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Home My WebLink About34-05 Bank OF Clarke County - Bank - Gainesboro - Backfile��ki; oAi CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the ' e of specifications for all work to be in accordance with completed facility ready for use. Unless otherwise noted, applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authorityand the contract documents. that are not shown. however, such may existha 2. The engineer has attempted to locate existing subsurface utilities; o y The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the and Engineer or the Owner. 9 / 5. Contractor to obtain at his expense, all permits requ ired of this work and shall faithfully adhere to the permit conditions imposed. f i is he Contractors responsibility. i t rea. An work performed offsite t 6, All grading for improvements to be conf ned to the ro ec a P Y 9 91 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of ruction. cons t All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 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 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. 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 developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 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 through 2" in size. It is the developer's/contractors 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 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 Autho(ty?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 %" and 2" 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 a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VOOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. iI I I J IE , a n i I,IIL, 11111I,II�II„IIII:: � I I � I I 1 iDtin , i,I.HL II II , I IIlI ! I I. I I II �", I' I I�, i I 1 , II ! , ► I I I i; � I I I I I 1 .I I I,I , . ( I I I ,. I , id � I I ,,,.) ,,,,,,,,� .Ii�L:. � III, II,,. ,, I I ...,, ..a . ,. I � i, E.I ,,IIII,,, , . ,. ILue. �II L...,. Lunn II':IIDI'�I I I I +, I II ( �II 'II IIlII ilI Ii I LiI, IlII11. IIII_IIIII 41 ',III I •III I' f II I In IL I nIIIn.._ t i i1. I I.I I:I • f Dr IIIII,I I I 4r!9 Gai-Inesboro Magisterial District V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT V 0 Road and Bridge Specifications. g y g p cations. 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 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. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present Burning the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. Zoned: B - 2 P-F,-% rop-%Used Use.- Commercial 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. q0 C, M^ PROJECT AREA North ester n Pike Rt. 50 ---- _ Rt. 0 0 Rt. 803 ILL CF2 ES7 Vicinity Map Scale 1 "= 1000' MAY 25, 2005 REVISED JULY 18, 2005 Patton Harris Rust & Associates,Pc Engineers. Surveyors. Planners. Landscape Architects. 'I I ,I 1: I 1 I I i I I I I I, Owner/Developer: Bank of Clarke County P.O. Box 391 Berryville, Virginia 22611 (540) 955-2510 P.O.C. John Milleson, Sr. VP LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 VeriZon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Lyles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman �I H �F 117 East Piccadilly Street, �P r Suite 200 NALD A. MISLOWSKY, R. Z Winchester, VA 22601 �, NO, 020674 T 540.667.2139 .o�oFF F 540.665.0493 ssiorvai RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COWER SHEET 2 SITE PLAN 3 GRADING & EROSION CONTROL PLAN 4 LANDSCAPING AND LIGHTING PLAN 5 PROFILES & MISCELLANEOUS DETAILS 6 MISCELL4NEOUS DETAILS [:7 PROFFERS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuar: a of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to releaseof building permits, the following items shall be completed: f P 9 P a) Subdivision shall be stabilized in accordance with the approved plan (i.e. road surface stormwater conveyance system, , curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. } ! Y Approved by Frederick County Zoning Administrator 11 Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: Sheet Number 1 of 7 1'�5 I - bi Cj h Ci iI Z 64.88' < DD NOT LU E4TER SIGN 5: 0 0 V) ,1- w -COMMONWEALTH GROUP- WINCHESTER U SE: COMMERCIAL iWAL VART REAL ESTATE PROJECT SUMMARY _j 0z C, 4 BUS I NESS TRUST TAX IDENTIFICATION NUMBER OUT LOT 52-A-D LU TRACT 4 < C)LL,4`� Ld < EXISTING PARCEL AREA 1.42 ACRES 0 U 52-A-M 'USE: COMMERC I AL LU 0 NV DEVELOPED PARCEL AREA 1.21 ACRES U) LU 0 ly af TRACT 1 B2 LU a_ LLJ i! If ZONING \> ILL DRIVE 0 52-'A- K,,, CROCK WELLS MI LL 0 CURRENT USE VACANT a_ IVO ky w 0 0 j...... PROPOSED USE BANK 6- DISTURBED AREA 1.2 ACRES ddh SETBACKS RE UIRED PROVIDED 1-fX. 6 W FRONT (RTE 50) 50' 164.16' 1x WATER STUB . ..... . FRONT (RETAIL BOULEVARD) 35' 64.88' (D DR. . ...... -------- - 6.-K_.-VE LL.S MILLIL, I SIDE 0 41.69' 0) J --- ---------- -C - - ---- REAR 0 1 64.16' 4) -P R I VA T -0-0 STOP SIGN AND BAR PARKING 5' 11' 0 WATER tSHT. BUILDING HEIGHT 35(MAX.) 24 0-) t CANOPY HEIGHT 14 0 "In Q0 GROUND FLOOR AREA 2,760 SQ. 0 u NUMBER OF STORIES I U FAR ALLOWED 1 U) LO 7 FAR PROVIDED 0.04 T) 0 0 C) MINIMUM LANDSCAPED AREA 0.18 AC. (15%) 0 0 REMOVE EX. 2 1 STM __j or� < (D (_0 24,00' LANDSCAPED AREA PROVIDED 0.26 AC. (21.4%) > CONK. NEW 15' CPP TO rc Q) M CIE-- Q:) EX MH PARKING REQUIRED PROVIDED __j (D " 17- C I "I STANDARD SPACES (1/250 SF) 11 21 U) HANDICAP SPACES 1 2 C: 0 0 Ln y r- 2" SM 1 2.5A LOADING SPACES 0 0 8" VDOT 21B U 11ii- U_ TOTAL SPACES PROVIDED 0 23 CL 14H ASSEMBLY PARKING LANDSCAPING Ui 1,_ DO NOT ENTER FIRE LANE -ONEWAY WELL COMPACTED SUBGRADE PAVEMENT AREA 37,777 S.F. 0 AND STOP SIGN PAVEMENT TREES REQUIRED 19 0 112000 SO. FT. 0 m > 2 PAVEMENT TREES PROVIDED 19 INTERIOR TREES REQUIRED 3 @1/10 SP.) + INTERIOR TREES PROVIDED 3 cl� Qi TOTAL TREES REQUIRED 22 r_ A#* TOTAL TREES PROVIDED 22 0 (D SIDEWALK SUBJECT TO CHANGE WITH PROPOSAL OF ADJACENT NOTES: SITE PLAN. STANDARD PAVEMENT SECTION 0) 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE C3 2z = Not to Scale v REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 0.. Lij 3 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. -4 0 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM 11.00, EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. CONCRETE 4" CONCR FEA STONE BASE 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. CG-12 6. ALL UTILITIES TO BE PLACED UNDERGROUND .00, POLE MOUNTED HANDICAP PROPOSE SIDE SECTION 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES PARKING SIGNS INSTALLED PER N.T.S. OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 0___�FLAG VIRGINIA STATE CODE SECTION &HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 POLE G, 36-99.11. (TWO REQUIRED) 9. SIGNS- SHALL BE LOCATED 3 FT, FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. TRIP GENERATION 10. nRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF rrE, 6THEDMON ESTIMATES THE FIRE MARSHALL. z THIS SITE AT FULL DEVELOPMENT 11, BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING WOULD GENERATE 732 T.P.D. CODE AND SECTIONS 304, USE GROUP B(BUSINESS) OF THE INTERNATIONAL 13.72' USE CODE: 912 BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1092, 0`1 6 ACCESSIBLE AND USABLE BUILDING FACILITIES. NOTE SPECIAL INSPECTION LANES FEECKiIIIIIIIIII140M34M REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF -D Fire Lane markings and signage is required at all fire hydrants, fire deporIment STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED OON 11 FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN connections, curbing not delineated as parking, and oil normal and emergency 41.69' <-) access points to the structure. The contractor shall coordinate with the Fire PERSON. 