�N i' »C�A7 ti:lltt � t» E7 6,� i# iFft`7. k'>i, ctt�#*tns�1 ts:7 ti3�. ta.EAtli. E] ti?� 11 t11�"i L3 E�..7 <tt;•;. tF�. e C��i<RSYitititF�'®lltt'l�"1/Fit;�i%;3[EF'Sin14Fi7i E•3t<HL>lt�lt6tzTi!]t�'A7I�tiZ^�E]E�iT�itJit;::#i.=7 i'"'S•Si #�',t1I1 Ei4Sir Et �i]i] �C-Tr iSI��S<iEl i=� ttit!'.*.'y7tri ti�Sw iL! t[g.7tF�S� tc z� ttttt�.t a t� rl t,� fa t�� tea [�� n trrt;ts iSurm-st. ca tt�s c>tl tsz �t t� tE� Q ts�t t � t<iSiiE3:ltflltiflY�FltlTiit�i L1[�Z�^Ai:7t;[7�Ct71F�L�[it�t7i,Ci7[r•#tE�'.'1�[E7i�i7t�7 C��tft[�"'I�EAi1*�F�E➢'Yeti]tfiL3iiiS�31[i�<<�Ct7tF�Ti[tiF�''A117t[rS7�7tFII➢ri�#Ru Ji[�7 #iP�SiES.lttt3QTi [7i>:#�t][t�f31r#F1irf[SR'iR7sPSSi[tl[•II7it]t�70tR1C1�i3E7C➢i[i]tt1L'��� tR7L�at=S:� ii E�� F! �'X �ii11!'4S� t7 i�^li ir.7 tt�!Si CS] ti:�7ii:#�i#� [#1ti� � tFSi^� i5l iL�:7iC'F� t?daitit�l�iiftFialiEii'�7it'a<F�,iEiTCBFSi"tSS'r31[7tC�t�Ltil�ilSF�[•iR•LA"�tlRiL'aii��1t(SC:itG:�7 tr: a� Itt�.: a ttrt t�asNt E.! t Er � � r� r[•�r:�s c~ a I�avt c � tFataN taN tl;�ar t� �s � u tts-a t�IF. �X tttL•3:ti i1 �7� Gi 4I �CiR i7 � !�1 � i'�9 � [F7 tFtilti t7 tisf "i rl trCS� iE E;II� �.►] �:i • ..• '.=..,.., '� It i �:ir r+r ILi111+Y STREAM SECTION A -A RIP RAP P OTECTION 625 � 625 620 DEPTH OF TONE= 1.50' 620 615 PROP. Ew-7 615 610 660 RIP RAP 610 605 605 000 600 595 w 595 590 GRADE � 590 585 30 � J 585 _ tz PROP. EW-7 n- m w 66"0 INV. OUT 599.38 w • X w X w X w 00 25 50 100 125 A� s • T r MY!3PM76]00.5 YPER� �L1�ETE Mt�AtE-/' a YF'• LAG BOLTS a NETH �� eevnEn b ! 1 B 4�FLE6 att}i ZZ DETAIL A 1fO'r'aL DETAIL @ �33i�f�'�tr39tiC}:"�iu1'�[�S:41G i ��t4iC:1iC€i�tC3i 9ETJIatt:Y� ti:•i��tiu�f'.a'ttL"iz9�'+Tdi'fi�.�;Sl�`i11f..lL i� Ei�iC€T'a�tiG>z➢��i�$7i1�i7Eg:.9 Cfitlms:cs-�Gff]itta.;:�it�t�tu"F':9 <�imEi[5i©i.3,itiIIu7t��Cg;:9 LN j NOTE5=1. NOTE Ta BE +DOD P9laerirN Cm6I1F3tlILE aiTElxrll Y. F FPE a TO !E f1E1ED THE OPENNG MU- BE AD1l7dTm To AO1Y11lImIITE tP To s•_ 7. IELFOIiClfO STFcfI N AT)COIJOMCE YATN .BiY A-Ltt WesrFamnw BwaE. a. PPE nPaaras n PAICC116T OBAfAAlE urns sH111. HOT HOIe® =S AT MY GFVDI PONT eCTT■i7K THE r1f£ AND TIC i IJ11T. S. mEr®AO awrw ARE rrawr. ECTwL NTwaNAEnBArs rAr vMrr TrRTI NNurncrwERs ioLelrANas. IL n NO CAAiE aNILI TOP IF EIWALL FTHITRi1E ABOLE ORs,auL,FR. 7. FF/OR'NL TO BE BEVELEDM ALL I'RUa EIRiFT WHERE A OOEFLCT WNTN INF[8T aR ■RCtAl OCCUR - A. LEQL. aplu vEElr i.°Tcw ,axe ft%TMTnEEtLEr a�If/nppLEen, p� B. EIYIeK � FET�t°Fi THE LLLYE)tT IAW BE to fir.• awrEn wY BE PravAnEO aN ALL EOr�s Ar 4�lsACrLrlTlr{: �oPT�OL EAfil i1/f�GICN FrJGE�,"� SEE DETAIL A t B •LAG BOLTS o�cMETE INSERTSI � gV' L.w OEM FLOIF 7O' It 1 "1 I I fl' I I --- . -•� DETAIL e CIWr 141/Ce AND � El'rOa)ILL r0 BiRE 2'•0' SECTION ELEVATION SECTION A -A PRECAST ENDWALLS FOR MULTIPLE PIPE CULVERTS 42"-96" PIPE Tal.Te TAICFw Do•ARnvNr OF nMmaRTATwN nm. LTHE L VIEAIET& ME W 37 M ' NOTESt 2►-7 t aLUNnrEs DWFN ANC FOR 0fE tf+a+Au. 2FtEAE REFER TO STMNi1DEvr-2. sEETTo+.ad,falAiwEN&Ore NotcnlErN!+TAeIEAJTH16 tTEM NAY E PIECATi OR CA6T MPLACE.ONO01MiILt.SENErORtFSRBF].Ow 9TKDlADEALl�.tNETOP OOtpTlelL•TEOPAdAl1.41, TO M CRARE OF e0E0. !"Onz L CART eNPLACLCONCfETETOEC1.AS16AlFOR fRtECAST sFiBEET t01.l. S, ALCONTROL e.,+sWru.TOPaFEHOeM.t F![OH'CT MOVE FILiSLOPE. DRCH sLofY:.OR CRACK7. 4KBS SrAWARp10 iE USl7) WRH3TR/At7TT CROS9G5 At!) S)QY SHALES TO 9•. 9^15 e. coar n sMs FOR a,ACNc CONTROL To BE BACT.MDED IN PRICE PE], eo PER awc rARD Y�ilt coNCNe<Te. - e. HEADNALL TO BE B[VE120 M A �� s "move SINEW Am '�. I rxYMfi SECTION B-B COLLAR 6lLV I t+ 1a GM_V. MCQft2 • u , n SECTION O-0 d � �-c .��qDyEE.rTF.��pqE r-KK^ B CALV. S^ PHOL R B Y U 'E.A16� a6°EV. tIELD Ml EEP HOLE. /t ! C E IeC87tK2 lM X SHEAR SEE NOTE, e. L� I sYtlO SK. 0 COL CO SECTION C-C 1roR oLLAlr. FROM ELEVATM A� KEi a � SECTM E-E WITH A vmm OUtTEA L. _-_.-_, _ APPROACH CUTTER r f � • I T r I R� BARS A -I BEE NOTE S. gKfK ► ATE B fqt USE ON OREOES ; � - DOES" ! Y�. A -)u• STID ' i ��Ar. C ppT�N, Oh2C f` � '7 � �s ^ "2'C-C TYPE A TYPE B �� I SEE NOTE s NOSE DETALS STEML FlOM'_ TYPE A NOSE DETAIL SHALL E USED WITH OC 7 STAIGAM. TYPE B HOB£ DETAIL BULL BE USED WITH 09-4 STMNOARD. FOR US'E N SAWs SECTION A -A OF '44' OO PLATE FME OR TYPE A T4 BEttM OR MK MALE SHEAR OOHECTORS WEL.OEO TO WHT FLATS ATT1Z'C-_ BOTH PUS TO BE SYflLTRICAL raR STEP DETAILS SEE STEL ST-t z,EET t OF Y STANDARD CURB SPECFWAMN DROP MET 1211 - 2411 PIPE* MAXMAIJM DEPTH (H) - 9' m 101.W V0GV4A OEPARTWENT OF TRANSPORTATION 302AL NMI I n ' � ` i � ==' =• m► n TI Il Waal Ii.l I'.fl a ii.11.Ia _ n "I II it 11 II n n. IN -------- . t�=fjp-'m- ii=H-u=u-n -n tl II=11=11=11=II=1t-11 II .II =11 . IL,,.IL-,,.11.=11.-11=11.,11-11=11 - - '-'II�N=11�11.�I,KKK-H�1,+-11�11=H•-K,�N�KI�,I�H�H�„ H=u-u H. n-n 11-11-11 n-i1=1 � II U-1C ',`, ,. 1.11 .. .. .. .. .. .. .. .. iK=,a�11.- H-.H=aI-KITH-,, w"I"7_7161 .. :=Ka_Ia-.I, ►N 1LH11 t !I ��,iT.11 11 IL- II II -11. • • • .11-11 11=11_ II ., I .. I .11-N ., I ., I ., it .._ .. I =11=f1=11=�=11=11=11=11=11=1=11=11=I1=11=11Ii..11-11Il=H-11111:II.�IIIll1II=11i1III1111_ILA11I!11=It=t111=II=1t=l =11=11=All=11=t =11=11=11_,11-11=1t=1 • -'-11.;;.IL;,.Ii.;.11=11=11.�11.=11-11 11-11=11=11-11-11=11-II?N--11-I1=t1-11=11=11-11-,l-II• I,�B�y�,�,r,C=All 11,-aIL� II II 11=11 .. IL,, II II ':11-1i- ,I 11=11 tl a=1 IN t1=11 11-11 ,. IC-1(•,11..11 „ H .. If„ If „ li .. 11 ,. II It 11-11-�11- -ll ,. IL.,,11i:{ ■� �� • 1 O 1zL1 Z � Z W 6�5 z W � Q � co \ IW- J OVA Ix > Z ■ U J ■ .. � o r- rn o V) N N N z J W � W (n p tZ of v j 18260 SSZONAL SURVEY: PL-PLC 1' DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE; N/A 10/11 /05 SHEET: 11/12 FATim\DRAWINGS\SITE(01-28-06)\Shenari"Hon4a-JohnRosslSrteplan-Re/4%g GREASE FITTING ME BRICK CAP -SLOPE TO DRAIN COLOR PER OWNER SPEC. CONC. BOND BEAM W/(1) #4 GROUT -FILL CELLS 0 REBARS STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) CONC. BLOCK (4"X8"X16") 4" SPLIT FACE CMU OR BRICK EACH FACE. PER OWNER SPEC. #4 0 24" OC FINISHED GRADE STEP DAWN TOP OF WAL4 AS REQ D TO MAINTAIN 6 MIN. HEIGHT. fz (n < Wa af Z�z io0It W U v W DISTANCE FROM 9CE OF CURB TO FACE OF WALL= 3' _Tt�SPHALT SERVICE AREA #4 0 24" OC j #4 0 24" OC 3-#4 CONT. SERVICE AREA SCREENING WALL TYPICAL SECTION �L��il[�jiL•i�� ARROW DETAIL NO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS STRIPING KEY OTYPE B, CLASS I, YELLOW PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. OTYPE B, CLASS I, YELLOW PAVEMENT MARKING, 2 12" WIDTH, LENGTH AS SHOWN ON PLANS. OTYPE B, CLASS I, YELLOW PAVEMENT MARKING, ELONGATED SINGLE ARROW. SEE DETAIL ---12" x 18" STND. STND. U-CHANNEL POST RESERVED PARKING `1 VAN ACCESSIBLE n poG-eoo T(iW-AWAY ZpE VAN ACCESSIBLE - PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN RESERVED PARKING PDIN.TY SioO-BOO TOW -AWAY ZONE HC SIGN 1 -4 GATE HINGE DETAIL N.T.S. 2" STL. TUBE (TOP RAIL) j 3' 1" STL. TUBE 0 4.5" D.C. LLLL 1" STL. TUBE (BOTTOM RAIL) V 3 1 /2" J - TOP OF RETAINING WALL I' Ll 't - 2" STL. TUBE 0 6'-0" O.C. GUARD RAIL DETAIL NOT[-T8i SCALE 2" FIN. GRADE 6' 4 REBARS 0 12" o.c. HORIZONTAL (Typ.) 12" VDOT #57 STONE 0. 0. o o° O°O o°°°°O O o O°0 9 .1010 o°o 5' Max. 0 0 0 p0 . FILTER FABRIC oa og e 4 REBARS 10" O.C. °o°o° VERTICAL yp.) 3'0 PVC Pipe 0 4' o.c. o ° o °oao; °g� V-4"- FIN GRAnF #4 REBARS 0 10" o. . 3" - -•j---- 24" Mtn. 1, I 1 -�� 3" #4 REBARS - 0 12" o.c. (T)ji.) 4'-6- NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. STEEL REINFORCEMENT SHALL BE GRADE 60 STEEL (Fy=60,000 PSI). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI. SOIL BEARING CAPACITY SHALL BE A MINIMUM OF 2500 psf. EQUIVALENT FLUID PRESSURE = 45 pcf; AND SOIL WEIGHT = 120 pcf. FACTORS OF SAFETY: SLIDING = 1.5; OVERTURNING = 2.0 RETAINING WALL SECTION END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45• ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE W W Z Y < CL -J W X J W IW EX. LANE (12'+/-) 14' VARIABLE ---- - - _. - CROSS _ 3:1 c SLOPE - 1/4":1' EXISTING PAVEMENT _ _ - _STRUCTURE •• ••:.:::: ?: CG-7 II- .] 2" SM-2A SURFACE COURSE 4" BM-25 BASE COURSE -12"- 8" 21-B COMPACTED SUBGRADE SUBBASE COURSE TURNING LANE TYPICAL SECTION AT ENTRANCE NOT TO SCALE STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED) 6" 0 STEEL PIPE W/ CAP) FILLED WITH CONCRETE (PAINTED) STEEL 'SLEEVE' SUPPED OVER' 6" 0 STEEL PIPE FILLED W/ CONCRETE (PAINTED) C3 X 4.1 GATE FRAME CAP UNIT ADHERE TO TOP UNIT W/VERSA-LDK CONCRETE ADHESIVE WomoUs FILL - 1 r DEEP GFASYNTIENC RE]NFORCE]EM SEE MANUFACTURER SPECIFICATKM FOR LENGTH. TYPE. AND SPACING RETAINED BACKFILL t33 ORNI1KiE GGRAOIXtEGATE y{ VERSA-tOK I THICK MAW - �{ MOD" CONCRETE _ I ' FACING UNITS 2 •.,' , > APPROX. EXCAVATION LINE RO NFORCED BLDMGILL COMPACTED N% OF MAI(•R111 STANDARD PROCTOR DENSITY 4• DIA OW) DRAT PPE OUTLET O END OF WALL OR • 40' CENTERS MAX _ SLOPE TO OPIUM (1/6'/FT.) W/FI.TFR FAII•C IMPUNIOUSM GRANUAR LEVELING PAD r TACK MIL TYPICAL SECTION -REINFORCED RETAINING WALL MODULAR CONCRETE UNIT scat£: N01E---------���---A------��I' 1 DRILL FENCE POST OO N(PACCTORIN CUT LMNDRAL POST H OR FMADRAIL POST NEAT HOLE T FILL W/CONCRETE REMOVE p�yN (ryp,) BLOC OF tr BLOCK , 1 CAPS CONTRACTOR NAY BREAK OFF RE�It BACK OF UNIT TO INSTALL POST P MN T C"') A POST DETAIL- PLAN VIEW POST DETAIL- SECTION A -A TYPICAL HANDRAIL AND/OR FENCE POST TYPK;AL. HANDRAIL AND/OR FENCE POST SCALE: NONE SCALe NONE PINHOLE I M-om E AQGF40MTE I DEAF. GRAN PPE 3/4• SETB•CK VERSA -TUFF PIN 2 PER UHT THETIT,IIG OPEN JOINT AT 40 FT. CENTERS swr PINNING DETAIL DRAIN DETAIL CROSS SECTION WALLS OVER 4' SCNENONE SCALE NOW PIN HOLES .,am F°R 3/4• PN MOM FOR SE713ACK WUNl CONSTRUCTION VERTICAL WALLSI�14•� sPunuG aRoovE FOR HALF UNIT 2x4 TOP RAIL I I I I I I I I I I I l l I I I I l l I I 1 x6 BOARD, FRONT & BACK I I ! I ! ( I I ( I TOE NAIL EA. 1x6 W/2-8d(EA. RAIL) 2x4 MID RAIL I I I I I I I I l i I I I I I! I I I! ! I ! I uil 8'-4x4 POST 0 8' CC ! i I 2x4 BOT. RAIL ATTACH RAILS TO POST I I PROP.._ GRADEW/3-10d(EA. RAIL) 12" DIA. POST HOLE, 9" 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. PROPOSED FENCE DETAIL NOT TO SCALE GENERAL NOTES 1. STRIP VEOETATOM AID GNAW SOL FROM WALL AND OEOBVNTEIIC AUGN►EXT 2. BENCH CUT ALL EXCAVATED SLOPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOL ENGINEER TO REMOVE UNSUITABLE SUL 4. SITE SOILS END•@L SFNLL VERIFY FOUNDATION SOILS AS BEND COMPETENT PFR THE DESIGN STANDARDS AND PARAMETERS. 5. LEVELING PAD SHALL CONSIST OF COMPACTED COURSE SAND OR CRUSHED ORWF1. r TFICM( MMN •. CONFRMcTOR WY OPT FOR A LEAN CONCRETE PAD. CONCRETE PAD SMALL BE UN REDIFOROED. 3• THICK M NOMI UML 7. NI■IBI EMBED E14T OF WALL BELOW FINISH ORADE SMALL. BE r FOR WALL MGM UNDER 4 FT. AND 12• FOR WALLS OVER 4 FT. UNLESS SHOWN DIFFERENTLY. B. FOR LIMITS TO BE BABODED. COMPACT FILL N FRONT OF UNITS AT THE SAME TIME FU 80" UNITS IS COMPACTED. Y. DRAIMOE AGOREWTE SMALL BE INSTAUM DIRI BEND TIME WALL WITHIN 1r OF THE TOP OF THE WALL. DRAINAGE AOCROGATE SMALL NOT EXTEND BELOW IAL FGRADE *IFRONT OF WAN. 10. 1D COMPACTION SNALL RA SM OF MA(NFIAM STAiIINAD PROCTOR DENS11Y.(ASTN D-W) 11. COMPACTION I us. SHALLBETAKEN As THE WLL IS INSTALLED. THE MINIMUMNUMBER OF TESTS SMALL BE DEIEl1UED BY THE SITE SOILS FNTANEE 17. COMPACTION WITHIN 3 FT. OF WILL SMALL BE LIMITED TO WAND OPQATED EQUIIP ENT. I& SEE M4IIFACTIRER'S SPECIFICATIONS TOR GEOSYNTETC TYPE. LENGTH AND LOCATION REOUpED T. 14. OECBYNETIC SEAL BE PLACID WITH STRONGEST DMIION PERFIM1CIAFR TO WALL FOLLOW OEOSYNTETIC MANUFACTURER"& INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICKTION& 15. CONTACTOR SMA.L DRE= SURFACE RUNOFF TO AVOID DAMAGING WALL WHILE UNDER CONSTRUCTION I & ANY SURFACE ORMIUIG£ FEATURES. FINISH GRAVING, PAVEMENT. OR TURF SHALL BE NSTAIED "AmwFIY AFTER PALL 4 COMPLETED. 17. FOU.OW APPUCAAE PROMSI0M5 OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AD WRITTEN SPECIFICATK*M E COMMAS ARE DIPFEAER THAN THOSE STATED IN THM DAW*= AID SFEOWMATDNS, THE CONTRACTOR MIST CONTACT ENGINEER PRIOR TO PROCEEDING WITH TW CONSTRUCTION OF THE WALL spuTnw . I(TOP ' STL TUBE Sn_ TUBE o 5* oc. ---o 0 FRESTANO GROOVE 42 - �_D `_� " y 1" STL. TUBE (BOTTOM RAIL) ':�... "' •' 1B. II 3�• II TOP OF RETAINING WALL '`•`' 2' STL TUBE O 6'-0" o.c. �- - STRAIGHT SPUT FACE FREEST ANOM WALLS d -� PEDESTRIAN SAFETY RAILING PAFLAT BUCK N.TS. � NT VERSA-LOK UNIT INSTALLONWALLSs As DIEcrED er THE OWNER UNIT DIMENSIONS SCANS NOW PAVEMENT DETAILS HEAVY N.T.S. LIGHT 2" SM-2AL BIT. CONC. OVERLAY SURFACE TREATMENT 2" SM-2AL BIT. CONCRETE 3" IM-1A BIT. CONC. SURFACE COURSE BASE COURSE 8" 21-A 6" 21-A - STONE BASE - STONE BASE `- 'II_ COMPACTED SUBGRADE �- COMPACTED SUBGRADE - "'' I ICI f� 6" NOTE: THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED 13 IN THE ENTRANCE ROADWAY AND THE PARKING AISLES. ,.4� .� ' 7" THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED A: ' • - IN THE PARKING STALL AREAS. 4. 6" 2'-O" - I 12'x12' i CG-6 COMBINATION 6" CURB & GUTTER f b -. o ................. .... ....... NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 4" CRUSHED STONE (3500 PSI) 6" CONC 6"x6"xW2.9Xw2.9 6' 6" 18 GA. STEEL DECK O 'fi i� to 15'-2" -'-4" W 0- 0 13'-0" . - �o C11 CANE BOLTS ATTACHED s, N 0 FENCE a y TRASH ENCLOSURE N.T.S. GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED 2"X4" TREATED WOOD BLOCKING TO STEEL GUSSET PLATES BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. TURNBUCKLES-1 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (2 TOTAL PIPES) PNTD. PER OWNER SPEC. 6" CONC. SLAB W/ 6"x6"X10/10 WELDED WARE MESH DUMPSTERS BY OTHERS 0 (2) 6'-8" GATES TO MATCH FENCE SEE FENCE DETAIL THIS SHEET BORE HOLES IN o; CONCRETE TO ' ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS _J Q L 10 0 NU 0 U W J Q Z a 0 0 Z TO X Li W r < (n Z 0 pz��U Q `= j Y W U W Q W W 0 ' STANLEY #1010 STEEL 18" 2* CANE BOLT -ONE PER GATE ■ U o CASTER -ONE PER GATE ■ ELEVATION -TRASH ENCLOSURE NJ ■ 0. N.T.S. N 0 ■� _ O U r �/ / •� •-' N V) N I I 3 (V N 4" B v (o N co I YI <I •• PR. STREET OR AISLE APPROACH T4 " 2 R QY >` O '� v O CG-11 2Ni A _j BE THE SAME AS... _ > n I of tTn MAINLINE ROADWAY. " a: •�.. J ) I NI a< �� (RADIUS TO BE AS SHOWN ON PLANS) +'.. . �- : .. " ; :'.. •: : ,. ' c (D v (RADIUS TO 3E AS I C I C CLASS A3 ••' . . O SHOWN ON PLANS I - Z---� I - �� v� (H.E.S.) CONCRETE uj _c U s I 1W c .- E f_--- I 6 SECTION C-C Z T � \` ® CONSTRUCT GRADE CHANGES WITH A ■F� I'� ' I �� ®RADIAL COMBINATION & GUTTER PARABOLIC CURVE. q T �� ` CURB (ST-D. PG-6) WHEN THE ENTRANCE RADII CANNOT a SIDEWALK j ® I " ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE EXPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS (� 6" A ; • OPTIONAL WITHIN THE LIMITS OF THE RADII SHOULD BE z EXPANSION JOINT INCREASED TO 7". "B"= MAINLINE ROADWAY WHEN STADARD CG-11 IS USED FOR J LL1 NOTE: WIDTH 2'-0" ENTRANCES BUILT IN CONJUNCTION WITH Z OR AS SHOWN ON TYPICAL SECTION. �q PLAN VIEW VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: V) Z CHANGE D ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE 07 () W EDGE OF SHOULDER OR - OPTIONAL FLOW LINE PARABOLIC-1 CURVE SLOPE �_ -- '- STABILIZATION REQUIRED FOR MAINLINE PVMT. ® ---- l D WHICH CAN BE OMITTED IN THE ENTRANCE.) _ - ® RADIAL CURB OR COMBINATION CURB AND ANY GUTTER SHALL NOT BE CONSTRUCTED �j T H OF MAINLINE ROADWAY WWF(1.5" MIN CLEAR) D BEYOND THE R/W LINE EXCEPT FOR THIS CURB SHALL BE USED WHEN DESIGN 8% MAX ® ---- ---._ REPLACEMENT PURPOSES. O GYM 2" " SPEED IS GREATER THAN 40 MPH 0 DUMPSTER AND ENTRY PAD DETAIL 5' SLOPE CHANGE _`D� WHEN USED IN CONJUNCTION WITH STANDARD " 5RURAL HIGHWAYS AND 45 MPH IN DEVELOPED 40' MIN. FOR URBAN AND SUBURBAN AREAS. NOT TO SCALE MIN.- I CG-3 OR CG-7, THE CURB FACE ON THIS U PAINTERZ. 9 STREET CONNECTION STANDARD IS TO BE ADJUSTED TO MATCH THE t. - ;,� " NOTE: COMB. CURB AND GUTTER HAVING A RADIUS 20' DESIRABLE FOR MOUNTABLE CURB CONFIGURATION. 18260 OF 300E OR LESS (ALONG FACE OF CURB) SHALL COMMERCIAL ENTRANCE "" BE PAID FOR AS RADIAL COMBINATION CURB AND SEE STANDARD CG-12 FOR CURB RAMP DESIGN v0 p GUTTER. PISECTION A -A TO BE USED WITH THIS STANDARD. 00,��% �0� 1 '"- THIS ITEM MAY BE PRECAST OR CAST IN PLACE. ` CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CG-2 1L I R 10NAL " * PLANS ARE TO INDICATE WHEN CONSTRUCTION OF ASS 7" 2'-0" PSI-4000 IF PRECAST. c1 6" ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE. GUIDELINES FOR GRADE CHANGE D A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE THIS AREA MAY BE CONCRETE WHEN IN COMBINATION MOUNTABLE CURB AND --• HIGH MORE THAN 1500 VPD 0% 3% SURVEY: C.1.: AT THE OPTION OF THE CONTRACTOR GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS CONCRETE TO BE CLASS SURFACE ( ) OPTIONAL FLOW LINE MAY REQUIRE WARPING OF OR STANDARD CONNECTION FOR STREET INTERSECTIONS A3 IF CAST IN PLACE, 17 LOW (500-1500 VPD) <3% 6% PL-PLC LOW (LESS THAN 500 VPD) <6% 8% A PORTION OF GUTTER TO PRECLUDE PONDING it THE BOTTOM OF THE CURB AND GUTTER MAY BE TO HAVE THE MOUNTABLE CURB CONFIGURATION 4-000 PSI IF PRECAST. BASE OF WATER. CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- INCORPORATED. DRAWN BY: JOB NO.: SURFACE COURSES PROVIDED A MINIMUM DEPTH WHEN THIS STANDARD IS TO BE TIED INTO EXISTING OF 7" IS MAINTAINED. WITHR CURB,' OR TTHE HE CHANGE ION IS TO BE MADE 0 _ SUBBASE METHOD OF TREATMENT- PL-PLC 0502017 CG-7 AT REGULAR OPENINGS. HEADER CURB CONNECTION FOR STREET INTERSECTIONS iCA2E.o' 10/% DATE: COMBINATION 4" CURB & GUTTER NOT TO SCALE AND COMMERCIAL ENTRANCES NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) VDOT 2001 STANDARDS NOT TO SCALE SHEET: (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 12/ 12 FATtm\DRAWINGS\SITE (01-28-06)\She ndoaHonda--IohnRo \Skepla rRe .dvq GENERAL NOTES 1. The property delineated on this plan is located on the east bound lane of Route 7 in Frederick County, Virginia. 2. PROPERTY OWNER/DEVELOPER: For My Kids, LLC. 122 Walls Circle Winchester, Virginia 22602 3. ENGINEER/APPLICANT: Painter -Lewis, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 4. SURVEYOR: Anderson & Assiociates, Inc. 7722 Main Street Middletown, Virginia 22645 Contact: John Ross Telephone: (540) 678-8500 Contact: Timothy G. Painter, P.E. Telephone: (540) 662-5792 Telephone: (540) 869-2501 5. The Site for proposed development is parcel: 55((A))81. The total parcel area is 2.02 acres. 6. LOT DATA: Zoning: B2, Residential Performance District Proposed Use: ATV Sales Current Use: Vacant 7. ZONING REQUIREMENTS: Front Yard Setback: Required- 50.00' width Provided- 62.31' width Side Yard Setback: Required- 0.0' width Provided- 23.69' width Rear Yard Setback: Required- 0.0' Provided- 8.24' width Building Height: Maximum Ht- 35' Actual Ht- 31' Building Area: Proposed Building: 26,380.00 sq. ft. F.A.R.=(26,380 sq. ft./2.02 acres)=0.30 8. Parking Space Requirements Motor Vehicle Sales: 1 Space Per 400 s.f. Building Space Plus 1 Space Per 3,000 s.f. Outside Display Area Accessory Uses: Warehouse: 1 Space Per Employee Office: 1 Space Per 250 s.f. Service: 1 Space Per Service Bay Sales Space Provided: 8,000 s.f. Building Space=20 Spaces Warehouse Space Provided: 14,380 s.f. with 4 Employees= 4 Spaces Office Space Provided: 2,000 s.f. = 8 Spaces Service Space Provided: 2,000 s.f. with 1 Bays = 8 Spaces Total Parking Required= 38 Spaces Total Handicapped Parking Required=2 Spaces New Spaces Provided= 40 New Handicapped Spaces Provided=2 9. Landscaping Requirements Perimeter Landscaping: 1 Tree for every 2,000 s.f. of impervious Area Impervious Area: 48,348.63 s.f. Parking Lot Perimeter Trees Required: 24 Interior: 5% Minimum of Interior Islands Landscaped 1 Tree for every 10 Parking Spaces Parking Lot Interior Spaces: 40 Parking Lot Interior Tree Required: 4 Total Number of Trees Required Before Proffer: 28 Total Number of Trees Required After Proffer (5% Increase): 33 10. Percentage of Property to be Landscaped 0.46 acres=22.77% 11. All water mains and sanitary sewer lines shall be connected to existing F.C.S.A. Facilities and shall be public lines. 12. Storm water runoff shall be controlled by the proposed storm sewer systems and existing channels. 13. All utilities connected to this development shall be underground. 14. The proposed R-O-W improvements for this development shall be installed in accordance with V.D.O.T. standards and specifications. 15. Existing Environmental Features: Flood plains: According to the NFIP FIRM 510063 0120 B, the property contains areas within the "Zone A" 100 year flood plain. Riparian Buffer: The area of riparian buffer on this site is approximately 0.51 acres. Only elements that shall be incorporated into the proposed public Interpretive Recreational Area shall be constructed in the riparian buffer. Lakes and Ponds: None Wetlands: None Natural Storm Water Retention Areas: None Streams and Natural Water Channels: The existing Ash Hollow Run shall be cleaned and a new culvert installed to enhance drainage. Woodlands: None Steep Slopes: None Rock Outcroppings: Areas of Rock Outcroppings may be found across the site due to the existing soil types. (Frederick-Poplimento looms) ZONING NOTES: 1. All lighting installed on this site shall be directed to preclude any off -site glare and illumination. 2. All easements which are applicable to this site have been indicted on these plans. 3. In accordance with section 165-65F(4) of the Frederick County Zoning Ordinance, detached accessory structures are not allowed with single-family, small lot developments and will not be permitted as part of this development. NIHIEAMNNAH H DA-AT LE E' m ILLE E � 'I • T I' I IA I - - - - - - - - - - - - - ^- - - - - - I = 4,007 tEEr ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _--------- - ®®®ECEyLA0 ROUTE 7 ®®®® ®®®®® ®®®® V� EAST BOUND LANES®--®®D® BERRYYILLE PIKE ®® ®®® ®®®® ®®®®®®® ®® ®®®v®®®�®®®®---------- ® LI �� ---- ®1 / n S64*17'59E S6i3331 E' ®- - _ �®®®®®®® _-- ®®®rEll ' S64°32'52'E 1 41. kn � 1 1 J Grace Brethren Church �' �•'`., ��, D.B. 310 Pg. 10 f Tax # 55-A-79 �b I ; I Ronald E. & Alice A4. Dehoven Zoned RA 0 W B. 84 Pg. 118 ty ' � Current Use. Church COMMERCIAL SALES FACILITY I .%'` ~ �` s Tax j 55 A-82 t GT.: 35 Ft. (Max.) TWO STORA I Zoned RA 1 20,060.00 S.F. FOOTPRINT -- -- - '� i Current Use: Residential MEZZANINE: 6,320.00 S.F. 1 26,380.00 S.F. TOTAL FLOOR I AREA N,61°45'077' 223.97' N 4°5336 "r 223.52' LINE BEARING DISTANCE L1 S 64°39'34" E 6.9306' CURVE I RADIUS ARC LENGTH LENGTH CHORD BEARING DELTA ANGLE C 1 3844.7200' 217.0731 ' ECHORD 217.0443' S 61 °46'29" E 03° 14'06" Grace Brethren Church D.B. 310 Pg. 10 Tax # 55-A-79 Zoned RA Current Use: Church tiTH OF 'N 1 d0 do �a�6 G�,�-W ®_TONAL ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FIG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.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 TIC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE 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). I LIST OF DRAWINGS: I SHT. 1 /12: COVER SHEET SHT. 2/12: CONSTRUCTION NOTES SHT. 3/12: EROSION & SEDIMENT CONTROL NARRATIVE AND DETAILS SHT. 4/12: SITE LAYOUT PLAN SHT. 5/12: SITE GRADING AND EROSION & SEDIMENT CONTROL PLAN SHT. 6/12: SITE LANDSCAPING PLAN SHT. 7/12: STORM SEWER PLANS & PROFILES SHT. 8/12: WATERMAIN PLAN & PROFILE AND DETAILS SHT. 9/12: SANITARY SEWER PLAN & PROFILE SHT. 10/12: SANITARY SEWER PLAN & PROFILE SHT. 11 /12: MISCELLANEOUS DETAILS SHT. 12/12: MISCELLANEOUS DETAILS If 1E. PLAN A $ R n Ott ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL PAINTERmLEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 Email: office@pointerlewis.com (±®NSULTING JOB NO.: 0502017 SHEET: ENGINEERS DECEMBER 21, 2005 1/1 Latest Revision Date: October 06, 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. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 7. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of Anderson & Associates, Inc. and established at a two (2') foot contour interval. 8. No Geo-technical report has been furnished for this project. 9. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 10. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adolph Cable Entertainment: (800) 835-4949 Allegheny Power: (800) 255-3443 She Gas Company: (540) 869-1111 Fresno (Telephone): 954-6222 FCSA: (540) 868-1061 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. All erosion and sediment control measures shall be installed prior to any land disturbing activity. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries, and the Berry Pike edge of pavement and right-of-way. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall b(; installed. After stabilization, the temporary erosion and sediment control devices shall be removed as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched as necessary. Vegetative cover shall be applied to all denuded areas and shall conform to the following specification: 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 Ib/1000 sf). Seed Type: Rate: Mixture: Reliant Hard Rescue 130 Ib/Ac. 65% Kentucky Bluegrass 40 Ib/Ac. 20% Perennial Rye grass 30 Ib/Ac. 15% See specifications from supplier for complete information. 6. The contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R-O-W. It is the responsibility of the contractor to maintain clean streets and allay dust at all times. A construction entrance shall be installed and maintained during the construction process to serve this project. A trash rack shall be installed as part of the construction of the construction entrance. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. i �{•7•\�l•� LiL> <� i; h►ZeL'LU71 Red 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. 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 n I d b ceded, shot be obtained by the contractor and shall be approve y a certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASST. 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 compacting testing and the appropriate reports shall be performed for fill placed under all public utilities. The compacting test reports shall be submitted to the F.C.S.A. Department. 5. The excavation and fill process shall be performed for the entire site. All topsoil material shall be stockpiled for later use in the lawn and slope areas. Test pits shall be performed by the contractor to determine the soil types and the extent of any unsuitable soils that may exist on the site prior to commencement of the rough grading operation. All unsuitable soils shall be fully removed from site and replaced with properly compacted fill material. Extreme care shall be taken when denaturing the low-lying areas of pending. The denaturing shall be done so as to prevent any damage to the downstream properties or drainage ways. The grading operation shall be performed so that no damage, encroachment, or pounding will occur on the adjacent properties. Where offset grading is to occur, proper notice shall be given to the appropriate property owners. 6. 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 surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 7. All slopes, lawn areas, planters, and bergs shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 8. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. 12 14 4,1151 • • • CONSTRUCTION NOTES 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 on 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. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. 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: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. 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. 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 will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have backflow prevention assembly (detector double check valve of RPZ, as required). The assembly shall meet ASSE standard No. 1 048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If 18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast flow lines (IS-1 Type.) shall be installed in all structures to facilitate flow through the system. 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 posit. 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. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia Fire Department. 2. Backwater valves shall be installed on all plumbing fixtures, (subject to back water), located below the top elevation of the upstream man hole cover. LANDSCAPE NOTES: 1. The property delineated on this plan is located in the County of Frederick, in the RP zoning district. 2. Confirm the locations of any utilities above or below ground prior to the commencement of work. Contact the Landscape Architect in the event that utilities or any other structures conflict with the layout shown on the plan. 3. Verify the quantities shown on the plant list with totals indicated onthe plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the owner at the time of bidding. 4. All materials are subject to approval by the owner or the owner's representative. Provide the owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the plant list, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5. Plants shall be sound, healthy, vigorous, will branched, free of disease, insects, insect eggs and larvae, and shall have adequate root systems. 6. Sizes specified in the plant list are minimum sizes against which the plants will be judged. Failure to meet the minimum size of any plant will result in rejection of that plant. 7. Groups of shrubs shall be placed in a continuous. mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4" of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2"x2"x72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all BBB plants. 11. Plant substitutions are permitted with consent from the Landscape Architect and the City of Winchester, Virginia. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard manure, peat, and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds, or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. Virginia Department of Transportation Staunton District Rev. May 1, 2004 DOT General Notes V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (DOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest US Department of Labor, Occupational Safety and Health Administration (OSIER), and Virginia Occupational Safety & Health (JOSH) Rules and Regulations. V3. When working within DOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDT's Work Area Protection Manual. Furthermore, all traffic control flappers must be certified in accordance with Section 104.04(c) of the DOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by DOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. DOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary DOT land use permits for any work within DOT right-of=way. V7. If required by the local DOT Residency Office, a pre conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and DOT prior to initiation of work. V8. The contractor shall notify the local DOT Residency Office when work is to begin or cease for any undetermined length of time. DOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, on employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and salutation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed DOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a DOT representative prior to placement and fill. Where CBI testing is required, a DOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by DOT and that testing shall be performed in accordance with all applicable DOT standards and procedures. V14. All roadway fill, base, surged material, and backfield in utility sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by ASTHMA 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 LID 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. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking, stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete. pavements shall be placed. in accordance with Section 315 of the VDOT Road and. Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity g pp unity 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. V25. A preconstruction conference shall be held by the engineer and/or developer with the attendance of the contractor, various County agencies and VDOT prior to initiation of work. Z ' LZiI O Z Z O O AMENDED PROFFER STA71EA0 NT 0,� d. FORMYKiDS, LLC U REZONING U Z W Tax Parcel No. 55-A-80, 55-A-81 nil C) Stonewall Magisterial District, Frederick County, Virginia Q Q Preii#WnaNfatters Pursuant to Section 15.2-2296, er seq., of the Code of Virginia,1950, as amended, and the provisions to of the Frederick County Zoning Ordinance wilhrreSpect to conditional zoning, the undersigned C) O applicant hereby proffers that in the event the;Bo'ard of Supirrvisors of Frederick County, Virginia, \ (- shall approve Rezoning Application No. 1140 for lbrezoning of 2:020 acres from RA, Rural .- p Agriculture, to B2, Business General District, developtmeat of the subject property shall be done in conformity with the terms and conditions set nrth hercri, except to the extent that such terms and 00 conditions may be subsequently amended or revased by the applicant and such be approved by the O Frederick County Board of Supervisors in accordance *ith the said Code and Zoning Ordinance. N Z In the event that such rezoning is not gramed,ttien these proffers shall be deemed withdrawn and have no effect whatsoever. These proffers.shall'be binding upon this applicant and its legal successors and assivis. The subject propeny, more particularly described as theiand owned by FORMYKIDS, LLC being Tax Map Parcel No. 55-A-80, 55-A-81, and further described by boundary and topographic survey of the land of FORMYKIDS, LLC„ drawn by Anderson and Associates, Inc., dated the 10'° day of March, 2003, filed with the application for Rezoning and by this reference made a part hereof as if set out in full. W A. Land Consolidation The applicant hereby proffers that the lots shall be consolidated into one tract of land Z containing 2,020 acres. B. Land Use Restriction Z _O The applicant hereby proffers that the following land uses shall be prohibited on any portion of the subject site that is zoned B2, Business General District: V SIC 5541 Gasoline Service Stations D SIC 7999 Golf driving ranges and minizture golf courses SiC 7999 Commercial batting cages '^ (No SIC) Adult Care Residences and Assisted Living V i (No SIC) Adult retail uses Z SIC 054 Food Stores SIC 058 Restaurants U SIC 701 Hotels and Motels H SIC 704 Organization Hotels and Lodging SIC 7542 Car Washes SIC 8351 Child day-care facilities SIC 5199 Advertising specialties. - wholesale (No SIC) Commercial sport and recreation clubs C. Transportation F` I. Access Z The applicant hereby proffers that access to Berryville Pipe (U.S. Route 7) shall be Iimited to one commercial entrance, The applicant further proffers that the location of the entrance shall be with the approval of the Virginia Department of Transportation. The design and cartstrnution of the new commercial entrance shall l be provided in conjunction with ilie"a' ved site tan for the 2.020 acre tract. Z I p I Ppro F O (n « if the footprint of the main stricture exceeds 25,000 square feet, then the applicant will be required and does agree,that a traffic impact analysis will be performed and J i.l.i any necessary improvements warranted by said study and required by VDOT shall = Q Z be made. . < (n ^^ or a use other than 0 0 l In addition to the above, in the Gwent that the property is utilized f (7 a Major Group 55 (SIC). then the applicant agrees that a traffic impact analysis will U be performed and any necessary improvements warranted by said study and required by VDOT shall be made. < Q > Y D. Site Development W I. Berm I Knoll = W � a The applicant hereby proffers to construct a berm or knoll parallel to Route 7 so that W except for the entrance way, there will be the berm, or knoll of at least 3 feet in height W p� to act as a visual buffer from traffic proceedingalong Route ? in an easterly direction. Lill. In addition, a decorative board -on -board fence; not to exceed ten (10) feet in height, 0 shall be constructed an the other portions d'f1be property which borders on existing RA zoned land. No chain, link. fl tucirig will be used which will be visible from outside the premises- 2. Sigtage The applicant hereby proffers to erect one monument signs, not exceeding ten (10) a feet in width or fifteen (15) feet in height and which structure shall be constructed of stone, brick, wood and steel with sign facing as required by the franchisor. The appropriate design of the sign shall indicate the businelkses located in tot subject i property and which sign snail be as set forth on the site plan to be submitted to a N 10 E j Frederick County- A sign plan will be submitted to the Frederick County Building Or U official forrevi-.w and approval prior toany use ofthe rxi,.Iingfrcrmndingbusinc.