12. NO DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE CLEANING Marshall to ensure these requirements are satisfied. SERVICE. ry _j (0 V) 0 Do 0 LU a- (0,j M o U) tAi < F- U-) -0 0 LU 0 0 CP 15' ry RIZON ESIVI'00, l 0 PIP 10.00' SIGN EASEMENT A 50'r. B.R-La.-, a T 4.1 ? j NJt4'1 1 "W VERIZ41,itk"T J_ 550.48' ADJACENT PROPERTY SOUTH OF RTE 50 4 074, R/W SO, 4L F GLAIZE GEORGE W JR PROFIT SHARING 20 70 0 20 40 1 1 i I - I 52-A-253 ( IN FEET) ) Zoned: RA I inch = 20 ft. Use: Resid COMMONWEALTH GROUP- WINCHESTER USE: COMMERCIAL OUTLOT 1 52-A-D ± 1.42 AC (14' CLEAR) COMMONWEALTH GROUP- WINCHESTER USE: COMMERCIAL OUTLOT2 1.52 AC LANDSCAPING AND WALKING TRAIL BY OTHERS (PROPOSED WITH SP#26-04) NO ACCESS PROVIDED U.S. ROUTE 50 - NORTHWESTERN PIKE R/W VARIES 45 MPH POSTED LEGEND 'ROPOSED CURB & GUTTER . . 'ROPOSED CURB & REVERSE GUTTER 'ROPOSED STANDARD PAVED AREA (8- 21B/2- SM 12.5A) . .. . . . . . 'ROPOSED CONCRETE AREA . . . . . . . . . . . . . . . . . . . .. 'ROPOSED GRASS AREA 'ROPOSED EASEMENT AREA IRE LANE MUTY PEDESTALS . . . . . . . . . . . . . . . . . . . . . .. . [f] nE MISTING STORM DRAINAGE & STRUCTURE . . . . . . . . . . . . . . 'ROPOSED STORM DRAINAGE & STRUCTURE . . . . .. . . . . . . . . =0= IROPOSED WATER MAIN . . . . . . . . . . . . . . . . . . . . . . YISTING WATER MAIN . . . . . . . . . . . . . . . . .. . . . . . 'ROPOSED FIRE HYDRANT . . . . . . . . . . . . . . . . . . . . .. 'ROPOSED GATE VALVE & BOX . . . . . . . . . . . . . . . . . ... �XISTING SAN. SEWER AND MANHOLE . . . . . .. . . . . . .. .. 'ROPOSED UNDERGROUND ELECTRIC SERVICE . . . . . . . . . . . .. UGT i 'ROPOSED UNDERGROUND TELEPHONE SERVICE . . . . . . . . . .. .. ITELTEL i - 'ROPOSED GAS SERVICE . . . . . . . . . . . . . . . . . . . . .. GAS! ?ROPOSED SAN. SEWER AND MANHOLE . . . . . . . .. . . . . . .. 0 Storm Inlet Summary Str, No, Inv. In Inv, Out Top Elv, Type Throat 1 836.93 836.83 841,85 MH-1 2 837.32 837.22 841.95 DI-3C 6 3 837.61 837.51 842.15 DI-i 4 838.04 837.94 842.25 DI-1 5 838.32 838.23 842.65 DI-3C 6 6 838.72 841.85 DI-1 7 837.76 841.95 DI-3C Culvert Summary Culvert Inv. In Inv, Out L(f t) D(in,) S(%) Type 1 836.83 836,70 26 15 0.50 CPP 2 837.22 836.93 59 15 0.50 CPP 3 837.51 837.32 37 15 0.50 CPP 4 837.94 837,61 65 15 0.50 CPP 5 838.23 838,04 39 15 0.50 CPP 6 838.72 838.32 81 15 0.50 CPP 7 837.76 1 837.32 1 88 1 15 1 0.50 1 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT, LO 0 -0 0 I 0 LL F_ V) 0 LLJ C) 04 Z 0 Ld > Lli Lli _j < LLJ P: a- U) C) U) M Ld C-D I < Ld a to P0 o 0 C0 C) < U < 7) ILL] 6 0) CO (f) < U W Lli n 10) Z61 Ld 0 ly- 1 0 T_ 1 0 1 E V- GRAPH/CS04LE 20 10 0 20 40 IN FEET 1 inch = 20 ft. ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. r DUSTING STORY DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE 13 PROPOSED CURD dr GUTTER .......... DRAINAGE FLOW1 ................ EXISTING- -GRADE ................ PROPOSED GRADE .... • ......... PROPOSED EASEMENT AREA......... . PROPOSED -SILT- FENCE ............. SF SF - INLET PROTECTION ............ VA UMIPS OF DISTURBANCE ............ M Ml 93 M, rM IM MLOD DRAINAGE- DMDE............... EC-2...................... 7Mr A n STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. EXISTING PAVEMENT i Al FILTER CLOTH '' 6- MIN. AI MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 70' MIN. B VASHRACK I REQUIRED VDOT Al I I ~� POSITIVE DRAINAGE COURSE AGGREGATE D TO SEDIMENT TRAPPING DEVICE MUST EXTED FULL WIDTH • OF NGRESS AND EGRESS OPERATIONPLAN VIEW KLD'R tF LD LLW lI M 1 L SECTION A -A SECTION B-B T 10, MIN. EXISTING PAVEMENT 10' MIN. i "IN JYALL SOURCE: ADAPTED from 19M Maiftd Standards for Sob erosion aid Sediment ConW and Va. DSWC BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER .11111111111k III ' FILTER ��' RUNOFF WATER WITH SEDIMEI SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC Storm Inlet Summary Str, No, Inv, In Inv, Out Top Elv, Type Throat 1 836.93 836.83 841.85 MH-1 -- 2 837.32 837.22 841.95 DI-3C 6 3 837.61 837.51 842.15 DI-1 -- 4 838.04 837.94 842.25 DI-1 -- 5 838.32 838.23 842.65 DI-3C 6 6 -- 838.72 841.85 DI-1 -- 7 -- 837,76 841.95 DI-3C 6 Culvert Summary Culvert Inv, In Inv. Out L(ft) Mn,) SW Type 1 836,83 836.70 26 15 0,50 CPP 2 837.22 836.93 59 15 0.50 CPP 3 837,51 837.32 37 15 0.50 CPP 4 837,94 837.61 65 15 0.50 CPP 5 838.23 838.04 39 15 0.50 CPP 6 838.72 838.32 81 15 0.50 CPP 7 837.76 83732 88 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SM❑❑THC❑RE OR EQUIVALTENT, it Stabilization: All disturbed areas not paved shalt receive a min. 6 In. topsoil seeded as followst Tall Fescue per ac, le tb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac, Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at f Ina( grade shall be as f ollowst 60 tbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. October through April) 450 tbs. 10-20-20 Fertilizer per ac, 2 tons agricultural limestone per ac 2 tons straw mulch per ac, Seeded areas to be watered and cared for as necessary to provide grass emergence. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) t. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC (ANDWQIRE INTO THE TRENCH. FILTER FABRIC � 1tl\ l 111111'{ Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sedimeni Control, PLATE. 3.05-1 Sl now k TI>a+n� PLATE. 3.07-3 EC-2 CENTER NOW MAY RE ELIMINATED MIEN SLOPE t t IS LESS THAN 4t1 5•MtAX.4:1OR FLATTER r I 3'MAX.STEEPER 714M 44 I M t a I M IMiO ENO Jr 1 I N I t Oi rVEtFt/PPET) 2' tilA It t I P i t i t I i i P t t BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN RUNOFF OVERFLOW SEDIIMMENT� SEDIMENT WIRE SCREEN / 2' X 4' WOOD STUD • FILTERED WATER gip• - ' lI CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 4 GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC L* PW JUNCTION SOT CHECK SLOT FOLD .� OF STAPLES SLAP MATH 1t-•! i w r MAX. PLATE 3,07-8 �AMKa•oR SLOT �►► t0 TAMP SOL FIRMLY ANCHOR SLOT 'IMP SOIL FR•R Y/ TERMINAL FOLD Irl I AMP SOL FIRMLY M TMP SOL F1hR.Y TAMP SCR. FIRMLY t I , CHECK SLOT JUNCTION SLOT Notes rt- r+r t TOY t. APPROXIMATE 200 STAPLES REQUMIEO h.}.- r To 2" PER W X 22V ROLL. I ' ?. CHECK SLOT TOO K BS. �LOKII) 6' TO rr MD VARIAEL . JUNCTION SLOT 3 MAX. SPACNG C�•Cp CHECK SLOTS NO. it TAN STE TwW 4Y LESS 90 SLOPE C'' tYIiE 4. STAPLES F FROM NO. Q STEEL PLAN VIEW wNRE Nr srM••Mw LENGTN SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH FOR SANDY Sam. 6- STAPLE WNMW LENGTH FOR OTHER SOIL. GENERAL NOTES: LL#M OF PAYMENT TO iE SOfWIE YAWS OF PROTECTOE COVERING COMPLETE N KACE. 3.,IutE MESH OR SOL RETENTION MAT N ACCORDANCE MIT" THE SPECIFICATIONS PROTECTIVE COVERNO NS TO RK LOCATED, AS NDICATEO ON THE PLANS N ACCORDANCE WY 6E USED AT THE CPTIOM OF THE CONTRACTOR. MrtM THE 0IM4761OM5 SPECIFIED ON TYPICAL SECTION. 4. OOTH OF MATEAAI MAY VARY FROM MNMAM OIMDdS10N BY INCREMENTS OF 2n-TOP` STAPLES OR OTHER MANIFACTUVIIS OESM6N APPROVED By THE EMPM MAY 4 OR 5 FEET. K SNBST1ruTE0 FOR THE STAPLES SHOWN. S.FOR SOURCES OF APPROVED MATERNAL SEE VOOT'S APPROVED PROOUCrS UST FOR STV.EC•2 MATERIAL.. � FEQDICE PROTECTIVE COVERING INSTALLATION CRITERIA 244 tM OQ %AROMA DEPARTMENT OF TRANIPORTATION 6" ,r% O v z Uj 0 Z aW CD a U 0- O W F- In 0 Q J - W ZZ Q 0 `[ �ZOW O O W d' Z T Qt~O HU)Z a: -'20O V) " U) Q ,y U-1 0 Ld h a 1 o U O �� S 'V on _ Q. 4- 0 Q) � L ca Q 0, n O( C) (n Lf� TIFF -0 O O Q o N o J 0� Q (.Q CO 0 a 0-) 0-) -j d U) V-) c O O -C U i- U. v6 Z 0 L Q) (j) + O a� CL W O 1 O 0 g Z U Z o W U) Y O tJ � v U Y U Vt. _ o O = M$ Y Q Z Z U W 9 O o � CL 6► J - 1 U) CV N LL U) < 0 ry Q W W Q !- w :D Q U T- M o U) In 00 Z � 0 (.0 Q �U o r- Z z Z � Y 00 z Q cn LU T- W 0 0 WCL F-- I It w O.. � a7 w 00 V rn z~ 00 _ w Q W 3 " HIGH SCREEN NOT REQU RED A ONG RETAIL BLVD. RIGHT— F—WAY DO TO STEEP SLOPE AT SITE. RETAI BIND. IS 1 FT. ABOVE PARKING LOT E EVTION. 