%,.s C N 1 3 sign. V N N N tD c0 L 3. The applicant proffers that it will clear the stream bed known as "Ash Hollow Run" v .c C of debris and will agree to maintain the creek bed located or. the property so that theLLJ (5 0 j 'p stream will be visibly pleasing with.4 grass embankment from the berm/knoll to be +' - It d Q. constructed down to the taater's edge and a grass embankment between the stream J > �U) v (0) and the property of Virginia Department of Transportation (Route 7 Right of Way). L V 4. Public Water and Wastewater to 4) E o UJ N U The applicant hereby proffers that it will only utilize public water and will not v p construct private septic systems to serve the property, but rather will only use public .- E wastewater facilities as its wastewater management. Z LJ ]E. Buffer and Screening The applicant herehy pnoffem to mairitain ornamental trees orbushes along the berm or knoll which parallcds Route 7. The design and plantingof the ornamental trees or bushes shall be a provided in conjunction with the approved site plan for the 2.020 acre site. In addition, the applicant shall plant five percent (5 rb) more ornamentals along the hem or knoll as may he required by the County of Frederick's classification set forth in the Zoning Ordinance. � U) Z(h F. Monetary Contribution to OftW Impact of Development J W Lit The undersigned owner of the above described property hereby voluntarily proffers that in (n Z the event Rezoning Application No..11-03 is approved, the undersigned will pay to the Z � Treasurer of Frederick County, Virginia, the following amount.: 0 III W U The sum of S500.00 to the Treasurer of Frederick County to be redistributed by Frederick County for capital facilities costs of fire and rescue services. ��.tirH OF This payment is intended to offset the additional cost to Frederick County due to an increased demand on public services and will be G� paid within ninety (90) days following the approval of the rezoning s by the Board of Supervisors. u G, P MM FORMYKIDS, LLC No. 18260 BY: H (SEAL) Orl> 1ti la n oss. Manager �S. IONAI, SURVEY: PL-PLC 1 DRAWN BY- PL-PLC JOB NO.: 0502017 SCALE: DATE: 1 "=20.0' 10/11 /05 SHEET: 2/12 FATim\DRAMNGS\SrTE (01-28-06)\Shenandoallorda- SMpWn-Rev.dwg EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All work shall be done in accordance with the current edition of the Virginia Erosion and Sediment Control Handbook and the standards and specifications of the County of Frederick, Virginia. 2. A Frederick County Grading Permit and permit fee are required for this project. A pre -construction meeting with the local program administrator is required prior to commencement of construction of this project. 3. The local program administrator shall be given a one (1) week notice prior to the pre -construction conference, the commencement of any land disturbing activity, and to the final inspection. 4. The contractor is responsible for the installation of any additional erosion control measures as may be deemed necessary by the local program administrator. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The development of this project consists of the construction of an ATV sales office, parking facilities, roadways, site grading, water and sanitary sewer mains and service laterals, and storm sewer. 2. Existing Conditions: The property delineated on this plan is located at the intersection of U.S. Route 7 and VA. Rte. 656 (Greenwood Road), Frederick County, Virginia. 3. Adjacent Areas: The site is bounded on the northeast by Route 7 right-of-way, to the southeast and southwest by Grace Brethren Church, and to the northwest by single-family residence. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. 41E: Welkert Berks: (15%-65% slopes). Silt Loam, Class Vile Soils, K=0.28 5. Critical Areas: The stream bed of Ash Hollow Run and surrounding Riparian Buffer. 6. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of U.S. Route 7. 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 mulchin g 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 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, the silt traps, or a combination of such measures, as indicated on the plans. f. The proposed on -site storm water conveyance system shall be installed to properly drain this site and direct to Ash Hollow Run. This channel shall be maintained at all times. No silt deposition or clogging of this channel shall be permitted. g. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: PHASE 1: 1. Site Preparation: Hand dig test pits over existing utilities to determine their depth and actual locations. - Phase I Controls: 2. Installation of Erosion and Sediment Control Measures: a. Installation of protective screening around the existing utilities and along the adjacent curbing along the existing roadways. b. Construction of the construction entrance. c. Installation of the silt fence along the perimeter property lines, as indicated on the plans. d. Installation of the rock check dam along Hoge Run. PHASE II: 3. Site Construction Sequencing: a. Stripping and removal of the topsoil to its full depth, as needed. The topsoil shall be removed from the site installation of entrance culvert. b. Rough grading of site. c. Building construction. d. Installation of the proposed utilities. - Phase 11 Controls. e. Installation of the inlet and outlet protection. f. Curb and gutter installation. g. Final Grading of site. h. Stabilization of all lawn and slope areas. i. Installation of base and subbase materials. j. Restoration and stabilization of unpaved areas. k. Final paving. I. Remove erosion and sediment controls, as approved by the inspector. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of 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 in the silt traps, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. The sediment trap shall be checked regularly for deposited sediment. If sediment is trapped or if there is excessive buildup of sediment in the bottom of the traps then the traps shall be cleaned carefully so as not to release the trapped sediment downstream and disposed properly off -site. d. 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 by 70'I 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 existing stone as conditions demand and repair and/or cleanout 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 area as a first measure of construction. 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 block and grovel 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 will be installed as culvert inlet protection at the upstream ends of culverts. Silt fences shall be inspected after each rainfall and at least doily 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. 3.09 Temporary diversion dikes will be installed along the southern limits of the proposed soil borrow area around the downstream perimeter of the work area. The dikes will be constructed with on -site materials and will be seeded with the temporary seeding mix immediately after installation. The dikes shall be inspected after each rain storm and repairs made to the dike, flow channel, or outlet as necessary. 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 3.18 Outlet protection will be provided at the outside of all permanent storm sewer pipes. The stone protection will be installed in accordance with the specifications and details on the plans. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6". Topsoil shall not be placed while it) a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction 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/oc 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/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 o„ 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 tc-Is per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib./ac 97 85 Red clover 8 Ib./oc 95 65 Ladino clover 8 Ib./ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 lb./GC 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/ac 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 overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise approved by the engineer and the county.pi 3.38 Install fencing around trees designated to be preserved. Use safety fence, silt fence or snow fence. Reinstall fallen or damaged fencing prior to the end of each work day as necessary. A A �La n % -•► SEC11ON A -A FILTER CLOTH OMMAL OROUHD ELEV. DMCMM OF FLOW 67 CU. Yl /I ACRE O1RECflOH OF FLOW AREA 2 DMCT(OH OF FLOW I ' 67 CU. YD. /I ACRE ' (D(CAVATED) •6 AREA, 1 �FiLTER CLOIH LLAW ELP AGGREGATER I RIP -RAP "COMM AGGREGATE SHALL BE VOOT #1 #M7, OR f5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL LENGTH (IN FT.)= 6 X DRAINAGE AREA (IN AC.) OUTLET (PERSPECTIVE VIEW, GRAVEL FILTER* RUNOFF WA SEDIMENT CONCRETE GUTTER iI 12" r.,,,. MaMwV ✓ r�rr r.... r�rrw. `o �7•�_ b ,% . - WIRE MESH FILTERED WATER I �II�`` ..,.:�. a;• .A lily 12 CURB INLET SPECIFIC APPLICATION THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VIDOT #3, #357 OR 5 COARSE AGGREGATE. GRAVEL CURB INLET SEDIMENT FILTER NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07 'IPE OUTLET TO FLAT kREA WITH NO DEFINED :HANNEL !�.• • . • t_ 3do (MIN.) 'IPE OUTLET TO WELL ►EFINED CHANNEL _ I I III! d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. PIPE OUTLET CONDITIONS EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT I i Ipoll III p I�ovv 1 u lei it iu'�;��j/ ��lo�l� III II lopI��✓II1longN''' I' I to oil � III' " • SIL .F'E`NCE .DR OP INLE T ]'.I-101 ` ,"C TION z x 4' VaaD FRAME 3' mm. DROP INLET WITH CRATE FRAME •Z r _ iiii GATHER �..�� EXCESS f AT CORNERS •------�,,,,. �----�---.,�-. ..o'er, PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION IAI � Q r bill DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DMAJINS A RELATIVELY FIAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHE f OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL. NOT APPLY TO INLETS RECEIVING CONCI-N RATED FLAWS, SUCH AS IN STREET OR HIGHWAY MEDIANS, SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) SUPPLY WATER TO WASH WHEELS IF NECESSARY. 1 TEMPORARY DIVERSION DIKE VDBAGS, STRAW BALES ER APPROVED METHODS VNELIZE RUNOFF TO BASIN PONDING HT. PONDING HT. Q STEEL OR WIRE & FILTER FABRIC ® O �` IV WOOD POST ATTACH SECURELY < 36" HIGH, MAX TO UPSTREAM O `l FLOW FLOW SIDE OF POST. rK RUNOFF RUNOFF �--- a I . •aD hC%� 0 g" MAX. W (RECOMMENDED) > oO�r STORAGE HT. :.°.. Q2"-3" _ A A COURSE !