82'54'35'W 00 ,0- O �� f� � �4 15' )N ESM I I 1 ,50'— BUILDING SETBACK & L 011 -------{ P RJ vA..TE)- e COMMONWEALTH GROUP —WIN CHESTER USE: COMMERCIAL OUTLOT 1 52—A—D t 1.42 AC . 2r SIDEWALK SUBJECT TO CHANGE WITH PROPOSAL OF ADJACENT A SITE PLAN. �? o Z b COMMONWEALTH GROUP— WINCHESTER USE: COMMERCIAL 1 OUTLOT 2 I 52—A—E f 1.52 AC _._�------- -- f--- �S �� Vu, VERIZO' Ely I i 550.48' ADJACENT PROPERTY SOUTH OF RTE 50 GLAIZE GEORGE W JR PROFIT SHARING U.S. ROUTE 50 - NORTHWESTERN PIKE 52— A— 253 R/W VARIES Zoned: RA 45 MPH POSTED Use: Resid GRAPH/CS04LE 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE PLAN #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES 0 l'-6" O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 Ff. LIGHT POLE 1" TOOLED EDGES LIGHT POLE HAND RUB FINISH ON WITH COVER BASE SURFACE OF CONCRETE AND ALL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NgNSHRiNK LOAD SURFACES. BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE FACE OF a PROJECTION AND BOLT CURB GRADE CIRCLE PER MANUFACTURER'S RECOMMENDATION. 8' GALVANIZED GROUND ;;, I I=1 11= ROD. BOND TO POLE. — — — 1'-8" 0 CONCRETE BASE 1—:1 1 ^IIIi I I P.V.C. CONDUIT AT 2'-6" #3 STEEL REINFORCEMENT I I-- BELOW GRADE TO PANEL TIES 0 1'-6' O.C. =III-1 4 STEEL REINFORCEMENT �1= (' ��f NOTE: BARS `� _ ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT -$" NOT TO SCALE LIGHT POKE FOUNDATION DETAIL LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHAM BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Prune codominant leaders Prune rubbing or — cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels DO NOT prune terminal ----f leader or branch tips f � Cut away all boiling ropes Remove top of wire basket A. Widen and score hole wall ;-� :Q I Remove container and cut circling Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling Area for water drainage ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per cc. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per oc. (October through April) 450 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING ,SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY >41M4ACER RUBRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 11 OUERCUS PALUSTR/S PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 11 ILEX CRENATA "HEIZ//" H7 HOLLY TJ6" HIGH 3' ON CENTER 36 w \RG�NIq �c O Z Z Q O o w� [C -Ow Z V) f- r� w N w a o _ Oo �- Z U)wO �0w w li 6 w O U CL O l� o Np4Wp0 - 0 Q Z C� CL Z Q Z 0 � wZ J O az U Z o Ws Y O Cr F- U Y oU. _ U) o Y 0 z� Z 0 o � w o O Cr Ld �0 H o In Z O N N U) Q wll 0 z CC � W e o w W Z > w J w U � Q U = U) (n U) Ld U Li OJ a Ld z pq Cn 0 ~ Q U -� I z o O()) 0 O O w � S _j Z 1/2 SECTION CAST WON y2 SECTION STEEL NOTES T_7•• L 2t/2• x 21/2" It t/i' i. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lugs to be 1 10'-4" tong FOR DEPTH GREATER THAN 10' USE ST WARD Coat with Collor T-3/Z' ar / B 2. THE "HP' DIMENSION SHOWN ON THE STANDARDS A ---- A + t N Dplrat0l r`1 SIace Ribs CAST GALV. IRON STEEL 66 ± I 3 ibt. 43.6 lbs. inekidling including lugswommnectors AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. One welded PLAN 'W DIMENSIONS ARE APPROXIMATE ONLY FOR ESTWATNG PURPOSES AIND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. Weld all 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors TO BE SHAPED N ACCORDANCE WITH STANDARD t4 toner IS-1, THE COST OF FURNISHING *0 PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE tt(CLUOED N THE BID PRICE FOR THE STRUCTURE- 2•-7••/t` x 1'/2- x 4*Lj Lugs x 4" 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS tNGHER UNI THTHE BOTTOM OF THE Stud Shear connectors STRUCTURE THE AVERT OF THE STRUCTURE WITHMORTAR NERO 4'-2" 12" t �/2" t IN ST P000 OF -'-'-�Ti IN THE STRUCTURE. THE COST OF ftiNl85HN1G THE S STRUCTURE. PLAN I AND PLACING ALL MATERIALS INCIDENTAL TO (Grote Removed) N o INLET SHAPING iS TO BE INCLUDED N THE 610 PRICE FOR THE STRUCTURE. ?< SECTION'B`B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STMIDARD ST-1. DIMENSIONS FOR COLLAR DETAIL 6_ T14S ITEM MAY BE PRECAST OR CAST-N-PLACE. CAST IRON ONLY 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 4•-2" D TO ABUTTING CONCRETE TO PREVENT T• Hardware Cloth 2' 6' SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED, SEE STANDARD 3" Diameter p_ •• T-[A-3, 4 FOR ALTERNATE DESIGN. weep hoc « e n ve S •p's • = See Nate 8 II1I(IiI nII nI{n11nI'n11 C144 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE TNMUM DIAAMETOR o GALVANIZED3". i,••� aaN b, Cesar '•' --4" depth Aggr. M68.0 78 or C tJU��U�UU�Uu C WWORE, WIRES NUMBER 4 MESH HARDWARE CL07H ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. _ E 4 £ £ •5 E• t2,. !8 x 6" width ��0��0� vz �: 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 PRECAST TO 8£ ivy zoM 12' t5" 18" o. 2v „��Q��QD�� '(j! N 4000 (3000 ). CONCRETE IS 10. ANY ALTERNATE METHODS OF ANCHORAGE A ' p . • , • �� l MEETING THE APPROVAL OF THE ENGINEER MAYTHE CAST RON w " • --s AS SHOWN HEREON. - ►- SECTION A -A �'�"` �J 14- CONCRETE QUANTITIES FOR MIN.DEPTH '/0I.- �11/r' 12" concrete pipe - 1.440 Cu. Yds. Concrete �ECT10N C_C SECTION D-D 15" tanvolle pipe - 1.528 Cu. Yde. Contreta 18" concrete pipe - 1,620 Cu. Yds, Concrete 24" concrete pipe - 1.8t7 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per odditionol toot of depth. APPROXIMATE WEIGHT Cost Iron Grote 363 = 18 tbs STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 VRGINIA DEPARTMENT or TRANSPORTATION 302 104.01 INSERTABLE S11EE1'A151 GENIERA'- I VETHOO "A' PIPE BcD01MG SHALL BE USEC FOR ALL TY=ES OF PPE CULVERTS 1VIT"4 THE APPLICABLE HECHi OF COVER RACE NJFED IN THE STANDARD PC•l TABLES UNLESS OTHER'xr,= NO-_D ON THE PLANS. 2. II • HEIGI-T CF COVER EAEA.SLRED "ROM -OF OF CULVERT TO °INISHEC GRA E. 3. b - EXCAVATION DEPTH AS SHOWN ON PLAPI�_z OR 1C FIRM REARING SOII . CIRCL,LAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2 � INSIDE DIAMETER OF PIKE. 3 X WOTH CIF CI ASS I FACKFI I VATFRIA- EEYOND T-1E EXTREMITY OF THE PIP=_, X • 12" V/HERc d 'S LESS 1HAN 3b". X - if?" VMFR= d �S 36' AND CRFATER. 4, WHERE DIRECTED BY TIE CNGN[CR. DCDOI\G VATCR'Al MAY 3C ELHIINATFD FOR NORVAL EARTH FOUNOATONS UNDER ROUTINE ENTRANCE PIKE (EXCEPT PLASTIC PIPE) SO' ANG LLSS IN LNAMEILH VIIIH HEIGHT Of COVLR '5'OR LcSS, 5. RLGGLAR gAtK-LL 1AAIL4V.L WAY 8: USE: IN LIEU Of CLASS NA(;KFILL MAILriIAL fON AL'_ "OUNDATION TYPES FDR ROL1TtdE ENTRANCE PIP- :EXCEPT PIAS- C =IPF) 3D" ANT) LESS IN DIAMETER PITH H_ICH- OF COVER 15' OR LESS. 6. BEDDING MATERIAL ANC C_AZS 1 BACK=•LL MATERIAL MAY BE EL "KATED FOR SHOULDER SLOT INLET (D 13) OUTLC- Pif'CS INSTALLATIONS. E-LIPTICAL PIPE i Ft CAITSIDF Sr A\ OIWWN ION OF PIP,-. 2, S2 INSIDE S'AN DIMENSION nF PIPF 3. R - C11TSI,F RI3i fXMFNSICN (IF PIPE d. X - OIDTH OF CLASS IBACKFILL MA-ERIAL B-YOND THE EXTREuf Y OF TEE PIPE. Y, • 12 WIi_R_ S2 S LESS TIMAP! 36". Y. 18 WH_R= S2 S 36" AND GREATER WHLHE UIyLC ILU BY THE LNGI\'LER. BLUDING NAILRIA_ MAY BE L_IMINAT_D FOR ~ NORNN F?T TH FO.iNOA"'DNS IINO-R RO.ITINF FNTRANCF FNF W'HFRF 52 IS .1flOR LESS AND HEIGHT OF CvvER 15'JR LEbS. 6. REGULAR BACKF4L MATERIAL MAY BE USED IN LIEU OF CLASS I BACK=ILL MATERIAL FOR ALL FOJNDA"ION TY'CS FOR ROUTING CNrRANC= ''T'C Wi.CRC S2 iS 38" O< LESS A140 FEIGHT OF COVER 15' CR LESS. FiPE .ARC1- i. S - SPAN DiMCNSIDN JF P17T. 2. R RISE DIMENSION 0= PIPE, i. 6 SEE 'C-' 'T ABLE FOR APPLICABLE PPE MATERIAL 4, x 1VIDT i OF CLASS I@AC-KFILL MATERIAL BEYOND T-IE EXTR_MIT IF THE PIPE. x - IT: 'rrHERE S2 IS LESS THAN 36'. x - 18''WHERE S2 15 36" 61J1) GREATER 5' 'K�ERE 0i<(;ILU HY IFL ENGI\LLR. ELUDING VAILRIN- MAY BL LLIWNA LU fUh KOPMAL _-ARTII FOJNDATK)NS ONND^R ROJTINF FNTRAN.C.0 PIFF WltrRr ;2 1= .S' F.R LESS AND HEIGHT 0= CCVER 15' OR _ESS. 6' REGULAR. BACK=1-L MATERIAL MAY BE USED IN LIEU OF C-ASS I BACKFLL MATERLAL FOR PILL FOJNDAT!ON TVnES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND FEGHT OF COVER 15'CR LESS. INSTALLa,TICN OF PIPE CULVERTS AND ST0RPv4 SEViE= S NEW. 1 /04 (E N E R A,_ N O I E S 107.0C - V!R';NIA DEPARTMENT OF TRANSPORTATION �Lc+r�urol+ F'LrF_N:Y'L 302 303 EX � 2) (3 845 P��OP GRADE p( GRADE I I 840 C2 ! i ` C3 i ' 65 37' t ® Q,50 % 26' ®0.50 % i®;0.50 15� CPP 835 _ 0.50E 0.._J5_ CPP ._.. "_ �_-- `-- -�5#_ -CPP 5" CP Q) (o U U ! N U 1-1 U o 11 ZLo I LCT 1N7 M t� A oCL �H�TToo Wo�Z t�tt co I OS f�� 000 [I I -^ 1 Novo 11! (oCK) N o� II ,II Is C�'� II z>ZO 00 II II ZO I �O�ZZ d�n 00 OZZzI+CCi- 0+00 0+50 1 +00 1 +50 STORM 4) ( 5 V1. 39, 0.50 050 % 15_"' CPP MIN GEAR � I I to U (p U Ina uypri NC(j� MN� Lonm (DCOC�p �Cc%�o 11 I Cjoo�� _� II ?O U� II Zp n N 2+00 2+50 concrete pad t'-6' sq. x 6dee' p 4'stone -- screw two adjustable valve box W min. location marker stone valve megalugged to main ugs rtt -egalUg ' Y7R' {:wSr-.Y^ i 2; , r � '. �'r. E,v'� ..°•: it;b, :.t "e; thrust block 18"to 24' lIL_8'x B'x 16- solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 0I-3At,38,3c £XPIMWSION JOINT ET 6� �2 845 C7 ! @ 0.50 %_ 15" CP, P 835 1 cu U N ( r\ VUU N__ M ) U.I 0-, K K6 1 h L000 OT 00 � 11 00 00 1_: M it ! 0C11o11 II m::3 II O �o II ZZO 11 O pl i�z D+to I j I °+� 3+00 0+00 0+50 STORM 845 ,---�• l i-�i-i 845 4' IN 840 - 0 R 840 _) -� 6" SDR-21 - 0 4" 1� o I - Q 835 d . z •- �N tz 1- o�cp •- v0i C5 o Q Z 0+00 w WATERLINE O zO rn r1- o rn00 'tea- 61100 00 04 4 ^i-OZ 0+00 0+50 1 +00 SANITARY LATERAI L GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z- 1 INCH = 5 ft. INERT. 6' dia. schedule 40 steel pipe filled with concrete - and painted yellow concrete M encaserrl8fit ir? BOLLARD DETAIL FIRE HYDRANT ASSEMBLY Figure 8 SECTION A -A CONST.JOIT r KEYED 1 /AFTM A r1fGUT om . , - - >• 0 1 r1 -L:7► BARS E ' *3" DIAWTER BARS a WEEP HOE FRONT ELEVATION BARS F " r-e" 8" ------ (GUTTER REMOVED) 3•- _ I SX!/:' BENT PLATE SECTION 8-8 �'•... • •.' •. N TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 i CG-7 STMDMDS. � R ANAX2 '%t'/4" TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 STANDMOS. TYPE A TYPE B l2" X 4" STUD SWAA C04WCTOR WELDED GALVANREO PLATE FOR TYPE A TO BE WENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2 C-C. CONNECTORS AND IS TO BE ANCHORED WITH 112" X 4" STUD SHEAR NOSE DETAILS WELDED TO LENT PLATE AT 2'C-C. 2" PAVEMENT DI-3A r L, 01-38 L 01-3C L %`; •.. , WARPED PAVEMENT = I j � i j .,f,�aW FLOW I Ir��z OJ O-.i J DETAIL WHEN USED FOR USE ON CRAMS ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE S"MTRICAI. SHEET 1 OF 2 STANDARD CURB DROP INLET 12 - 30" PIPE: MAXIMUM DEPTH (H) 3 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 x 6' deep ocator marker chanical joint ivel tee with )ranch z X PROP GRAD __ __E(-O-RADE - a` 31' 1.00 % - SOR21 - ___ _ -� ._- - ------ 44' 0 1.00% _ _4' ®1.U0 " P C SDR21 4" PVC D 21 U _ oN o _o O�+� � _ MTO�D CgL2 CO ^�`N �ap1I�I-.I. ca t11 ��o�Ell ::D o°o 0 �?QQ^O-> �ooz o It- yrn.e�m uau.� :see note) Tact backfill note) STANDARD TABLE OF QUANTITIES select backfill note) 2 O.D. :elect backfill note) R ` VALCOI Inc �C�NiyII�G3 Fig. No. 71BOB vnv with lid marked 'SEWER` bottom I of box SDR 35 gaskeled bell Wye sanitary (see note) sewer manSDR 21 / cast Iron cleanout cap with brass plug must be 8' from the top of the screw type adjustable box square concrete skid pad 20'k 20'x 6' deep cast iron cleanout cap with brass plug having a countersunk square head Panetta Mode; PA4SV-CSK (41 SDR 21 - cleanout pipe brick base �'.. SDR 35 spiggot by -, SDR 21 gasketed beli adapter Y t SDR 35 gasketed _'s'•befl 45- bend 6" stone bedding NOTE :If top of sewer main is greater than 16 deep, then wye and bend to be heavy wall SOR35. SEWER CLEANOUT Figure 16 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/85C3/4' or 3/4' 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH 1' 24 in. Dia. Non -Traffic MC,30 (Frame) WITH RML-1-T (Top Ud) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Opposite Side meter box cover - top 6' painted blue and cover t 24' JIB, meter by F.C.S.A. IQ, 103 rr. COPPERSETTER meter size Opposite Side Same Side 5/8"14' VBHC72-18WD4444-B4 VBHC82-10VVD•44.44-84 3W VBHC72-18WD-4444-B4 VBHC82-18WD44-44-B4 1' VBHC74-15WD-4444-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 toot 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]. 5/8"X3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Figure 5 DM-3A,38,3C TYPE L AREA of SLOT REWORCING STEEL Concrete SAES A BARS 8 BARS C BAWDS D OARS E BARS F BAIL$ G WEIGHT ft, FL Cu. Ydt. No. Lin. Ft, WH NO. I Lim. Ft. HY No, I Lin, Ft. tic HCr I LIq• IF 11A No. tin, Ft, Na Lin. Ft. No. Lin. FL* i Lbs- Oi-3A '-6r L75 2 - - - - 1 5'-7" 3 Y-2- - - - 6 11'- 4' IN 5 r" 2 -7- -10" S-2" 4 r- r, 3 r-6" 4 T- 6' 2.75 1 102 5 3'-6" W-r 3 3'- 4 3" 9 r-s" 4 r- tit 3.67 1 3AG 5 S' 6 10 - -" 5-7- 3 Y-z" 4 5-6" 3 r-6" 4 rsh 01-38 10 4,5H! 3.90 5 7-611 14 V-7- to 6'-10' S 7' 3 T-r 4 7•-8" J 1-6" 4 125150 1 4.34 5 1 W-6" IS -7~ to 6--gr 3 5' 3 31- 4 9'-r 3 t'-6" 4 r- 251 14` C42 4.78 51 Ir-6- 22 3 3•- 4 if-6- 3 r-6' 4 - 7 3 5 U,-6 3 S'-7" 3 3•-2' 4 1y-V 3 t-6" + IV 8.25 5.66 5 1 IV-V' 30 W-7" 3 31-r 4 '-r J T-6" 4 T• 20'9.t7 6. S TP-6" 34 3 51-7" 3 3'-2" 4 17'-W 3 T-6" 4 T- 4 6' 2.75 3.01 t10 I r-9" 4 1 W-7" to &-IV 5 '-7- 3 S-2' a r-9" 6 r-W 2 T- 6' 3.67 st IO 7-4" a V-7` to '-110" 5 6'-7" 3 N-2" 7-9" 6 1•6- 2 T• 158 MY 4-59 3,89 10 T-9" 112 V-'7- to W-10- 5 S'-?' 3 Y-r a -V-9" 6 r-6" 2 t2 4.33 >0 4'-9" 16 S•- 10' '-7" 3 -2" 4' 6 r-6" OH-3C WAIF .42 4.77 iO &-9f 6'-7- to W-V- 5 '- 3 Y-2" a 5' a r-6" W 733 521 Ep V- 24 W-7- t - S •-7" 3 FrV-9" 6 r-Ir 34 t8' 2S 5. 10 7-1t ET 6' 7• 0 6' xT" S 5r-7" 3 3'-r 7• " 6 r-6" 2 r- 392 1 10 $LIP' 5 3 3'-2' 8 f-6" 2 T- 4 NOTES 1. DEPTH OF NET (H) TO iE SHOW" ON PLANS. 7- 4W 4 X Or SMOOTH DOWEL'S AT APPROMMATELY 15- THIS WA AMY BE ENMEN, IN IN424 CASE H7 LL AREAS' T EHE XPANSIONWYM L APPLY ONLY TO 7- THE 'H" 01 EMyON SHOWN ON THE STANDARDS TO ABUTTING CONCRETE: PREVENT 00 CUTTER.TS MIND SPECIFIED ON THE PLA45 WU BE SETTLEMENT. MEAD, MO FROM THE INVERT OF THE OUTFALL 16. CONCRETE QILANTITIES SHHOWN ARE FOR DEPT% PPE TO THE TOP OF THE STRICTURE, LS_ 3" DIAMETER WEEP HOE TO BE LOCATE13 TO (HH) OF 5'-2'' WITHOUT PIPES, THE AMOUNT PUN "H" DiME:NSOM Ali£ APPROM MATE ONLY ORAWM �tiBEt/►SE MATERUII- !WEEP HOLE WITH DISPLACED BY APES MUST DEDUCTED TO FOR ESTIMATING PURPOSES 00 THE ACTUAW, 12"Xt2" PUi$TIC HARDWARE CLOTH 1/4' MESH OBTAIN TRUE OlUAKTiTFS. FOR INLETS OF OWATSN5t01;B SHALL 8E DETERIt1tE0 BY THE OR C,At VMHflED STEEL Mti�, A/N DIFFERENT CA7ITR/ICTtM FROM FEND t4HL0IT10iNS. OIAWtE OW, NtAt�ER 4 �E � � CUBIC YMMSS OF CONCRETE FOR EMM FOOT CLOTH MNCHORb F114MLY TO TIE OUTSOE or DEPTH_ 3, WHEN SPECIFIED ON THE PLANS THE NVERT IS OF THE STRUCTLE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOW ON SHEET T 15-1. THE COST OF FURNISHING AND PLACING ALL 9. ALL WI PORCM STEEL SHALL HAVE A MIN. OF 2 15 TO BE L +16" AT 411) LHS,/FT- MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2-. INCLUDED IN THE SO PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH OF ONE (1) BAR. � ALL R�F(aRctNG STEEL TO BE ctTr CI EAMi OF INTHE EVENT TIE INVERT OF THE OUTFAU ALL OPEhBIGg ey 2". 19. ALL REIWCRC04 BARS TO BE 05. 