�� } fl WASHRACKS AGGREGATE (-8" MIN. 6" THICK iv O p*, sno00 12" MIN.I i I I �'� •lI t I 12" IN.,)II -sI I OI-L° °x 6" TRENCHWITH COMPACTEDCyr � 11 Ill BACKFILL II IIIV l Z DIVERSION RIDGE F- STANDARD DETAIL ALTERNATE DETAIL X 70' MIN. TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL LL1 PLAN NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE 1. THE ENTRANCE SHALL BE MAINTAINED IN A STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. CONDITION THAT WILL PREVENT TRACKING OR NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- 2. REMOVED SEDIMENT SHALL BE DEPOSITED OF -WAY. THIS MAY REQUIRE TOP DRESSING, 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. TO AND/OR COF ANY MEASURES SEDIMENT OFF -SITE AND CAN BE PERMANENTLY USED TO TRAP SEDDIMIMNOUT ENT. STABILIZED. SOIL. 7. BACKFILL AND COMPACT THE EXCAVATED 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. SILT FENCE SHALL BE PLACED ON SLOPE GRAVEL CONTOURS MAXIMIZE FOLDING EFFICIENCY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE SILT FENCE DETAIL WITH WIRE SUPPORT TH AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION THAT DRAINS INTO AN APPROVED SEDIMENT TRAP ENT BASIN. NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 44. INSTAOR LIL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT L;_i J I- F- 1- 0 w O D- CL IM N0�� {.ice ~Z J oQ Z W Z Q W Z O d Z 0 X W Q Z Q d Z � � > 0 }}w W W F- =Q=Z 0 0 p� Q V W U W W p ■ J ■ 0 0 c0 h O U u7 CnL_ -1., N (n N I I 3 � v N CV N O i c0 � (D a 'i< C: W Q) A-'�o� (n > d O v Lo i +� 0 V) W y O N W -O E O `nIIIIIM C_ m .a ZLd Q 0. 0 Z Z La J D LJ Z (n O IZ TH OF PAIR a o. 18260 �;b a�'re)r4k. G N�SSIONAI, SURVEY: C.I.: PL-PLC 1' DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: 1 "=20.0' 10/11 /05 SHEET- 3/12 F:\T'm\DRAWINGS\51TE(01-28-06)\ShenandoaHada-3~oss\9Replan-Rev.dwy A PROP. EW-7 66"0 INV. OUT=599.38 30"0 INV. OUT=602.38 MH-1 oBPROP. TOP = 608.90 15"0 INV. IN=603.85 18"0 INV. IN=603.60 30"0 INV. IN=602.70 30"0 INV. OUT=602.60 B1 PROP. DI-213, L=6' TOP = 610.00 15"0 INV. OUT=605.00 PROP. DI-213, L=6' TOP = 609.00 18"0 INV. IN=603.80 18"0 INV. OUT=603.80 PROP. DI-313, L=10' TOP = 608.20 15"0 INV. IN=604.35 18"0 INV. OUT=604.20 C PROP. MH-1 TOP = 609.80 12"0 INV. IN=605.00 30"0 INV. IN=603.60 30"0 INV. OUT=603.50 QPROP. DI-2E, L=6' TOP = 610.00 30"0 INV. IN=604.10 30"0 INV. OUT=604.00 OPROP. CONC. WEIR INLE TOP = 611.00 8' WEIR ELEV.=610.00 12"0 INV. IN=606.50 30"0 INV. OUT=605.00 it n 3 0 c USE SHALLOW DEPTH GAURDRAIL ATTACHMENT ----- - - - - - - ----------- ---------- VDOT STANDARD R6-1 -------------- ONE WAY -SIGN---_ ' OVER CULVERTS -- - - - - _ _ _0.Slope ChidedX" ' On 50� ` - - - - - - - _ - - _ _ -VDOT STD EW-7 ENDWALL AT INLET (SEE DETAIL SHEET Flange Bolt of ------- NORTHERN PIPE: INV. IN=600.00; INV. Q111�99.�8' --� - CONNECT PROPOSED Fire Hydrant 8x 10 WET TAP / / � �pTP7 7,17 iN��"DU, 7nV• OUT=599.38 GAURDRAIL, VDOT STD. R = - - - - - - - - - - 120 TONS OF GROUTED RIPRAP REQ'D AT OUTFALL GR-8 TO EXISTING lev. = 608.73' TO EXISTING 10" SIGHT DISTANCE = 585 FEET � ---.....___,._,...__ --'---•-----...-,.... WATER MAIN ,, ' / GUARDRAIL SHALL vA ROUTE ?' EAST BOUND LANES ' BE PERFORMED SPEED L[AffT 45 Vpff i ---.._..-,,. BY FCSA PERSONNEL •�� - " .- LEAVE EXISTING GUARDRAIL , � � , 42 X 28 CUP -�- - -_- -- - - - IN PLACE, CONNECT TO PROPOSED I I i i Inv. In = 601.75' --W-----W-----W------._.__...._._ - --------------------- ---_.FASTING GUARDRAIL -______ -------Tl3-B�AaUJ7��-----f/----------- ------ ------ AT LOCATION SHOWN lnv. = 601.18' EXISTING UGTV EXISTING UGG ^t ----1-I`--------------- -- _-�--------------------r� Out-------- _ _ _ T - -- GUTTER ��-�..._ __------------ _ EXISTING UGT y -- -- ASITION , f��' % _---"=----------f-------------------- ��..1_ - - - - - - - - PWAY___ ...... ---- -- M _ EXISTING RIGHT -OF _.._.._.._. f G RIGHT-OF-WAY „A'38'di8'$' 1 A6.BT' GUARDRAILS / - _ __ _ _ - --•-- - �� _ '$ �8.68'- - Srl9"'9.q'91$' 66 - -. _. f.. O.T_.STP SIG B t� 1-� - � - _...� ............................... _ _. _.._.._ ._.._. _ - - ._.._.._.._ ._.._.._.._.._ ._. _.._.._.._. _ _.. _.. _ . _ _ _ _ _ - - _ - _ - _ _ - --------- x----------------- x-------- h 30 STOP SIGN ; ,' STREAM BUFFER .Ash Hallow Run ' _ _ / RESTORATION AREA _ 1 / _. .. E _.._ - - .�.._.._..; VDOT STD. GR-9 \\ GUARDRAIL TERMINAL ,j 1 STREAM BUFFER INSTALL NEW LL, � - 1 • � � , 00 00 N RESTORATION AREA GUARDRAIL VDOT 3 ® ( ) �`GUARDRAIL TERMINOUS__ PROP. 40.56'-30 0 RCP TREATMENT STD GR-8 ALONG 2 EX STORM WITH FLARED END CL. III ®0.54% Sloe tD ALLAN BLOCK RETAINING TAPER AND PIPES (T.B.R.) I - ---- 36.0II - p 0 1Y2 o WYE WITH 2 0o z TREATMENT - -i N WALL OR APPROVED OVER BRIDGE I Q - - 44.00 - -- INSTALL OUTLET ALLAN BLOCK f ETAIP ING 1 A BALL VALVES & RDWY EQUAL - DETAILED N-- I I 9--T--1 PIPE THROUGH END WALL OR APPROVED 1' (2) 1Y2" O-45- BOXES WITH 1 JOINT OF DESIGN BY OTHERS GUARDRAIL TERMINOUS °} W GUTTER o ;^_T WALL EQUAAL - DETAILED RESTRAINED BEND �- I UPROP. HEAVY (m'�.; OUTDOOR 1Y2 O PIPE & CAP WITH FLARED END � TRANSITION I I _ _ - PAVEMENT _. - MA . BY OTHERS DISPLAY `. MAX. HEIGHT - 3 p� INV. OUT=602.38 i DES DO NOT UPI / TREATMENT- --- _ SECTION j + V�OT STANDARD GUTTER _ AREA 1 r 1 TRA HEIGHT 3 ATV AND -10eT- RCYCLE_ PROP. 67.12 -18 0 RCP, ENTER 51 `S _. _ 0.1SITIQN- _ hAONUOtNT SIGN - -----.DISPLAY AREA - -CL. III 0 0.6 % Sti -- i 1 131.35'- - -___ �I _ _- _ . - 7'-7"L x 1'-6" W x 13'-1 11„ H oHHUP. 56.03 -15 0 RCP C'G� � SEE DETAILS 3 KU 40 26 -18 0 RCP CG-6 PROP. 1-1 2 fe SANITARY ' B =CL 111 ®2.D e Slope ¢' {; R do 20.�1' I - I �, SEWERC MAIN 2) 8 �-45' 1 - - - - � ------- - ---- - - . RESTRAINED -6R �-------G � I , ' 44.42' z 40.00'-- j -y-- PROP. 60.44 -18 RCP,-1o.os $ 8 ------ - 1 T - PR-QP -HEAVY CL. III ® 1.003 Sloe q1 I ! I PAVEMENT „ o N '1 TRUCK 8 x8 x8 TEE RESTRAINED FIRE HYDRANT 9.U0' ,�0," --- R1 g, ' s,\ J o SECTION �, R4 SSIEM$LY (TyP ) qq� I o I LOADING AREA 8„x6" REDUCER G'69�"'` \ .� I " a7I� I I °'' G �' UTTEa f 1Y2 > 45'-� R1 I+ w RESTRAINED `z ° 1) 8; G.V. & Box o, S ! 5 RASITI N = - i,6 ��I PROP. LIGHT PAYMENT 1 I I RETAINIG WALL (1) 6 G. V. & Box �� Q f -16.00 �-- �,, �" �o- m ' END \ SECTION IN PA K%IG TRUCK `� i _ N 'N VD0 R6-1 ! , l . N O F- I I TO SERVE BUILDING - f i G 6 i I w STALLS ONLY LOADING AREA - 4�4.98 . ------ � / ONE AY � k ; I � T '1--'r SPRINKLER SYSTEM o ;;, l• _ - - z (TYP.) 1 - -- -- - -- - - --137.100,_ SIAMESE CONNECTION - --� 10 ��� 5' CONIC. WALK _� I -g.�_ w . - i --- -J 52.64' 10' 52.64' 1 -4 5 _ _ - - - - - -� - - - - l- �` °j �� I 1Y2 BALL VALVE & 1 J - - - - ---__ - ------AT- ERI I RESTRAINED - - - 220.00' ,f U t co � i -_ _ - - - PROP. 1 W� m co I I � -� �.` r"._.._ ,. RDWY BOX W/(1) JT -(N N iv o T o BEND =- - PIPE & CAP Gracer I �' I --- SERVICE LATERAL Brethren Church >y p LIMITS OF - D.B. 310 Pg. 10 ' (MEZZANINE II & 1" METER ASSY. I pddl" 0 oiQ0 I \ ?p a, �nloTax # 55-A-79 .b oo J_ ' " Zoned RA � Current Use: Church o Q ', 1 Ronald E. & Alice M. Dehaven Ln ;1 I o i I i i o W.B. 84 Pg. 118 I 1 o m _. a Z co U o 8"x6' ' ����� Tax # 55-A-82 1 I I o k" - �� / I 12" PVC STORM PIPE ( v J a REDO I _ ; c° t' Zoned RA 1 CONTRACTOR SHALL PLACE GUTTER o o o- 1 Current Use: Residential '� J ' �� ' ILL, II IN FIELD AT A SLOPE NO ( TRANSITION inr m �� o'i �. , ' ��' 1 %- - N- -- CONNECT TO ROOF LIMITS OF 1 - -�� � - I�_- � � -GUTTER GREATER THA` _ <.�'-,- � Ii j�•� � 1 w I o v TRA5ITION MEZZANINE $.' _; �$ 1� i ' do . " 30.40' DRAINS AND ROUTED TO STORM SEWER HYD .27 cv l / I I o -- - - 80.00 --- ---- 9.82 - - 80.00, - - - - - C�� ASSEMBLY ""� G 1 4 m 1 I -- - - - - - --- - --- - -- _ l G _ .-_ PROP. HEAVY N 28.32 1 Z 1 I �.__1 PROP. HEAVY PROP. 112 -12 PVC OFFS - © PAVEMENT i -- "21.95 oI I o _ ___._ __._ -�--- .PROP.. 32.06 -30 0 RCP, PAVEMENT CL. III ® 1.25% Slope -.; _ 355ECTlON� .,.�_ . - - ,I i - _ of 39.32'- I -I- -------- -_�-- _-- -- _ - - ^ 89 14 - '" 3.50 _ PROP. 195'-12" PVC ROOF DRAIN M _.- / RESTRAINED �_ _ ___ CL. III ®1.44% Slope1•�•07''� BEND ' _ - 6' BOARD ON BOARD FENCE o------ LO 0 6' BOARf3 X�PI--$DANK D_ F NCE . __________________ o o ALLAN BLOCK RETAINING X------------------ X------------------ cD cD X------------------ X _________-__--_ _ II II WALL OR APPROVED X------------ EQUAL - DETAILED X- ---------------- X------------------ x-_-------- DESIGN BY OTHERS ----- X------------------ X ----------------- X------------------ X------------------X MAX. HEIGHT - 12' Grace Brethren Church X------------------ X------------------ X ------------------ Tax # 55-A-79 Zoned RA Current Use: Church ---------------------------- LINE BEARING DISTANCE L1 S 64°39'34" E 6.9306' CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C 1 3844.7200' 217.0731 ' 217.0443' S 61 °46'29" E 03` 14'06" 20 0 20 Scale 1 " - 20 ft w J fL U w 0 m 0_ ! Q- FO-� 10-I m m Co (O (p cp '0-0- C\O f O O\ Ln Q N -0 H V) Q Q 0 Z 0 _Z 0 > w _ QWp0 p��U LLJ J W Z Q W Q � Y = FE W � W U J a E N rn � rn N I , n I .� 3 N N cD N cLD D O 3 ^ W a) Q' 0O d 0 0 cZ J �� �L � 7 � + O (n co a) o s 'E O W o -V- a� o �L° E Zw Pt,TH OF G j 0 U TWI. PAINTER 9 . 18260 o /o 4/0 ` �1w �S�IONAL SURVEY: PL-PLC 1' 60 DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: 1 "=20.0' 10/11 /05 SHEET: 4/ 12 i i EROSION & SEDIMENT CONTROL KEY i i 48" CMP m m m 3.02 TEMPORARY STONE CONSTRUCTION (;E o rpommo(oaCA° ENTRANCE 3.05 SILT FENCE $F X X X X 3.07 INLET PROTECTION IP 'f,' %,,' _;•; 3.09 TEMPORARY DIVERSION DD --0 0 DIKE 3.13 TEMPORARY Fe - SEDIMENT TRAP roufflCU-1 3.18 OUTLET PROTECTION (E) 3.30 TOPSOILING -- To 3.32 PERMANENT SEEDING pg -- 3.35 MULCHING - u - 1 Inv In = 606. 64' Inv. Out = 60,3 31 ' 1 1 1 1 619----------- I oi i I I 618---•---------------------- Fes- Z _- ------------- ----____ ____ ; O 616 61j _ �,� -- _-"__1_1_^ _ _ _` \ ,`------------- - ---•-- U0 ►c : q- - _- __ - ~- - - - _ /I --------------'I /,' ,'; ,' / __ - i� �= ` \; \t`\�\\ _ _ - _ _ O U U () _ _ I i l j JII rJ I' e i i J'!'~--+ --i;.. , \\t\\ \tt\\ \ �\\\ �\___-_-^----------- --- l>11 O Q / ram'-t�1 - t \ \ \4_-_ 613_ ^` ---_------- _ ` �'` �,.. `- - ``.,i I /r � I! 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NO REVISIONS OR ALTERATIONS ARE HEREBY PROPOSED. ii 1 1 PROP. GRADE 2x4 TOP RA 1x6 BOARD, FRONT do Bj TOE NAIL Ej W/2-8d(EA. 2x4 MID RA 8'-4x4 POS 2x4 BOT. R� ATTACH RAI W/3-10d(D 12" DIA. PO FILL W/CONi 9. 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 I1 I ..- - NOT TO SCALE -•• ii i ii —_i``i i.-� ~ i i~i i i-- -`- ..._ �. -. -_ - �. - ..._. _.._ - �. - _ ...... -' -` '`�„_,,,, -- t I I �r •► — ` r 11 __ _.._- _...._,_. .... — — — — — — ter.. — ram. R-------- 585 FEET ROUTE 7' EAST I I I t , ~ ~ 04 ____------ -. 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COMMON NAME SPACING/SAUCER AR Acer rubrum 2"cal. mulch 7 RED MAPLE B&B CF Cornus florida 2" cal. mulch 24 FLOWERING DOGWOOD B&B NS Nyssa sylvatica 2" cal. mulch 5 BLACK GUM B&B QR Quercus rubra 2"cal. mulch 8 RED OAK B&B TC Tsuga canadensis 4' ht. mulch 29 HEMLOCK B&B TM Toxus x media 'Densiformis' 3 Gal. Cont. mulch 105 DENSIFORMIS YEW 3' spacing B&B (1) CF • CF I ' _- - -- -- X X x ---_ x ----------- X--•---__•_••__ X X X X —' x - X 20 0 20 Scale 1" = 20 ft .E Z 00 '-. MEN aZ J n. 0- U 0 I 6 i i U �+ " '� (D o h � co(0 Lo �, .0i N fV N vs` c W�' >) L ..1 � U � C 4F 'E (n w 0 U W� Q�_ c 0 o .3 W � Z W t�i W/d No. 18260 SSIONAL SURVEY: C.I.: PL-PLC 1' DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: 1 "=20.0` 10/11 /05 SHEET: 6/12 F:1Tim\DRAMNGS\S1TE (01-28-06)\RxnandoaHwda-JdwA s..\SdvvWa P 4-9 OPROP. EW-7 (MODIFIED) 66"0 INV. OUT=599.38 30"0 INV. OUT=602.38 PROP. MH (rJBD-\ TOP = 608.8.90 15"0 INV. IN=603.85 18.'0 INV. IN=603.60 30"0 INV. IN=602.70 30"0 INV. OUT=602.60 B1 PROP. DI-2B, L=6' TOP = 610.00 15"0 INV. OUT= 605.00 PROP. DI-2B, L=6' TOP = 609.00 18"0 INV. IN=603.80 18"0 INV. OUT=603.80 PROP. DI-3B, L=10' TOP = 608.20 18"0 INV. OUT= 604.20 C PROP. MH-1 TOP = 609.80 12"0 INV. I N = 605.00 30"0 INV. IN=603.60 30"0 INV. OUT=603.50 STORM SEWER PLAN F-K SCALES: (H) 1" =50.0' ©PROP. MH-1 TOP = 609.80 12"0 INV. IN=605.00 30"0 INV. IN=603.60 30"0 INV. OUT=603.50 IQPROP. DI-2E, L=6' TOP = 610.00 30"0 INV. IN=604.10 30"0 INV. OUT=604.00 PROP. CONC. WEIR INLET E TOP = 611.00 8' WEIR ELEV.=610.00 12"0 INV. IN=606.50 30"0 INV. OUT= 605.00 -.. `; = _,•,. 1 `---"'-- .•"-'' ./' � ; /,� ,, � 7 ; ; ,J ; �J'J'; 11 � ; 1 � 1 , _ --------- , I i + � � � 4, `` , t t t , ~ ylll �^•` l l fl I I /' �` ~_•''�� _�` `-.._�� , / J / / J J J J ! 1 , /, I+ i t„ 1 I I t j l i 1 ' l l 111 t `, `, ~ / I l f , 1 i l 1 , r•�!-_` ,/ ,� ,/ /JJJ -'�N-c--.=_ '•^ `-----------"-'" , /r, / JJJ /1//�//✓l/11„Illll / / J ,./� J J r l J l/ r J, 1 1 1 1 , „ \ /,I111II 11,1 fl„I,I1\,\\� � \ :Y! 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II ® 0.60% SLOPE COM TED FILL _ 595 4 -FULLY PRIOR TO INS ALLATION1 DF 595 Zo J - ---- - m o _ - - - - --- - J -'-- - � m --- - _ - - J -- - m - in -- - - - .. to 00 IN N I� rs t0 M tU Es (D o (O �Qo woo? o Q� az0 000Z0 oil Z r7 11 Z - rn I Z .- I� Z Z oae coal_ �� p, r�j�61e F _ .- n -F .- 10+00 11 +00 12+00 i F:\Tim\DRAWTNGStSnE(01-28-06)\Shenan6oaHorda-3dnRoss\R"Ian-Rev4%g STORM SEWER PLAN F-A I l.�tl l 1 ,1\\�`.�; \�` �I�II rj I rr ,! ! 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'1....1 , / J J / � ,,, / - __ .. -- t ;,Ilt;� I f y'P. �.:� {t. 1• ; l -�_, .�- �'�'1- 1 / 'J r ill /J �'� � / � "_- _ - 50 0 50 Scale 1 " - 50 ft 150 STORM SEWER PROFILE A-E NOW �111MIMMON■ WON • IWME111MIM_ • 1 MM101001MINNIEMM III ��I!I�II��/ilk J�IA I;I_®III!'..■�■ . 1 1 . � II��-■ . I ! I11010MIN■ � 1�MIlO■ t... • Iwo=. •_ ,..•• _ .••I �• NO •'•� �7 7•' __ 19,' __1 . ! 11 Ii Ii NOTE: DETAILS FOR DI-213 AND DI-2E ARE LOCATED ON SHEET 11 /12. STORM SEWER PLAN ENDWALLS 50 0 50 Scale 1 " = 50 ft 150 STORM SEWER PROFILE ENDWALLS ����MWINM AlmANN mom __ .� -_-■WE _ - mom • -_ • ME 1 ,-_. 1 awam -_ no Alm DOW ME ME . 1 i i® ME ANN • ��ARM• MMIMMOMMISM 110 r n MINN • • H HMWE • MAIM M. ANN ,.�_• _ mom., i mom= 11IMM,IELAIM Q •alt•AI• all to AFKimum or wtx • Aft .C=1 �� " r■a a� ,■•.►.� mom ttla•I AR to nwtar< w A•awT atnAam 0" •.al Now= 0°10R aa�ssiwawll°rltnw tO :A•A•[I o wrwu®o al•U•• CGMatt oAvrwm am 3 CtaIBl11. 10 t Aam +all LIM Aaatal/L FW W Odat uft w wtrtuu wr st=aaaas a AtA7a• oatoLls •aar. • / a•aa AR m• tl• tttaol wa/O as •toRr to V�Afflo CAM) ••• wav vo roar fa a" r l ALL Canal[ A "1 0" Al C111C•A�•WO• ��•�, A00alM•L •M !/A/ON• Ft �•A•fl• s•TtT 1 aF s _ MANHKE FOR IY - 4e PIPE CMYERTS 111MM isAREW OF WANWOMIM sot 1ts•l •ar T• sou[ At/■ON .lair '°�� � fla'!w'°' -r-,r :R,rcAo�l a-Z /7-&*= OFF ME"X c - 7"i�•9AaS 9 •� F 7 r; F ttntr D FACE OF CM •IrTme _CRACK jow-r-� •• WK r t■t. tAl� AAA 10• MAX Ko ta' MAX A A B � � - -tar• -ar -VA NA■E - UAL xor SARS a- H' oiE &Awn earrTrre � trsw}N M -�•- A t aa•- - Q4LYAt® • oKww s t s/Tw ,EAtI /aaInDED THE A t10tE OCTAL 911411. E USED WTH OO-S • OP-? 9TJ•CMIOL WONIaEMRaAT 714E • NOSE OCTALj �Of" !E USED t•TH O•-Y TIAMAM TWE A TYPE 9 r c-c dP i�`A ���• '�'� � rrnas r yy��pp���� C' PAVO.IIT 01-•a9 at x RM UK N SAGS 911•ET■c4t. FnR t19E a atlAses 9otM ••E• TO • STANDARD CM DROP T If-3r PIPE: MAX. DEPTH (H)8'NOT TO So" ® • i " PROnLE •• O •wim Moat ad ba" �l►7�•!/;_4107 •�:�Ir:�,V �rli��•R:1•� U M Mimi � r�✓1♦.71i�►1rL-.ifur AV C•Z• •I • J ill �0_1 W Z 0 O W w J Q Z 0 � Z 0 y) w W W r _j z Q 0 p �U Z ZV td.t = w I.I.i W O ■ 6 J CL E r c U Lo 11� N N 04 cq a) �� E ulai �1 0 0 'a �- 0>vr� "tD_ a� ` _c -w U c o to 0 0 E O Lu a c 'v 1"'ft■ 3 Ff L, E 00 Z �La �W 0 � ZZ 0Z yTH of IN i ' PANDER W� a � s2so 16 '8114b G �`_IONAL SURVEY: PL-PLC 1' DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: 1 "=20.0' 10/11 /05 SHEET: 7/1 / 1 I.:••::' • •l.'''•'''�sa . 4Z/ irili�npll�iilii'I'I I' \ I•.Tr".:.:.:.r ....... 1.. ..Y•.'.::::'!-.:::::'..'.a. ..II ! Ir IIII } 11 IIq 11 I { 1 } \ ...r.. F Ir / IItIII11IIy l I I ! 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I I y...;.'.t.t.•. ! � vlrrl� ll1 r ± r� i r / I '.:••I':. I 1 I i 1 i I�I �tt1 I •: :�.,:: �� �d; � � I .•.. ..I''''jv.• r.}. �_ fi-rNrrrt r/ .11.'. / 50 0 50 Scale 1 " = 50 ft 150 WATERMAIN PROFILE SCALES: (H) 1" =50.0' - N------- ----- (V) 1" = 5.0 — -- --- - 615 _ - -- - 615 610 ----- 10 — — ---- — 01 MIN.---- ----� -- ----- COVER _ .1, 605 — — — — — — 605 P \1 F 0 i f CEMAI PR• OSED - -- - 30" STORM 18" - --- 18" - -- 6OO -------- 4' MIN. MIN. --- --- 600 ----- -- COVER 595 PROPOSED 8" DI LASS 52 -- --WATER- MAtlit__-_— - -- 590 __ _ J W LL ILL 11 cc - _-_ - ---- - --- - ----- --- _. _ -- — -- -- - --J M ----- -- Lij - j L -- - .. in -------- - l` m w x — o a,F- z W V) V) _ o - 0 N -- - iW - - _ - W Q Ci --- -- -- a f- xm--� W � - ao __�.. xD .> ., z o Q _ _ - W -- .- - n __w_ ...-._-.__ -...___ - > > J t1_I ---- — o --- --_ -- ao list W ( z (L + ao :. -- (n W f. 0 LO + _ ao o 00 + C CN 4 4 — — 4 OD + x 10+00 11 +00 12+00 gener-' 8' stor 8" 24" select backfill 6" 1/2 O.D. 6` CONCRETE CRADLE DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH nnnur�i ti�..r.Ru STANDARD 24" Select back -fill All backfill to be compacted to 95% of ASTM D698 maximum density. 6" 24" select backfill 6" -------- 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- finished Vertical offsets contain down and up bends. \ On down bends, one joint faces horizontal and the other points down. On up bends, 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). facxRu SEP 05 UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FF. SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PVC/DIP 45, 22.5 dr 11.25 20 20 to' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12` PWIDIP 45 40 20 8' DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10' PVC 45 40 20 12` DIP 22.5 & 1125 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 30F3 SEP 05 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 RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP JOINT 6- 8' 10' 12' 6' 8' 10' 12' 6' -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10' -- -- -- 40 -- -- -- 20 REDUCER In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8' 10' 12' 6' 8' 1D' 12' 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8' x 3/4' or 3/4" 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) 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. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 1 20 20 1 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr I 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 (R) RESTRAINED LENGTH OF PIPE (Ft) F7MNG PVC DIP DEGREE S' 8' f0' 12' 6' 8' 10' 12' 90 20 20 40 40 1 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 concrete pad V-6" dia. x 6` deep 4" s treated 2'x 4" with meter box top 6" painted blue screw type and cover finished adjustable valve box grade — 5 it --i 24° —\ 1 " ♦�ir location marker 1 W-21" nished 3" stone grade surrounding box ' O.......................... pposite Side 12 gauge insulated copper wire for line tracing, taped at 10 foot intervals meter by F.C.SA. 36` 1" CTS polyethylene :'.1Yr:::i: c:r: tubing (PET) 200 — psiwithSSinserts = ...•.....'� 12 at all connections .. .. `�" : ::.: :::: r:::•. .:::i'r saddle with :8" core stop stone AN N Same Side 1" coupling (PJ X FIP) C14-44 with SS insert and MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 5/8" x 3/4" VBHC72-18WDA4-44-B4 VBHC82-10WD-44-44-B4 3/4" VBHC72-18WDA4-44-B4 VBHC82-18WDA4-44-B4 1" VBHC74-15WD44-44-84 N/A - — INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around oorp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 48' HORIZONTAL BEND RESTRAINED JOINTS -3- finished grade 48" min.. valve restrained to main 8"x 8"x 16" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- ;" dia. schedule 40 steel pipe filled with concrete and painted yellow finished grade 18'° dia. concrete encasement as required finished grade 2" min. - 6' max. stone to be minimum of 6' r above top of base 1{ stone 20F3 BOLLARD DETAIL pad V-6" dia. x 6" deep 4" stone screw type adjustable valve box locator marker FIRE HYDRANT ASSEMBLY -10- �Zi*KrP SEP 05 mechanical joint swivel tee with 6' branch SEP 05 00 - OLij to O Z Q Z_ ZQ Q W F— Li X CL Q Z_ Q Z O t� > _ 0 p� W < W 0 Z Q U Q W Q>Y U W UJ U W W LL O f1 ■ ■ J ■ D. E ., N O N rO O r- rn to 11i vl +'I'D N N N N Q) t v CD cfl (0 L_ C �, �o--.E C �` W '' N > �4- O i2 O IIJ ' L 0 ti— U) v-- E O WcD -C 0 fn U —_ W U 0 F� W LE T H OF T't PN'1ER a . 18260 81) 0 SIONAL SURVEY: C.I.: PL-PLC 1 " DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: 1 "= 20.0' 10/11 /05 SHEET: 8/12 F:\T1M\DRAWINGS\SrrE(01-28-06)\ShemndoaHonda-3oWoss\_ ftpWn-Re -dwg SANITARY FORCEMAIN PLAN SANITARY FORCEMAIN PLAN SCALES: (H) 1 =25.0' SCALES: H 1" =25.0' - m >- _ - "! J / / ! ! r=_.:':=:__=���_.__- - __ -- .._. +.. __._ _ - - '"., i_ _ ._ ., .' , ter,'.•' +' /,�.______.� 1 1 Y P _ _ - �-. 1 - / / / t t i✓ U U - --- :-:a:-- "� -==---`E--.�.- --_---_. _'--. __ _ _r %'i.- '.�..;"..�..: _ '-�✓, r r i/ i'J i '1 � 1 1 � +V '� `''P\ \ .. _ `^•x'-_.__ , 1 1� I 1 !! ° 1 1 J - r + � !I j t / t'�® t t / t •'� _ - - -" '� - '_ -_ _. _- ..��. .V' e-�.�-- .' •' r tm W \ \ \ \ a - _ f ►9�"` I \ \ V \ ♦ \ _ '��` -r-...- r \ \ I - 1 1 I / JI 1 ! /! ! ! 1 ! ! !Yr- -. 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I t , 1 I 1 .� r f I I -_ Era !J� It !! ..\ ` -. ♦♦ 'r-. ''�\�.__-___ �-=�_ _..._ ___.�� _.._.._..=.._.._.._: =�'=:: ya,..,.._.._.._.._.._.._.._........ _.._........ _.._.._.._.._.._..._.._.._.._........-•.. SO t /! V��1 •'�....-. �. — ._.._ — — ,. --.•. `.. I_ - -.-. TT�f u Moll L;j r Q DESIGNED AND APPRDVE, AS Z PLAN 61:18MITTE9 BY d Z Ar ASSOCIATE'S. INC > 0�� w WW 640 640= Q=Z < 00 p i> < > Z U w . {= a W w LL' 0 LL_ el ,J m O n a c0 L0 1 j (n .rl� V) N 04 N N CD o v '� c W .j a� sn° _ L_ U a .� Pt2 03 S' Fes- Lr_ W Z Q a ool OF—V w Z �, J W � W (n U mug OZ UW TH OF L�1P PNMER a" 8260 41 oLLI� ss10NAL SURVEY. PL-PLC DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DA+ cl- + cr_ + + + TE: SHOWN 10/11 /05 SHEET: 9/12 SANITARY FORCEMAIN PROFILE YAK i SCALES: H 1 " =25.0' SANITARY FORCE MAIN S 645 645 > 635 635 63E} 6.30 625 625 _ 620 = 620 — EXISTING GRADE PROPOSED GRADE 615 = 6t5 610 610 c 800 600 1Y"� SAN. SEW. FORCE MAIN: PROP. 30"so ROP. 8"� ' RCP CL. III 18" MIN. WATER LINE �v COVER `z = w — a J U � �z �-zd"z �z �z �z a:m a:m �m n:m O t� � cO W I� D' ['� � rn � 00 � 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 F. \Tim\DHAINIIHGSiStTF (o t-28-06)\Siena`M°atf°Ma•7dvY+mstSEepfart-ftev.dwg F:\Tm\DRAWINGS\SITE(01-28-06)\ShenandoaTbrgaJ0hnP sM\StePk�Rev.dw9 DETERMINATION OF SEWAGE FLOWS PROPERTY USE COMMERCIAL AVERAGE NUMBER OF EMPLOYEES 20 AVERAGE NUMBER OF CUSTOMERS PER DAY 25 TOTAL NUMBER OF PEOPLE 45 VDH DESIGN FLOW FOR FACTORY & OFFICE (PER (PERSON) 15 - 35 GALLONS PER DAY CHOSEN DESIGN FLOW RATE 25 GALLONS PER DAY CALCULATED FLOW (GALLONS PER DAY) 1125 GALLONS PER DAY PEAKING FACTOR 4 PEAK FLOW (GALLONS PER DAY) 4500 GALLONS PER DAY HOURS OF STORE OPERATION (10 HOURS) 9:00 AM - 7:00 PM PEAK FLOW (GALLONS PER HOUR) 450 GALLONS PER HOUR PEAK FLOW (GALLONS PER MINUTE) 7.5 GALLONS PER MINUTE PUMP STATION DESIGN WET WELL VOLUME REQUIRED (FOR 24 HOURS OF STORAGE) N/A SELF CONTAINED UNIT WET WELL DIAMETER N/A SELF CONTAINED UNIT REQUIRED WORKING DEPTH (DISTANCE BETWEEN PUMP ON AND PUMP OFF) 1 FOOT DESIGN ELEMENTS LOW WATER LEVEL (PUMP OFF) 602.00 FEET FORCE MAIN DISCHARGE ELEVATION 663.00 FEET STATIC HEAD 61.0 FEET FORCE MAIN SIZE (VELOCITY BETWEEN 2-8 FPS) 1.5" (VELOCITY = 2.18 FPS) DESIGN PUMPING RATE 9 GALLONS PER MINUTE LENGTH OF FORCE MAIN 1065 FEET FITTING LOSS 6.04 FEET EQUIVALENT LENGTH OF FORCE MAIN 1079 FEET FRICTION HEAD LOSS 15.24 TOTAL FRICTION HEAD LOSS 15.24 TOTAL DYNAMIC HEAD 76.24 FEET To BE PROVIDED BY PUMP MANUFACTURER: ELECTRICAL, PLLUMBI GMECHANICAL CONTR ACTOR MODEL EONE SEWER SYSTEMS MODEL 2014 RPM 1725 RPM MOTOR BHP 1 HP IMPELLER DIAMETER N/A GPM ACTUAL 9 TDH ACTUAL 76.24 STATION SCHEDULE USE ENVIROMENT ONE MODEL 2014 DUPLEX PUMP SYSTEM. SEE DETAIL THIS SHEET ��\N-'nN NN NN\\r\\�, /`y\ram\//I vz� i/1,0 �� Y road . c. , adapter •r ['�� t 1 ■ operating nm LOW PRESSURE FORCE MAIN IN -LINE BALL VALVE fr aMaa•_/ ACCESS WAY VENT \ STRAIN RELIEF CORD CONNECTOR \ FIELD JOINT, REQUIRED FOR MODELS TALLER �- THEN 2014-93 INTERNAL WELL VENT 2.0" DIA. INLET, GROMMET TO ACCEPT 4.50' O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR BURIAL) 40 in 1023 mm DISCH ALARM 31 in Soo rTwT 6 48inTrim ON 96 gal OFF 363 L 18 in 445 mm 65 gal 246 L 14 in 343 mm 49 gal 185 L SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H. (34 Ipm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR 15 REQUIRED TO PREVENT THE TANK FROM cl GATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR FORCE MAIN MANHOLE CONNECTION 41 rninla'AM nB zom Ibis to ISLE OCT 05 WATER TIGHT LID, FRP DUAL WALL,CORRUGATED HDPE ACCESSWAY POWER & ALARM CABLE 12-6 W/GND ELECTRICAL QUICK DISCONNECT (EQD) CORE CONTROL COMPARTMENT BREATHER DISCHARGE 1 1/4" FNPT (304 S.S.) QUICK DISCONNECT ASSY. (304 S.S.) SS CAST BALL VALVE 1 1/4' DISCHARGE LINE (304 S.S.) CHECK VALVE (GLASS FILLED PVC) nNTI-SIPHON VALVE (GLASS FILLED PVC) HDPE TANK 1/2' NOMINAL WALL THICKNESS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. UL NSF co FORCE MAIN IN -LINE BALL VALVE DtPANSION JOTAP WGC Cf SDETNNM' T Oi-a1.2E,2F sEE AOSC DETA(S p-4+ 2`-2' IYELO WOW r••SEL 31NOYRO 0E2A OALVIIA d �'C Y A" M Fart ORATE DETALS ' + . a" C-C, %BARN A•I! s" ac $ JONTS1D t; �� f - aAR� r--•A r►-C K a A•_ _ a _ .