4. PPE iS HIGHER THAN THE BOTTOM OF THE STRUCTLIItE THE INVERT OF THE STRUCTIIR£ SHAD- SFIAPEQ tL CAST -IN PiAIE CONCRETE IS TO BE CLASS A3 20. WHEN INLET iS 1.15ED N 4'-0" MEDUM(. BACK OF BE WITH CEWNT MORTAR TO PREVENT STA OM OR PONOW OF WATER (3OD0 PSU. PRECAST CONCRETE IS TO BE 4000 PSI. INLET IS TO K SHAPED TO 'CONFORM TO PINVOSED CURS. N THE STRUCTURE. THE Hr"t1ST OF FURNISHING AND PLACING ALL MATERIALS TICiDENTAL TO 12. LENGTH OF SLOT HL) WILL. N EVERY CASE. 9E THE SHAPING iS TO BE INCLUDED N THE EV SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED N MEDIAN CUM OR 5. STEPS ARE TO BE PROVIDECI WHEN H 5 4'-D" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-T_ OMTTf.D CSEE DETAIL)_ 6- THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, u. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WWNTH THE DETAILS SHOWN ON STANDARD DRAWING DI -MR. Sheet 2 of 2 1 STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) _ 8' 302 VPGHiA DEPARTMENT OF TRANSPORTATION 104.i0 W00-k-vouw Y) J14,�Z�Qof OWWNZ0Nw(2b-LLaO W J H E- -1-� U W .._ v tZ Q0 O o I NU) t/1 z 7 O O d Q 0 o N o J DIL Q (fl ( 06 Ui d ;.• N _J tr) c o O LC) (` LL N vi •L >1 >� L _ + = Ul O 4.a N -� C 0) G- w O O z U Z o5 WS Y Ir LILI C� c� o v Q U Y z� Z I- t� U W o a - oho F- h Z CO 0 0 f� �= Q o W 112 c G O W W � O I- UJJ LLJ 0 � W Q Z d U z W 0 (n W in (n C.� ID' LIJ � o o� Z re) 0 Cn Q 00 M �' U < O r 0 z y Z� O Q 4 r ' 7 �' ... -� , `t - .. 105 502 REVISED ON 7-01. „"ROSSRN.K 4" 2" R p I 6" O S O b O • a O s 6„ 2.-0„ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR CG-6 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSIF PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMEMATWN CURB L GUTTER. 4.FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,7HE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS N DEVELOPED URBAN L SUBURBAN AREAS, P THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC-7 IS REOUIRED. • O p > D ` 7" d D- O THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MNIMLIM DEPTH OF 7" IS MAINTAINED. COMBINATION 6" CURB & GUTTER VPG14A DEPARTMENT OF TRANSPORTATION REVISED ON 3-03 REVISED ON 1-04 I o .u• �' Jai — -- -' ` �---.. _------- Y.�' • � 5, MIN l �,,� 5• b11V A—per---, 5'-0'• MIN.3.f_O" 5'-0" PER► ISSIRL E CONSTRUCTION JOINT p 1rj 44 -L� Y l.� Ito ..o • A -.-,K TANGENT PLAN CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 2C3.D5 201.03 1 ® 7" WHERE STD. CC-3 OR CG-7 15 USED. s7n. cc-7 b" 12.1z MAX, 48:1 MAX. OR CG-G - 20! 1 SECTION A -A # 5 DOWELS. 8" LONG 4 '2" C-C PERMISSIBLE SLOPE 10.1 CONSTRUCTION JOINT MAXIVUM _ SEC'IION 13-3 R1�fS�. LMITS OF EXPOSED AGGREGATE SIDEWALK ACCESSIBLE ROUTE IS DE-INED AS A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCLSSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES THIS CESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (46" WIDE) CRMWALK ------ REOUIRED AT TOP OF CURB RAMP- MINIMIJU CURB RAMP LENGTH 8 FT. FOR I*W CONSTRUCTICN• 5 FT_ FOR ALTERAIIONS. CURB RMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH 5L(P RESSTkN I INTEGRAL tY Of :LC TABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF 7HE RAMP FLOOR (RAMP FLOOR MAY BE _ PRECAST OR CAST N PLACE). THE CETEC"ABLE WARNING S-1ALL BE PROVIDED BY AN EXPOSED AGGREGATE FINSH. RAMP SHALL NOT EXCEED A MAXMUM SLOPE OF 12:'-, CROSSWALK SLOPING SIDES OF CURB RAMP MAY BE POURED MONCLITHICALLY W.TH RAMP FLCOR OR BY USING II PERMISSIBLE CONSTRUCTION JOINT WITH REOUIRED BARS. TYPICAL PLACEMENT IF RAQP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL OARS SO THAT ADJOINNG FLARED AT INTERSECTION SID=S CAN BE CAST IN PLACE AFTER FLACEMENT OF PRECAST RAMP FLOOR, PRECAS" CONCRETE SHALL A HIN CROSSWALK BE CLASS A-4. REOUIRED BARS ARE TO BE NO.5 X 8" PLACED t•CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP (WITH BUFFER STRIP) FLOOR, MD -DEPTH OF RAMP FLOOR. MTYMUM CONCRETE COVER 1`/Z". CURB RAMPS WILL BE MEASURED AVD PAID FOR AT THE CONTRAYT UNIT PRICES FOR HYDRAULIC CFMFNT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDFWAI.K, COMPI_EIE-IN-PLACE. CURBICURS AND GUTTER SLOPE TRANSITIONS AlJAC.ENI 10 TO CURB RAMPS ARE lW11,1A.0 IN PAYMENT FOR C',IRB/CURB AND GUTTER. WHFN USED IN CCNJL:NCIION WITH STANDARD CG-3 OR CG-7, THE CURS FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION, CURB RAMPS ARE TO BE LCCATED AS SHOWN ON THE PLANS OR AS CIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE It WITHIN THE RICHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHcTFCR SIDEWALK IS EXISTING, TRIAN CROSSWALKS AS SHOWN ON PLANS PR POSE0 OR NONEXISTENT. THEY MLST BE WITHIN PEDESTRIAN OR AS DIRECTED BY THE ENGINEER MID S-IOULO NOT BE LOCATED BEHIND VEHICLc STCP LINES. DIAGONAL VARIATION EXISTNG LIGHT POLES, FRE HYDRANTS, CROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. P E R P` N D I C U L AR CURB RAMP REFEflENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 105 502 VIRGINIA DEPARTMENT OF TRANSDCRTATICN REVISED ON 3/03 REMISED ON I /04 REVISED ON 7/04 CROSSWALF MAX.) t12, u 1) 7'- (,2 A ?ERMISSDLE CONSTRUCTION 7'-10" 5LO" T-7C" MAIN. M M B--------- -- B •cam > 2j A TANGENT PLAN JOINT CROSSWALK I TYPICAL PLACEMENT AT INTERSECTION C(;-)z8 ® 7" WHERE STD. WITHIN CROSSWALK CG-3 CG-7 IS USED. NCTES ®6" D, TINS DESIGN NCORCPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 67" MINMUM STD. CG-2 ORCG-6 DIMENSIONS. PLACEMENT OF DRAINAGF STRUCTURES IS CRITICAL. G- OR C 6 CURB RAMP FLOOR 10 BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INT£CR/N. 20 ;1 48 = 1 MAX. DETECTABLE WARNNC SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY DE J 4" PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGRFGATF _ FINISH. RAMP SHALT- NOT EXCEED A MAXIMJM SLOPE OF 12:1. SLOPING S'OL% OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING SECTION A -A PERMISSIBLE 7 T " CONSTRUCTION JOINT WITH R 1R- F RAMP FLOOR IS PRECAST. OLES MUST BE PROVIDED FOR DOWFI BARS SO THAT ADJOINING FLARED b 5 DOWELS, B" LONG SIDES CAN BE CAST IN PLACE AF ) ER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL 0 12" C-C PERMISSIBLE BE CLASS A-4. S. OPF 17:1 CONST. JOINT REQUIRED CARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BCTH SIDES OF THE RAMP VAXIeTUM FLOOR. MID-DF?TH OF RAMP FLOOR. MINIMUM CONCRETE COVLR 1�/2"- - CUR CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT .. CCNCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK. COMPLETE -N-PLACE. _ CURBICURB AND GUTTER StOPF TRANSITIONS ADJACENT TO TO CLP.B RAMPS ARE INCLUDED N PAYMENT SECTION B-B FOR CURSICURS ANT) GUITLR. WHEN LSED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTEC "0 MATCH THE MOUNTABLE CUR3 AND CONFIGURATION. LIMITS OF EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARF TO BE LOCATED AS SHOWN ON ?HE PLANS OR AS DIRECTED BY THE ENGINEER. [HEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF Y CROSSES WA. df HIGHWAY FACILITY A GFIWA ACLI CR A R F WHETHER W K I X15T NG uS�ES CURD REGARDLESS OSIDEWALK S E ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED.OR NONEXISTENT. THEY MUST RF 10CATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCTED, 'STABLE, FIRM AND SLIP RESISTAN' OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BE14ND VEHICLE STOP LINES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEM"NT. FACILITY TI-AT CAN BE, APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS, SPECIFICAW FEWLSTC, 4ECt PARALLEL CURB RAMP I'CFi�Y Sot (ACCESS FOR MOBILIT'v IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 CG-72C 4,,�,•,�j+ • MIN. 5• � _ \i I CROSSWALK �. �..-•- AT )K z" iR THAN EDGE OF PAVEMENT -T AT )KX SAME AS TOP OF CURB HCROSSWALK H TYPICAL PLACEMENT *' '� °� AT iNTERSECTIQN WITH BUFFER STRIP ® 7" WHERE STD. CC-3 CC-7 IS USED. 3 MIN 2'-0" g .0" STD. CC-2 ., OR dc•3 :1 M STD. CG-2 06" 12 : 1 48: 1 MAX. A ALTERATIONS OR Cc-6 20 :1 ► "aa 4 4'N5•0"4•MN. . PERMISSIBLE CONSTRUCTION JOINT NOTES SECTION A -A B ONO --..N) 7 B THIS COL43KO (PARALLEL L PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJON•NNC BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MN. OWNS10N5. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CDNNECTEO TO THE SIDEWALK WITH A WARPED SURFACE. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT NTECRAL 4 F DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAP FLOOR (RAMP FLOOR MAY BE PRECAST DR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED ACCRECATE A FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 121. SLOPING SIDES Of CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING TANGENT PLAN PERMISSIBLE CONSTRUCTION JOINT WITH REOUIRED BARS. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES ' LIMITS Of EXPOSED AGGREGATE SIDEWALK CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. REQURED BARS ARE TO BE NO. 5 X 8" PLACED rCENTER TO CENTER ALONG BOTH SIDES Of THE RAMP #5 DOWELS. 8" FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER ?/z-. CURB RAMPS 11111LL BE MEASURED AMID PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT LONG 0 12- C-C PERMIISStBLE CONCRETE SIDEWALK MID EXPOSED AGGREGATE SIDEWALK, COMPLETE -N-PLACE. CURB/CURB AND GUTTER SLOPE TRAWATK7NS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT SLOPE 12:1 CONSTRUCTION JOINT MAXIMUM FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG•7, THE CURB FACE ON THIS STANDARD IS :• TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. _ CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SECTION B - B T R)CHT OF i WITHIN HE E ROUTE AT T T WHEREVERAN ACCESSABI M T PROVIDED tN ERSEC KXNS THEY ARE 0 BE NE ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED.OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALt ACCESSIBLE ELEMENTS OF A OR AS DIRECTED BY THE ENGINEER. " SHOULD NOT BE LOCATED BEHNO VEHICLE STOP LINES. FACILITY THAT CAN BE APPROACHED. ENTERED AND EXISTING LIGHT POLES. FIRE HYDRANTS. DROP INLETS• ETC. WILL ALSO AFFECT PLACEMENT. USED 8Y PERSONS WITH MOBILITY IMPAIRMENTS. COMBINED (PARALLEL. & PERPENDICULAR) CURB RAMP SPVWCATom' (ACCESS FOR MOBILITY IMPAIRMENTS) „ „D, VIRGNFA DEPARTMENT OF TRANSPORTATION 502 203.07 -J(0- 1 LN I A WOZ 0zo wd [r0 Q� L20 (nwo w O Wc00WW00 _ W F-- H-- I� ►�1 %k, N U) U Q 0 U)V (n U Q 0 L a. .L O L � C (� 0 a� c a. W I- Z W 12 O U W LLJ U O Ld a W d U U) W Ld a- n Ld H- D C) Q 0 W z z � _ Z w 0 0 0 Q0 I In O 0 0 N O Q c0 (D > 0') 0-) d d r� s= O 0 U I-- LL J 0 N O W Z J W U N 0 n 0 z U Z o� Y 0 U� Y U LL. _ 0 Z Y p � Z m 0 w Z 3:: Ln O 0 r N � Q to W LLJ J W 0 (f) (/) .L 00 Z () 0 Q 0) U0 Q 0 r o Os z J M Ev— 11 O f_?-T L� . '� '' i1 '�� REZONING REQUEST PROFFER Properly I+dentifkatien Number 52.A B and 53-A 79 Gainesboro Ma&terW xikgrkt WWW, L.C. P�relira�fna�r 1Lf�tters Pursuant to Section 15.1 - 491:1 d, seq., of the code of Virgkda, 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned applicant hereby proffers that in the event the Board of SWmvm* rs of Frederick County, Virginia, shall approve Rezoning Application �____ _- for the rezoning of 70.9065 acres from Rural Area (RA) Zoning District to the Highway Commercial (73-•2) Zoning District, dvelopment of the subject property shall be done m conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the applicant and such be approved by the Frederick County Board of Supervisors to accordance with Virginia law. Should this petition for rezoning not be approved by the Board of Sape msors their these pros shall be deemed withdrawn and of no effect whatsoever. These proffers shall be binding upon the applicant and their legal successor or assigns. Ganes Developaenrt Plan The development of the subject property, and the submission -of any Master Development Plan shall be in confbormance with all pertinent County regulations and shall be in substantial conformity with the Generalized Development Plan, dated June 20, 2003, sheet 5 of 5, which is attached hero and imuorporated herein by re&rence. Strom IJroyernents The Applicant shall design and construct all roads on the subject property consistent with the Coumty's adopted Round Hall Land Use Plan for the area, and according to unifm m standards established by the Virginia Department of Transportation (VDOT), and as may be provided in theme proffers as illustrated on the Generalized Development Plan which is attached hereto and incorporated Mein by reference. 1. On U.S. Route 50 a new intersection shall be created to allow the relocation of VA Route SW and to allow the intersection with a major collector road serving the WWW site. Work involved with this item to include left turn lanes on U_S: Route 50 westbound lane and eastbound lane within the median and right tarn lanes onto Route 803 (EBL) and the major collector (W' BL). The intersection to be stoplight controlled. The design for Route 803 relocation to be provided by owner. It is anticipated that the Route 803 .relocation will be supplied by VDOT f mdng. The applicant will be responsible to insure -that funding is in place at the time of the initial site development phase of the project since the Route 803 relocation is a requirement for initial operation of the commercial center. See item (1). 2. On U-S. Route 50, a new travel lane to be constructed on the north side of the . westbound lane from the termination of the WMC (deGiange) profs to the W western limits of the WWW, L.C. site. See item (2). Otevised 612=3) page 1 of 3. Two unsigua>ized intersections with US- Route 50 to be constructed at misting crossover points as shown_ This includes all work necessary to upgrade . the crossovers to VDOT standards. See item (3). 4. A major collector road with 5 lane connection to U.S. Route 50 and extending approximately 2900' to connection with the major collector to be constructed by the WWhester Medical Centter. The time and phasing sequence of this road will be determined at the time of Master Development plan approval. See item (4)- S. On VA Route 37 aax additional travel .Ime with transition shall be added to the northbound on ramp, in order to accommodate the dual lane left turn on - U.S. Route 50, eastbound lane constructed by WMC. Transportation items 1, 2, 3 and 5 shall be constructed during the initial site development phase of the project and shall be either complete or bonded for completion prior to issuance of the fast occupancy permit. In the event the _"rmchester Medical Center has not constructed. items 1 through 6 contained in their proffer of April 3, 2003 (as approved by the Frederick County Board. of Supervisors) then WWW, L.C_ - will case • this construction to proceed simndtanecrusly with items 1, 2, 3 and 5 above so that all Route 50 and Route 37 improvements contemplated by both of the proffers will be completed prior to issuance ofthe first occupy Permit at VnM, L.C. The applicant shall limit entrance ' connections onto U.S. Route 50 to three points as shown on GDP. The applicant sball prepare a traffic generation estimate for uses established by the Site Development Plan to be submitted ,for initial construction approval to the County_ The combined trip generation (ADT) shall not exceed 15,000 TPA (avea:age weekday volume) without further approval by the County. The actual trip generation from the project shall be measured by the WWW, L.C. %tnagementt armually, from data collected in May and �with results due on July 1 of each year, and be available for review as 'indmdual site playas and subdivisions for future uses are submitted for review by VDOT and the County The combined traffic impact from the 70 acre site is not to exceed 15,000 TPD " (average weekday volume) whew ement aclxW counts and proposed counts are added for cumulative total. If the cumulative total for any site plan at NVWW causes the total to exceed 15 000 TPD then it is agreed that the applicant shall not file additional site plant applications until the County is • sa#isfied that adequate and manageable levels of service will exist on state or internal site roadways. The SIC code system and the TIT shall be utilized for the subject projections. The applicant shall perform an updated TIA. . of the project interscctions'on U.S. Route 54 and of the Route 50/Route 37 interchange when traffic generation from the 70 acre site reaches 15,000 TPD (average weekday volume). The County may revise this 157000 TPD Hinit upward, without nmo"Cfi 1 n. of this proffer agreennerrt, should results of the TIA show -that additional loading is appropriate. 