+ z SOS A •- . ■c BAILS FSTEPS SEE CURS myl _ OW 3 _ la'•e' LDNc C- FOR OE FAIL& OF ORATES : N"r it, IC'LEA%. SEE 062A20C _.„.!L' KY NLAI(. t ` I COLLAR CTIQN 1hA RAR9 A-Y L 2'/t"9EY/t"k� • ! Egg 1--A PcALYAI2E0 LAN 7E .� t� 4 -NWL 2W O Oyu' C-C , 2'-ir�',B�f. _ -tl' -0 .- 7: iv •. SALB E L-SDECREASE TO • 1 tb° C-C GBARS a-Y ■ , WrntTGAILY, 1IC sxt2 1.. J Yr C C BATT9 E � R"•D" , [y j Cc t3 3" DIAETDI B SECTION C-C NtTrcFe y SECTION B-B Y GALIOVII7ED N4" 'S'%D4" G BdB t•LATT3. FRONT ELEVATION 1» 2n L 2 L C. r r." SUD ;REELApRE COM'1. ;WAT z c-c. TYPE A TYPE 8 NOSE TYPE A NOSE SHA0 KSUSM WITH 00-7 STAOW I _._, `� J TYPE. R NOSE DETAIL SHALL E LSEO WW1THHT CC•a STA wm ----- OF sT 4ALVANIZEDAND TE O 8�E rrANtlORED OMF.TEH��Yt"xaTE AT 2'C-C.•�sTSAS» E FOR USE ON GRADES FOIL USX NUM SHEAA CONNECTORS WELOEO TO RENT PLA t101H SIDES TO RE SYWMETRICIt 7.. STANDARD CURB DROP IWET 3011 - 4811 PIPE: MAXIMUM DEPTH (H) - 9' 302 VILOMA DEPARTMENT OF TAANSPOR'TATgN TABLE OF QUANTITIES i ■[T��tSlltTfftfft"FT.i>!Ar•^:37fffwi3 'Ei/T Ci#INtlr:#i:r^a*tt_G: t/ ftYTlRr'.^57_"�lC�iT3F.��!�3�.C.'- �iC.!• i�'}1Y13i3itv'•!L3f3iC�t+'�M3.CSaLN'Ji3��"flf3�Y37["3�1i[iwtx'.'!f♦ R3XLLffmaVAkl#Am III Ei .n71�FEf#O i37�IIS�CL7E�lZ70#!O�#� IiiC�3�L+:# ice � rV-20Kft'a#itFzluEfw"i t#EEf- !7[3II 7�fz7 et7ifEaviEillf�arFftt i13¢S�csf :# r�7�..L1•ilk'TiE�fiC"it1iP,�,7'fi[➢��?Z�©��'1iLLiEID3iEffEL�[)iai�#fE3flfi©�;7�F,ii C�.JrS iwffaWFISM:7it[m,7r-2[Rt1RL ➢If1f LL7E3T.f•E7 9F�fr-aiC7El'f•[Sfil�.it.■ t34ii��[# F�)i Eli�7i7f�fc•71[Y� iZ3QaiE]��Ti©E�S�E3ia'7Efitfd",�E#i��1fEf ifC:N7ft[L7 fi 1•fit�! IiEli TQ'#t4iF'tFvii91[iQ:Tif�]E3St#L*iEWiE]l�i�F>tYi�ft3S➢rlFtff4Cii�Fi� i 1.�• ll.IfisE i7�4i .MF�SSz7''[fE�'�,YTfIQ �iS:.4�fIM ��E�]yyf} fn•�•.®S'.■f Qf LU[Z._t•]Ra"•I■flti7_a.•Iw.Eifa•a,�l_Ii•J_`Ila'._ �■IE+I� / yam[JrEr�.[5r�.� 1� �.lJfti�i�LF-46y�yq.�f�rcff�if�`:i.E3;19.. iJ.KWA�MRJM:� Y_..a?;m W.1111l F,�"Clf�:f/�EilC7iEif�ZS/i7•EY,f47ED[E'�•WCI�•, �{SfEE;iEli=�7fl/iiCs7ICiE•4i�@fi�E;'i'� t:3t�f�/RE'd'r7ElfEP'7•. fF,FRf.7Eit�i !liLaRlR�7f<'aESi6ff�SEClifsue[-�E"S3iE#E'd#�ld'^+i7�-T.+>r Ei^.1f'ES=lfi>tf�'1'111Hi1+7i1f�L# f.PiSi�"Ili's]�i�lt7ff:ilGSEf7fFT2l7if7fi�3�f;#fF>[1iiiJffl'Ci0 Ilc� llf � lrii [ �"M7 IFl tI] iZr7 i� fSfSii i if [f� =:tom � E+! � t� t3LSE Lf f�f f71 i�1i f=# f�-amlf ■*7f f 6L7 fix! fE 3if11111111WAi1[3i OUV DEED tJ[EY±l�iil�ifSiL�lE.siSSi[]�E7[�ECs7QE,Q➢![j7iRC:'d!�">! • e��c3::��cs¢�a141r��ra[a�[�ar�l�-�sc�a�+[:�[�mNcaEss��s�ll�n RS3��lSf1R# FJ5F.IC'Nir f Y,-7U i Eiif�•7C.#i/liaSrFlt%fi�C%EIC�7P7[E XiiS;OilR,�7#EIifFE�[71iTY#[>rfriSiE#E1SftiJ111111='0E'• IIFi7�li �:>tl f11 �� �� t'7RCL11 � fFl�•.� E:a [�t_ra� �t irs�aw_mr_=•� n Ir>� c><w c�� E•;;t� � r�� a NOTES L DEPTH OF INLET MN TO RE SNOWMEN;� ON PLANS. a. J" DIAAM,EyTAEWEEP HICLC TTO 11E LOCATED TO F7. LMTH OF ANGLE IROHi AS SHOWN ON SNEET 1 MAIN R 14ATERIAL. WITH r.AMfLyp1M OF :0 rg TO OF L+18" AT .1)� .'FT.. AA� o�TT� �+ TTIE OO ILLLS 141 rTD ,TE D1METbi O.OI N'IcaIIMRFR � 70, OM740TES IDICTN aF ONE TSE P4 T�FENErTiT�%`OIOgF 3'TIp)C]RWIL CLOTH A &on&".LY tC TT[ O rx W. ILL, RUNFORCM B/R° TO SEE i5. Y FOR ESTiN� P13�RbT THE BOr ACK R. Al.l RfPfORCi1G STEEL SHALL NAVE A MN. 20.QRATC TO K INSTALLED FER TOWAO TN�E SATIN 9 Mlll OIiCT C Ri1CT0R PRDN FIELD CdW11pP• /DYER CRATE MUST tE 19Ak ARl01iT HAD ORATE 3. MIESMEL7ECiED ON 1FE PEAK. TT7E MYER7 ■ 10. ALL RCxYORCNIO STCFi TO E CUT CLENT OF G SHOWN(. T L 7TE CO`.T NOF Fl L Ay,L MATERIALS INCIDENTAL TO NJ. OPEAINGS BYx•. 2L E%T'M1ED�SD'LDt O: ulEPWE4 ARE EOCATm tROFX y INCLUDED N THE SD PRICE Fpq THE STRUCTLIRE. CAST-0 PLACE CONCRETE 6 TO RE CLASS AT LVOO PSO. PWCAST OOWAM IS TO E 22 OUT MAY K USED WITH LANOOT LONWTtbW. ♦. TWIT (V�J1i �Ny�7 x pNr+E IS ►R01ERT Wi l BOTTOM OF TEL 4000 PSI. PIPES IT2• WA(NRRD PROVDCl) NOLEARAmm IS2O5 AL ES 9TFR✓CSUNE. T!E NYETIr OF THE STIFUCMTUTRLO 12, LE.OTH OF SLOT.1.) WLI_ N EVERY CAM RE 9gYN ON PUNS. AL IC W IN trO EOIW.S PIPE OWEADEQUATE 2�-ID. E �STTi4AD401 OR PUC Otr< OF WATER t& TM STANDARD 15 NTENOED FOR USE N CURB N THE S tIRE. TNT WST-d' FYIRI.AfiC AND GUTTER SrTUATIONS ONILY NO PLAC.NO.. N.L WTERAAL.5 lNi1!]+TK TO THE SAW'ND S TO E INCLLDEO 1N THE 80 14. ���yy� WETS MAY E COM9aRUClIm WITH PME FOR THE STRUCTURE L70NC1f iF SI:Gn N AC(AFDAMM MTN THE OETAM sLYDMAN ON STAPOARD ORATING a-LU Sr STEPS ANC TO BE PROYDED WHCTI N A0 4•-b' OR GREATER, FOR OVALS SEE STAtONAO 31-1 k5, i1M AREA MAY BE EMTHd, N y{Xi{ CASE 4 THIS TIDI LAY E PRECMT OR CAST-N•PL,ACf THE CXPANSION JOINTS WILL APPLY ONLY TO CLIO AND CUTTER 1. ♦4 IT S- SMOOTH OOWMS AT 0%MATFIY I& cow" TE QUANTITIES SHOWN AN FOR DEPTH t0 O IL COBE �NWtE�TC NjU0 PR % J MICAS ADJACENT %Z&%pMMT 1 k. DEf TO T-O-3. 4 FOR ALT OF . SEES ANTAiO YAARDS OF CONCII FOR EACH FOOT OF DEPTH. Sh..t 2 of 2 STANDARD CURB DROP INLET R 3011 - 48t1 PIPE: MAXIMUM DEPTH (H) - 91 23J 1D4A7 VRO■NA OWARTIENT OF TRAPC~TAT@N 3O2 L DETAL 2 DETAIL 3♦ ti, ���_ _ �..►'-_-•• ,;,,LOIN,! R t#'1�siF 4#• UK 3s Imo' ... Ir .► :y��►i • #ilsia►� . ,,� �f •.�.r I�._ r�a►�f% N_�' pN°_�' r� 1 "i sr■rM_.ii =fit:., ~!: SECTION A -A SECTION A -A • WIN. INS®+► •++U■,I;�♦ N..oA���i%• r. •.r. '., I• :N a• �A-^:'HAW-a. j�s+a+NM•N■y,. #+cis y� #'J..•. . • : I --.I , I r , 1 PIMP,' 1 ®•..P r STREAM SECTION A -A RIP RAP PF OTECTION 62.5 ' _ � = 809 625 62.0 DEPTH OF TONE= 1.50' 620 615 PROP. EW-7 615 610 66" RIP RAP 610 605 605 600 600 595 w 595 59'0 GRADE E 590 5885 30 � 585 IY PROP. EW-7 n m o- 66"0 INV. OUT 599.38 w v w OUT=602.38X w X w X w 00 25 50 100 125 FOR CDNCRETE OR CORRUGATED METAL PPE FIVE ID. H T s I�� �E *ISIAPE B b 42, 3•-w aa• e- a� 401 a.-O. I10_ r-w 71_ 1-4. O,. •K.. 4 w-v '-2" T-■^ -4 ' 1r<W N 401 7•-O'• ,I. . a-r. W_,r P O.i.. • T-7- 1 ' 4• M'-' to 13' 0'- ' - • E-4•• T r- tD-r I'4" w 0'- - A• Y tt-D' 1 -7" OP• 0"- 64• S•-.7• "Itrtt-1a i 0' r DTI• " Ir-r 7" 171tr D'- N1• i•-7" Is.-ar 15-7• 14'-G" W-01' 0'-7• V / NOTES=L OMOMWTE TO E 4000 PS WRAIM COIPAERSW STFENCTIL 4�0• 2. F PPE ■ TO HE WINED, THE OPOM PIKE ti ANIIATED m 0=101OWE IF TO Is-- A' 3. RBWV 140 YIEEL N 10WROMEE WITH Mall A-IL1S A I I c E GFECFa erwsT. DM6IETE IHHRIs I, SOL75 '+II u 4. PM'E aFBar� N NiAY6T MOUSE WErs SAw1 Nm EACE® p 30' MN.2 PER (ICE, MAW. Aii6 31P �° 4 MKS ATMYGNEN rWT BETWEPI THE PIPE AF* THE YAREIc �.'1ETE raw"S S. GIEM'1MM SOW ME M00101M. AMAL I INiLMI WENTS ,.. ■ TS" LAG MOLTS MAY VART WITH MANJFACT REAPS TOLEIIANEEE. PLAN g R NO cASE BULL TOP OF EIORAL IRiD XLM ABOVE FILL /• ro 9/AE ro °E BEVELED GE '11auEDER. • ■iH AR ■ ' V. HEADWAL TO BE NESRI.ED N ILL AREAS EKCEPT WERE A ` e _ MWLC7 WITH (MEAT OIE nMcfAL COMB. r-W C L b B. & EDGE 4REWFIED 0 TE =,% AE THE IN -ET .L ' MMLRTiT,iE C%YERT [MERE TILE EATEW THE -ir--s=--lF- of TIE a ` -V • O & mFEH E mr HnT F tt1.YRi WAY HE UEVEL t%EED g�pp��MT'Y,Wp�E]��_ gE roCYSH 10. =WAW= MAY °E FRINGED ON AL MCE4 AT DETAIL A DETAIL R ACTL/EA'P aPrm rAGE �- T r, ELdi 91Xf�[�H ESEE OETDL A i M 'INSERTS E . BOLTS H�RE'AE tIQERr9 .. TY' LX! E10.T5 1 FLOW LJ ur - • -�- •= - CRGIr WI AND 2" ETO■AL YC SASE r•O• SECTIM ELEVATION SECTION A -A PRECAST ENDWALLS FOR MULTIPLE PIPE CULVERTS 42"-96" PIPE 10I.1s viocm towummr OF TIIAR: mAnBN 3DL + ' NOTES( EW-7 I ± I OUNmICS Oh" ARE FOR ONE EN OWALL. . _ _.. Y i 1. PLEASE OVER TO STAIp/i1D t:W-2. SHEET g1JO4, FOR ALL D°,E/®@NS NOT 6TYEN N TABLES. , 3. THIS TEEN WAY W PRECAST OR CAST N PLACE. - 4. MI OM FLLS, l7.tYllll.S NNE r OR lES6 SEIBNN SHOULDER C.P�'. THE TOP Tl1E EIWWJLL 911K1 BE CBI4T1°CT[D PMM.LIEL TO THE ORiOF OF R000. S, ALL CAST N PLACE CONCRETE TO GE CLASS Al FOR PRECAST SEE SHEET 10T.10. TL IN NO CASE SHALL TOP OF ENDRA.L PROJECT MOVE FILL SLOPE. WTg1 SLOPE, OR SHOULOM Zt°00 CRACH 7. THIS STANI TO E USM WITH ETRAICHT CIPOSSIM AND S¢'Y NAMES TO A•. 7",V" S. rONC OF,1,ENiRRS FOR CRACK CONTROL 10 BE NLYT✓IE.fl N P7tlCE PER SO PENt CEB1C YARD . M. HEMIPIALL. TOE BEVELED N ALL AREAS O[CEPT VHL* R CO4nJC-r WITH INVENT AD z N4 DEFORMED CRACK ■N:WAtLS OCU1R. CONTROL AWS O. YI ATM R OW OUSIED� ON THE FEE M. OUL � L RT YfE�OWTEE�E1♦0 OF THE T MILY BE SOLK� EOE RE EDGE. .�.-...,.�_.. I Y4* ORT E P*O n 'i1 ClNAEiFR Wlr ME PROYtOCO ON ALL txcEs AT YNMi'ACTLIIWR"S OPTION. AT �+ _______r-- SHAPE TO SE LEVELED r i MTH WMI7AA ( FLOW !i DO HOT !rT: EIN FRONT VT "�SVE 11EY1 FOR DONNE PIPE FOR Com"JOAM WTAL PPE FILL SLUPE t/t'1 I ILL SLOPE 2Ti FY.L SLOPE Vel I FILL SLOPE 2n I CHIP ASE - NCtS'ASE CONCRETE NCREAm INCIII p g Y ONE DBE. FOR EACH ONE A16:.. FOR EACH a b O S T ONE OBE. FOR EAT! ENE OBE. FOR EA01 a b CIOWMA. ADDITIONAL EEOMALL ADDITIONAL ENOWAII. AODIT0.4f, DMALL ADDITONAL, tAMIC WE CUBIC PIPE cum PIFT CU■C PIPE YAM CUBIC YD6. YAtIOS C= YOS. YAD9 WING = Y7LDS CLOC YIM 1. -4 • W_ (Y- 1572 O`_S1 O' 8 W-4-- _61W2 a" ..B a ,L 7 0'-N • .0`•CY•" LIRE "011, a - 1■" Lip$ a. D�Ri STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS 421I-98'" PIPE «+ ]02 YRONNA DCPAIQTMENT OF TIRIYISPORTATION YOLA /pOgTM ON PROPO= ( SIXWALIL. SEE NOTE 13 i �sWIN INK III 8'-e- LOIN cx v. NCOn1 s-r c-tc D 0 V. 4RCC = TYWA_ . .� C . a- f 1 A - a �►E SECTION B-B COLLAR Y 4" 2 -. -_.- LIA ••.••• •`•• BARS A-1 L 2Y._.11 11 L-V I CJLV. OALV. Mum In fit SECTION I)-•0 CALVANUM MC a % 12 s _ 2 : Q •SN6 R B7. HMS 1 J" d,W1ETUt ■ S• L� GNILV. Li - HELD ALL SEE NOTE a. A\/`f ,s� SHEAR CR SEC"ON C-C TO COLiAR. K TO FROWr ELVATION A� NNI Isr EUSED SECTION E-E WITH MEDII WARPED OUTT@I APPROACH LVTTER ' I 1 gip° S N BARS A-i BA�� O S. ffin PLATE , Tf� IHARB - i C-(: STl FOR USE ON fRAADES OA1tt° C C C 1 AN f4 QQ OE2C f` L `i BAILS , °• C- ■ 2 C-c7 TYPE A TYPE B �� I ga+- PE SEE Hoyt 3 NOSE DETAILS TYA HOSE bVAL SWYL BE USED WITH 00-7 STANDARD. - TYPE B NOSE mT/d s/ULL. BE USPD WITH w-a STAHOARD- aN.YAYBED PLATE Fqt T 0 I 4 �w 1NG.E OF 54' LID IS TO !E �waw�r Y -A. BOTH SIDES TO SYI°EMAL FOR STEIP I'm USE 14 SECTION S NZ STD. ST-L SFEA'A CONNECTORS WELOEO TO BENT FaA AT V C-C. 2 STANDARD CURB spurICAam DROP N&ET REFERENCE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 9' 2" VRGI IA OEPMTNIM OF TKANSPORTAtI N W2 • W.WALL7 DEPTH OF' �► � • PROP. EW-7- - � � .. . • - a u=, -- - ��; 11.. II li Il-n N ___ 11 iI 11 I1 il: II II 11 II -II II If-f1 11 II-11 II 11-11 . r_■. • • i II 11 1 I II I -Ii -11 iI 11-IL I1 11 I 1 = - - -'-11�-11.= .-11= -11= •_IIF - 11 .11. 11 tl .IL II 11 I-i II II 1 IL II IL II. 1i II I i 1- -1_=I,I,1.1,=1.1. I,I. -11 1lfI,1I4111111[iI II t_t1= •=11.�11=11�=I=T=-11 L1f-II►=4,I,C „l4r i =!i ,, If ,.11,-II ,,�I\(�-j (I 11-11 a u-"�I��� = 1��N UrII: 11 1-11 � ..:n \ ; u •, ,•,, ,_ , ti 1 .NI 11 1 I 11 I 11 II II II II -1L,.11,.1(=t =II= 1. . ,. li 1_ 1 1 .II I I 11 II II Ii 11= „ {i •,11-IC„ 11 „ i 11=1�1-II�_II� 11 11 ,16..1f_, ii IIP11 11 11-11 II 11-11 II 11=11 !1 II ,, Il ,, if , i 11^11--1-1r-11-11�11-'�L=11+=N1=1:=11 N 11. 11. ,, IL. • • • • • n-1 _N= - II: II=11 II a II-11 I( iI - II II,. II .II .II ,, Il II It II=---= =1I.,. II ...slim • • -=R=11:=�1--.II=II=l1�t1- 1{-N1��L -1i=, _ - ,_ • • PROP. EW-7 Q Z � > 0 w c W W = 0�wo Q Z OD �� < U > W U W ►- V) 0 W W ix 0 a LL_ ■ U ■ ■ U (V ! I 3 cV C-4 CV _N ° UD (0 ED WIv moo^ ° J � > \J a) cc 0 U) C ti- E O W ED W Z R a z� JlLLJ Lj Z o0 W oATH OF Dj n r _ u TNOj}to� PNNiER 9 N18260 01, `SSI ONAL SURVEY: C.►.: PL-PLC 1 DRAWN BY: JOB NO.: PL-PLC 0502017 SCALE: DATE: N/A 10/11 /05 SHEET: 11/12 FATim\DRAWINGS\SITE (01-26-06)\ShenandoaH orKla-]ohMoss\ShgWn-Re .A+g ME BRICK CAP -SLOPE TO DRAIN COLOR PER OWNER SPEC. TEP TOP OF D�TO CONC. BOND BEAM w/(1) #4 AS REQ MAINTA NA 64 MIN. HEIGHT. GROUT -FILL CELLS 0 REBARS z STEEL JOINT REINFORCING AT 1n < EVERY COURSE JOINT (CONT.) uj a CONC. BLOCK (4"X8"X16") > z 4" SPLIT FACE CMU OR BRICK :r EACH FACE. PER OWNER SPEC. w #4 ® 24" OC L FROM I Z FINISHED GRADE i-DISTANCE E OF CURB TO FACE OF WALI> 3' f 47 -ASPHALT _-� :,' AREACE #4 0 24" OC rl' #4 0 24" OC 3-#4 CONT. SERVICE AREA SCREENING WALL TYPICAL SECTION NOT TO SCALE ARROW DETAIL NO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS STRIPING KEY TYPE B, CLASS I, YELLOW PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. OTYPE B, CLASS I, YELLOW PAVEMENT MARKING, 2 12" WIDTH, LENGTH AS SHOWN ON PLANS. OTYPE B, CLASS I, YELLOW PAVEMENT MARKING, ELONGATED SINGLE ARROW. SEE DETAIL --12" x 18" STND. —STND. U-CHANNEL POST RESERVED PARKING VAN ACCESSIBLE n pao-eao Tow-AWAr mNE', VAN ACCESSIBLE - PROP. GROUND SIGN HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN RESERVED PARKING PDIALTY =O0 M-MXAr tw HC SIGN GATE HINGE DETAIL N.T.S. 2" STL. TUBE (TOP RAIL) 3' 1" STL TUBE ® 4.5" o.c. 1" STL. TUBE (BOTTOM RAIL) 3 t f2" TOP OF RETAINING WALL U 11' 2" STL. TUBE 0 6'-0" O.C. GUARD RAIL DETAIL NOThTp SCALE 2" FIN. GRADE V 4 REBARS ® 12" o.c. oo"o HORIZONTAL (TYP") Q,OQDi. 12" VDOT #57 STONE 01010° 5060 O 0 {y"01JO 000000 ogogo Doo00 5' Max. O 4 0 oossno FILTER FABRIC gab¢n a " a 4 REBARS ® 10" o.c. VERTICAL yp.) 3"0 PVC Pipe ® 4' o.c. 1a.1611 A n0a V_.47- FIN GRAnF #4 REBARS 0 10" o.c: - 3" - -• - 24" Min. 1, �4 J _ ` 3" - 3" #4 REBARS 0 12" o.c. (Typ.) NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. STEEL REINFORCEMENT SHALL BE GRADE 60 STEEL (Fy=60,000 PSI). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI. SOIL BEARING CAPACITY SHALL BE A MINIMUM OF 2500 psf. EQUIVALENT FLUID PRESSURE = 45 pcf; AND SOIL WEIGHT = 120 pcf. FACTORS OF SAFETY: SLIDING = 1.5; OVERTURNING = 2.0 RETAINING WALL SECTION END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING. 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO—REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE w LL.I z y < CL J w X J w I� m EX. VANE (12'+/-) 14' VARIABLE -� "-- - - CROSS SLOPE _ 3:1 5 EXISTING PAVEMENT 1/4":1' •i:'• • III I STRUCTURE :::=:�x::::::is::�::•�::•.r CG-7 E" SURFACE COURSE III 111 111 III III I III III. j 4" BM-25 BASE COURSE 12"- 8" 21-B COMPACTED SUBGRADE SUBBASE COURSE TURNING LANE TYPICAL SECTION AT ENTRANCE NOT TO SCALE w z J E FITTING 'SLEEVE' WITH :D TOP CAP :D) STEEL PIPE W/ FILLED WITH 2ETE •ED) 'SLEEVE' SUPPED 6" 0 STEEL PIPE W/ CONCRETE ED) :�1<4TYI�i 7� CAP UNIT ADHERE 70 TOP UNIT W/VER^aA—LOT CONCRETE ADHESIVE \.__._-..._ NPERN0115 nu 1r DEEP GE)SYrFREITc REKfORCEMEMT -- SEE MANUFACTURER SPEIC91CATIONS FOR LENOTU, TYPE. AND SPACING RETAINED OACI(Fltl �DRAINAGE AAxNEOATE j Ir THICK MM. MODULAR CONCRETE FACING URINES a •?'', APPROX. _ EXCAVATION LIE REINFORCED RAC26AL COMPA= 95% OF MAXIMUM — - STANDARD PROCTOR DENSITY 4' DMA. (►NIL) DRAMA PWi T� Gum ®END OF WALL OR • 4V CENTERS MAX. SLOK TO DRAIN 1 T FA 7°R EwC (1/e'/�) INFUNIOUS FILL ORAN" LEVELING PAD r TACK INN. TYPICAL SECTION —REINFORCED RETAINING WALL MODULAR CONCRETE UNIT SCALE. NONE—� "I DRILL rEMCE POST CONTRACTOR TO CAP MR HANDRAIL POST IN OR NMIDRAN. POST NEAT HOLE IN Post EN.L W/CONCRETE BACKREMOO RFBAR crw.) ILAcx OF 12• lir BLOCK 1 ;IN CONTRACTOR MAY BREAK OFF REBAR BACK OF UNIT TO INSTALL POST I — e• MN.) A POST DETAIL- PLAN VIEW POST DETAIL- SECTION A -A TYPICAL HMIORAIL AND/OR FENCE POST TYPICAL HANDRAIL AND/OR FENCE POST SCALD HOME SCAM* NONE PINHOLE DRAINAGE AGGREGATE F_TLLLJJI I I �. � 3/4• SETBACK `-^ � -. PIPE VERSA -TUFF PIN 2 PER UNIT I I NDO�MG SLOT rT- a OPEN JOINT AT / 40 FT. CENTERS._) PINNING DETAIL DEN DETAIL CROSS SECTION WALLS OVER 4 SCALENONE SCALE NONE 4/4- SETBACK WALL CONSTRUCTIONft HOLES NO FOR /4• PN HOLM FOR vER1K•x WALLS To �14•1 sPtrrrrTc oaooAe FOR ILALF UNIT 2x4 TOP RAIL - 1I I i t I I I{ I I I I I I I I{ I I 1 x6 BOARD, -� FRONT & BACK { I I I{ ( I I I I TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) • }- 2x4 MID RAIL - 1I l i i i I I I I I I 1 I I I I I I I I I 8'-4x4 POST 0 8' CC { I I ! I I I 2x4 BOT. RAIL ATTACH RAILS TO POST W/3-10d(EA. RAIL) II j 12" DIA. POST Hr LE, 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. PROPOSED FENCE DETAIL NOT TO SCALE GENERAL NOTES 1. STRIP VEGETATION AND ORGANIC SON. FROM WALL MID GDOSYMD1ETIC AUGMENT. 2. BENCH CUT ALL EXCAVATED STAPES. 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENpFFER TO REM(M UNSUITABLE SON. C SITE SOILS ENGINEER SHALL VERIFY FOINpATON SONS AS BEING COMPETENT PER THE DESIGN STMNINUS AND PARAMETERS. & LEVELING PAD SHALL CONSIST OF COMPACTED COARSE SAND OR CRUSHI D FW& OR Y � FOR A LEAN CONCRETE PAD. CONCRETE PAD SHALL BE UNREINFORCED, r THICK MAIUNhA. 7. MOM" DABEOTENTT OF WALL BELOW FHMISN GRADE SFWL BE r FOR 'WALL FEIGNS UNDER 4 FT. AND I FOR WALLS OVER 4 FT. UNLESS SHOWN i DIFFERENTLY. & FOR LINTS TO BE EIEEDDFD. COMPACT FILL N FROM OF UNITS AT THE SAME TRUE FNL BEHIND UNITS IS COMPACTED. 9. DRAINAGE MTOEBATE SHALL BE INSTALLED DIREC ILY Bil■ID THE WALL INTERIM 12. OF TE TOP OF THE WALL. DR004E AGOKtEGATE SHALL NOT EXTEND BELDW FINAL GRADE N FRONT OF WALL. 10. COMPACTION SILALL BE TO Oft OF MAXNNUM STANDARD PROCTOR DENSBIY.(ASTM D—NB) 11. COMPACTION TESTS SWL BE TAM AS TW WALL IS INSTALLED. TE MOO" NUMBER OF TESTS 9 4ALL BE DETER IA*D BY THE SITE SOILS ENONEER. 12. COWALTRN WIIFNN 3 FT. OF WL. SHALL. BE MATED TO HAND OPERATED MWMENT. I& SEE MANLWACTUNDI'S SP'FJdRd7M FOR GEDSMHEITC TYPE. LENGTH AND LOCATION REOURED. 14. OEOSYF/RILTIC SHALL BE PLACED WITH SEROmm DIRECTION PFAPENDOM R TO WALL. FOLLOW GEOSYNTEITC MANUFAC1UfER5 INSTALLATION INSTRUCTIONS AND WRITTEN SPECF)rATIOWL 15. CONTRACTOR SHALL DIRECT SURFACE RUNOFF' TO AVOID DWADIN i WALL N►■E UNDER CONSTRUCTION. 1& ANY SURFACE DWV40E FEATURES. F*M GRADING, PAVEMENT. OR TURF 94A L BE INSTALLED IMNBRIATMY AFTER WALL IS COMPLETED. 17. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AMD 111NREN SPEOF1CATIDN & F CONDITIONS ARE OWPFRENT 71" THOSE STATED N THESE DRAM GB AND VEGHCAMOK THE CONTRACTOR MUSE CONTACT ENGINEER MANOR TO PROCEFDWO WITH THE CONSTRUCTION OF TE WAIL GROOVIE FOR 2' STL TUBE (TOP RAIL) `o - o O a F�MDING WALLS 4r 1' STL TUBE O 4V o.c. —� s—=- c —1- STL TUBE (BOTTOM RAIL) iB' TOP OF RETAINING WALL I ( .'•iV•� II 3S• II M^� lir POO" SLOT FOR - u u 2" STL. TUBE 0 6'-0" D.C. ST RNGHT SLIT FACE FREESTANDING WALLS B PEDESTRIAN SAFETY RAILING N.Ta PAWA S T BLACK -LOK UNIT AS n er TE OWNER UNIT DIMENSIONS SCALE: NONE PAVEMENT DETAILS HEAVY N.T.S. LIGHT 6" 18 GA. STEEL DECK :1• I 0 0 d rl- 1D II 33" 5'-2" w n. O (n c I a 13'-0" rn. Co I- ON CANE BOLTS ATTACHED ny 0 FENCE y TRASH ENCLOSURE N.T.S. 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. STANLEY #1010 STEEL 18"• CANE BOLT -ONE PER GATE ® CASTER -ONE PER GATE — ELEVATION -TRASH ENCLOSURE GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1/4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES 4" 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0." HT. WITH 18" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (2 TOTAL PIPES) PNTD. PER OWNER SPEC. 6" CONIC. SLAB W/ 6"X6"X1o/10 WELDED WARE MESH DUMPSTERS BY OTHERS N O a (2) 6-8 GATES GATES TO MATCH FENCE SEE FENCE DETAIL THIS SHEET C5 BORE HOLES IN C!) CONCRETE TO ' ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS _J Q _0 z 0 J 1-- Q Z 0 0 Z 0�� > }w W W F— =Q�Z 0U)00 p i> Q Q > Y W U V) W Q w _7> O W LL 11 ■ J ■ Mr N O 04 r- OU ♦A CO to i ,N v •- 2" SM-2AL BIT. CONIC. OVERLAY j �j * PR. STREET OR I � vT C . " < AISLE APPROACH TO 2 R >` O SURFACE TREATMENT 2 SM-2AL BIT. CONCRETE— CG-11 1 zI A 1w 'J "A'' .- �} 0- I G II BE THE SAME AS V) 3" IM-1A BIT. CONIC. SURFACE COURSE I of An MAINLINE ROADWAY. ...+��. J .� BASE COURSE I �I < (RADIUS TO BE AS * .. .' •.: `" 1. V i i?:i `?rr : r i•r:i( 6" 21-A I `tl w SHOWN ON PLANS) "�", a:.. « ; « ..'. `: 7 -� N 8" 21-A STONE BASE - - (RADIUS TO BE AS I C i C 0'O CLASS A3 _ O p 7 ................. STONE BASE - -= I - SHOWN ON PLANSZ___I I �� (H.E.S.) .� •- IT=CC a I { I =�-I - ------ ----- 1- - c>w ONCRETE � Q V - 4y. COMPACTED SUBGRADECOMPACTED SUBGRADE----"- 1 ��L v v z SECTION C—C 6 NOTE: $ Z " THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED CONSTRUCT GRADE CHANGES WITH A 13 4:- „ IN THE ENTRANCE ROADWAY AND THE PARKING AISLES. Y� ®RADIAL CO BINATION ' 7 THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED &GUTTER PARABOLIC CURVE. ` �4 "' ' - .e •' IN THE PARKING STALL AREAS. 4' T ' (ST'D. G-6) ® WHEN THE ENTRANCE RADII CANNOT0. .� ® I ACCOMMODATE THE TURNING REQUIREMENTS ^j-6" 4. SIDEWALK I OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE " 12'02' 6" " EXPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS O 6 2 0 - WITHIN THE LIMITS OF THE RADII SHOULD BE z EXPANSION JOINT A I OPTIONALFLOW LINE INCREASED TO 7". CG'-6 la v _ MAINLINE AWAY WHEN STADARD CG-11 IS USED FOR w ORTE: WIDTH AS SHOWN ON TYPICAL VEDNO CES PROJECTSI,TIN PLEASENNOTETITHE WITH Z COMBINATION 6" CURB & GUTTER ................... :-. ..:..... SECTION. PLAN VIEW FOLLOWING: Z Z " " " ' " " " ' " ' ° ' " ' " " " 10' 8% MAX ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED O LLD NOT TO SCALE EDGE OF SHOULDER OR--- PARABOLIC SLOPE CHANGE D TO THE R/W LINE (EXCEPT ANY SUBGRADEEIZE U (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 4" CRUSHED STONE OPTIONAL FLOW LINE CURVE STABILIZATION REQUIRED FOR MAINLINE PVMT. ® ® WHICH CAN BE OMITTED IN THE ENTRANCE ) (3500 PSI) 6" CONIC 6"x6"xW2.9Xw2.9 -- — — — ® RADIAL CURB OR COMBINATION CURB AND �,A�,TH 0p MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED p WWF(1.5" MIN CLEAR) D BEYOND THE R/W LINE EXCEPT FOR gyp` r,Q SPEED CURB SHALL BE USED MPH DESIGN DUMPSTER AND ENTRY PAD DETAIL SLOPE CHANGE ® REPLACEMENT PURPOSES. 2" RURAL HIGHWAYS AND 45 MPH IN DEVELOPED 5' D WHEN USED IN CONJUNCTION WITH STANDARD 5" URBAN AND SUBURBAN AREAS. NOT TO SCALE MIN.—' 40 MIN. FOR CG-3 OR CG-7, THE CURB FACE ON THIS V �� P STREET CONNECTION STANDARD IS TO BE ADJUSTED TO MATCH THE AM 7 ,T = NOTE: COMB. CURB AND GUTTER HAVING A RADIUS 20' DESIRABLE FOR MOUNTABLE CURB CONFIGURATION. 18260 OF 300' OR LESS (ALONG FACE OF CURB) SHALL COMMERCIAL ENTRANCE. Max. • ' , BE PAID FOR AS RADIAL COMBINATION CURB AND SEE STANDARD CG-12 FOR CURB RAMP DESIGN `d 4 y' .. GUTTER. ra TO BE USED WITH THIS STANDARD. SECTION A --A k ti THIS ITEM MAY BE PRECAST OR CAST !N PLACE. " OF sS CONCRETE TBE CLASS A3 IF CAST IN PLACE, CG-2 *PLANS ARE TO INDICATE WHEN CONSTRUCTION IONAL GUIDELINES FOR GRADE CHANGE D A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE THIS AREA MAY BE CONCRETE WHEN IN COMBINATION MOUNTABLE CURB AND I� 7"� • • - 2`-0" PSI-4000 IF PRECAST- II �6" ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE. MORE THAN 1500 VPD) 0% 3% SURVEY: C.I.: AT THE OPTION OF THE CONTRACTOR GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS CONCRETE TO BE CLASS SURFACE HIGH ( OPTIONAL FLOW LINE MAY REQUIRE WARPING OF OR STANDARD CONNECTION FOR STREET INTERSECTIONS A3 IF CAST IN PLACE, MEDIUM (500-1500 VPD)} <3% 6% PL-PLC 1' THE BOTTOM OF THE CURB AND GUTTER MAY BE TO HAVE THE MOUNTABLE CUB CONFIGURATION 4000 PSI IF PRECAST. LOW (LESS THAN 500 VPD) <6% 8% A PORTION OF GUTTER TO PRECLUDE PONDING BASE OF WATER. CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- INCORPORATED. Li Tpc� DRAWN BY: JOB NO.: OF I COURSES MAINTAINED. PROVIDED A MINIMUM DEPTH BBAWHEN RIER CURB, THE TRANSITION IS TIED TOINTO BE MADE EXISTING SUBBASE METHOD OF TREATMENT- PL-PLC 0502017 CG-7 WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. CONNECTION FOR STREET INTERSECTIONS SCALE: DATE: COMBINATION 4" CURB & GUTTER NET TO SCALE HEADER CURB AND COMMERCIAL ENTRANCES 1"=20.0' 10/11/05 NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) VDOT 2001 STANDARDS NOT TO SCALE SHEET: (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 12/12 F:1Tim10RAWINGSGSTE (01-28-06)ISSh�ndoalimUa-70MR \gte*W Re .Mg