13iston �g Preservation • The -misting home (#469) to be characterized by historical report prior to removal. (Revised 6/20/03) Page 2 cf5 -The developw4d 1 thewbJect properfN and the :` iIli`s ♦1 of :siMasW DevelopmestPlanshall inclu& the following landscape desipfeatumr • 1 ' 1 In i • 1 / ! it andas illustrated ♦ 1 the GcnemUzed !1Ilt Plan dated i• June, t 2003 *6t t My ! • ifi.t a:pe green i i for f1 US Route t l l l Y;g' portion lthe; • iL (# 1tli • al lJ :1 ! v; traiL lidernal.parking, + r : M and it11.'i i •!.. f1 Mi 1iw ' .shall L! extend icloser1 :! 1 front 4 1t 1 ' line on. Route i li x,t of the E + t Fi of .ttHhtqftwie detad! • + 1 for i ' purpose of :sabhabing'a standard of i to • : implmnentW upm fifig I:s'f1 A. 1 / ♦ i) landscaped buffer . :.along ! • northdrn property l .if • sf>~.1e •v i • t . pin ' evergreen ftesor an ii plant,species, with whit pinft to be 1+ftem !i1i of four- fed.f hei& when :,t i 1 :! and i .Ili v1 at 1 . • i' fi :s ••. Qf i" �!�•i wi AR structues be desigmd • r ee he i lv�li• 'i:id i Materials! f .i•4 for the ficadesof f : •' t tat • : IYiE iridde but not be limited to I:I h art" itw:h`r it • ii ti C1 i•t.++, .i itt tw1 f :• blook, i } l- othershm&ted 't1 t M• e+' or shmAted woodand/orglass. buUdbw 't 1 1thedevelopment on the propetty ! . be cousbucted h i • !in : t i : .e v;t ct f .i 4e,and nr:t - ! : and sip:, a yr ►+i buildings shall beda skfi .+ style and raztimials. I. All buildings.w Itir the♦ • t :'. • shaft t • dovelopQd.cohesive:ni + ••i ' i f r+ 1 1 fi1! ! placement, i, tft : : r!t ! :K itt.:rfi i :i :ttl • • 1 ffin fifi :!1 tr:• trash tw`tr•? 4:1 M {;i .n i r!'•1 ;tt 6=1ation :11 • L:+ developmeA dements work together f xfiouS ' a Besflx6caRy. ' `iti+'1 !f i f ft[ . it t. :+ i shall be utflized I.:.i each 1 • •.t" ent ance,(tow. of to • :.+: r _ Nl r,r'.If: features. Sign / a al± " be }fit 1wf .t 0witbin tt1 • -SW laniumpe area' along US. Route 50. hdMdual,sips to be allowed per ♦ t t ui «: :i 11 : it +tlti tDamounce Wividwd usft. Onbuilding dpage to be the r' iri •.r :.•i •i ptypefor It • - I,i : .. No • rl :+ `ag3 t : be • W.! - t i lift i' i t t w Si :: The • • i «: i! recard :il • inclu& in. each deedas wel as provideR-edorick Courity vMha congAete set of t craft: and Restdcfim pursuant to site + :s !at ' •i 1 ! 1 • :►1 1 •v!' ' .: t 1 i • .t Rf.• 111 i l I! :a`t :+ 1 Jt t ' i • �': I1 =M4 •i.i t`i i +ri r3', n • 1 if . } J t: i h i : tilt, :lt:1 i Mt • 1 Property OWWSri : i s 3 •ill 'vt Ic;Dwlitions rehding to 1 • it nactive 0 V10Jx . 1 h gaaa+olio, ht. chty,.... Lw r surw•• w'uss c>.vlY !„__. C�eoteGhniCa7 Studv The .Applicant shall prepare a site geotechnical analysis and study for this site, as appropriate for the proper siting and -design -of improvements, prior to beginning construction of site improvements and buildings. # f �'_:_i �• til�1+ i r 1 � III I ' Iltr :�• ♦ ► 1 l " iI The undersigned, who owns the above 'descnl)ed property hereby voluntarily proffers that if the Board of Supervisors for the County of Frederick Vu*nia approves the rezoning for the 70.9065 acres, lying on the north side of U.S. Route 50 in the Gainesboro MagistesW District of Frederick County, Virginia from RA to B2, the undersigned will pay to Frederick County for the Round Hill Fire and Rescue Company the sum of $25,000.00, the Sheriffs Office the sum of $5,000.00 and the Administration Building the sum of $5,000.00 for a total payment of $35,000.00, at the time issuance of the fist building permit of the subject property. The conditions proffered above snail. -be binding upon the heirs, exeaftors, administrators, assigns and successors in interest of the Applicant and Owner. In the event the Frederick County Board - of Supervisors gr= said rezoning and accepts these conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County, Code. 3tespectf illy submitted, --- PROPERTY 0VRq R By By, Oawes R. Wmdns, Jr. C. Robert Solenberger Bate: 6 70'3 .Date: 14105 STATE OF V1RG•INiA, AT LARGE FREDCR. COUNTY, To -wit: The forte instrument was acknowledged before me this S�9day of 2003, by t My commissi n expires oy . Notary. Public + Page 3 d 5 (Rsviged 6M/03) WWW PROPERTY Genem ized Dev opme"r P11,1 . ;�3.+a':>:•.•-.>nr..:xsr7r �-'„.^y='a-'.+7�"x",.'',yz"n'-...,.*.e-•Hat--�-az1'.-'.`....`q^'r.-rY^'*r,-a� County of Frederick, Viroinca.�:Y R5 SCA Tr. V = zrV SHEE -5,0f'5 Z O IJ.J w co J T _I k 3 ZZ 0 Q Q 0 war 2 mow z W F_r- W,W o 60- Wg EN Q W W LLJ h v U a ��No � wo� _ w t- F_ Z 3:: 0 N = V) V) t` O L{� w J D f\ w � I- '� w Q F_ w n V) V M1► z U z 0 `'� y U W Z w (h _ 0 U CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the in accordance with i specifications for all work to be c facility read for use. Unless otherwise noted sec c completedc ty y , p� applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to: locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care In this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain at his expense, all permits required of this work and shall faithfull y adhere to the permit conditions imposed. i the Contractor's res responsibility 6. All grading for improvements to be confined to the project area. An work performed offsite s I a P PJ Y P Y 9 9 s of construction. prior ordering structures and tart c n 7. Cutshee s hall be submitted to the En ineer forapproval r o to d t sP 9 f t hub elevation. gg utility, or road and o fse b o I h is should show existing round elevntions at centerline of utI AI cuts ee s g g ty,, FREDREICK COUNTY SANITATION AUTHORITY 1. The Autho(ty's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from 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. 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 developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Autho(ty's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/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) .-he frame and cover shall be set to final grade. c) 1'ie distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. clAI' 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 X" and 2" 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 a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction moterials are prohibited within 20' of fire hydrants. fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION ,site Plan j' il:1i" 11ilIII, I•, I.II:,I{:i.m1:,:I, }1l,,,1Ii' !,1;•„r' ,.I I 1tI,lf. I,I"IIl, I,Ir int { II I !I 1,II I I I llli;ll ! : 1I tII.I o6,t� I fII ' ,I !II : 1 , II I. { • ,Ili fll 4!lil jlili{ Ali: III71 Gail-liesboro Frederick TMP 52-A-D Zoned." B-2 Proposed Use,," Commercial V1. All work on this project shall conform to the current editions of and latest revisions to the V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer Virginia Department ofTransportation (VDOT) Road and Bridge dge Specifications and Standards, trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum the Virginia Erosion an g o d Sediment Control Regulations, and any other applicable state, federal or dens' - dY as determined by AASHTO T 99 Method A, within plus or minus 2% of local regulations. In case of a discrepancy or conflict between the Standards or Specifications optimum moisture for the full width of any dedicated street right-of-way. At the and Regulations,h t e most stringent shall govern g g 'r direction of VDOT density tests shall be performed a ty pea ed by qualified independent V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on Q. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, these plans and/or as specified by VDOT. shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, traffic floggers be in Section 104.04(c) V16. The installation of any entrances and mailboxes within any dedicated street right - all control must certified accordance with of of -way shall meet VDOT minimum design standards and is the responsibility of the VDOT Road and Bridge Specifications. the developer. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including V17. Prior to VDOT acceptance of any streets, all required street signage and/or traffic signal poles, junction boxes, controllers, etc., owned by VOOT or private / public utility pavement markings shall be installed by the developer or, at VDOT's discretion, companies. It is the sole responsibility of the developer to locate and identify utility facilities or by VDOT on an account receivable basis following the Manual On Uniform items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Devices. 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 V18. The developer shall provide the VOOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of utilized within any dedicated street right-of-way must be provided to the local any field revision shall be the responsibility of the developer. VDOT Residency Office prior to acceptance of the work. Unit and total prices V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT may be obscured. land use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using the density control strip in and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and VfM-10. agencies, utility companies and VDOT prior to initiation of work. A certified compaction technician shall perform these tests. Certified copies of test V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for reports shall be submitted to VDOT daily, unless specified. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. duming the construction and testing of the density control strip. V9. The contractor shall be responsible for maintaining adequate access to the project from the V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the adjacent public roadway via a construction entrance that is constructed and maintained in V1,10T Road and Bridge Specifications. Density shall be determined using the accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. density control strip as specified in Section 315 and ViM-76. A certified Furthermore, access to other properties affected by this project shall be maintained through compaction technician shall perform these tests. Certified copies of test reports construction. The Developer shall have, within the limits of the project, an employee certified by shall be submitted to VDOT daily, unless specified otherwise. A VDOT the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment representative shall be notified and given the opportunity to be present during the Control who shall inspect erosion and siltation control devices and measures on a continuous construction and testing of the control strip. basis for proper installation and operation. Deficiencies shall be promptly rectified. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at (36) inches and larger shall be explored below the bottom of the excavation to the end of construction. determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum to placing pipe. Foundation designs shall comply with VDOT Road and Bridge thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is conflict points. encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be V22. Approval of these plans shall expire three (3) years from the date of the approval immediately brought to the attention of the engineer and VDOT. Work shall cease letter. in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these V13. All fill areas, borrow material and undercut areas shall be inspected and approved pions and/or as specified by VDOT. by a VDOT representative prior to placement and fill. Where CBR testing is V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed required, a VDOT representative shall be present to insure the sample obtaines is on these plans in accordance with VDOT?s installation criteria. Final approval of the representative of the location. When soil samples are submitted to private guardrail layout to be given by VDOT after grading is mostly complete. laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. III i ll tl I1 I! I _ Jill III _._ �.► Vicinity Map Scale 1 "= 1000' MAY 25, 2005 REVISED JULY 18, 2005 REVISED NOVEMBER 17, 2005 ,I. , I I.,I I ,I, ,u I ;I I I 1 } L I' p,. I .I I •. I I II i' I l I 'I: 1 I it I I 1� .I .l I I l �I 1 I i j I I ,1: r , I' I'I ,I ,I I i II j( I+lit IU? i' i ,Ilia Owner/Developer: Bank of Clarke County P.O. Box 391 Berryville, Virginia 22611 (540) 955-2510 P.O.C. John Milleson, Sr. VP LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 540 868 1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Liles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman RESPONSIBLE LAND DISTURBER: I NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 SITE PLAN 3 GRADING & EROSION CONTROL PLAN 4 LANDSCAPING AND UGHANG PLAN 5 PRORLES & MISCELLANEOUS DETAILS 6 MISCELLANEOUS DETAILS 7 PROI:TERS EROSION CONTROL 1. I`-:ior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works stcff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to ' to t subject project. of the land disturbance permit for the P 1 PJ 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections I as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with h the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve [own conditions. Patton H a r r i s Rust & A s s o C i a t e s, p C Approved by Frederick County Zoning Administrator Engineers. Surveyors. Planners. Landscape Architects., 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 F 540.665.0493 PSI H QF LJ� Site Plan Approval Valid for 5 Years From Date Shown Hence Date Z A ok MISLOWSKY, a NO, 020674 Project Number; 7 �4 ��Fssif) 11,., Sheet Number 1 of i I I I TOP=853.86 I INV. OUT=837.90 - _:- II } 30' VTR/SAN ESMT ! _ tf II II cV I; r o c i i RESIDUE �N'INC S E � ' �yE>Tr_R WAREHOUJING, INC. &_ SILVER LAl L. LLC P,/O ! T.I`/1. 52-((A))--B I IN ST. #030016328 67.0882 ACRES I ZONE- B2 USE: AG I RESIDUE PARCEL B ' C.L. ROBINSON CORPORATION D.P. 484, PG. 1202 1 I I I I 1 1 i Ii i I i I i i I ~-T i NI.. O u7 � !o I� i I I I I I� I I 42, I 42" T?CP (2:7) ��- TOP =850.3 IN\!. 846.0 (27") }INV.-�-844.75 (42") IN` 1844.65 i I4 i I oLIJCL 1O o t w f �Q (n �00 w NM (� U w W�0) Q i0 zo y� Q w 0 { � I 30 TOP=8'L3.2 INV.=8.7.7 INV.=847.6 .9RAPH/CSCWAF 20 10 0 20 40 ( /N FEET ) 1 inch = 20 ft. INV.=843.7 TOP=847.1 1NV. =843.4(15") INV. =841 .15(42") 2bb INV.=841.05 i I _ _ °-"z"N82'54'35' -----�--- ----60.2-5' //(004 CONN. TO EX. 4" SEW. EAT. i I CONN. TO EX. WATERMAIN - PROVIDE 1-22.5' ELBOW 6" WATER STUB TOO,0 MONWEALTH GROUP- WINCHESTER INV.=838.35(21�'' E: COMMERCIAL INV.=836.6(42") - TRACT 4 INV.=836.5 I 52 - A� 204 WNATERP?SM'T. ENTRAN < - _ _ R . SIGN AND BAR_�P__R'- VAT_E-) 4-2" CPP DEWAL --CG-9D- a 3 24.00' a REMOVE EX. 21 " STM CONN. NEW 15' CPP TO EX MH FLUME L 9 WITH 5/8" WATER METER s, GRATE j 1' WATER SERVICE =s CO 14H ASSEMBLY a FIRE LANE 9 WAY DONOTENTER 0° h AND STOP SIGN CC--9D (TYP.) 2 m `��? Cli 061 I SIDEWALK SUBJECT TO CHANGE B v' � WITH PROPOSAL OF ADJACENT - w w an, � 2 SITE PLAN. � i z 9TWER CO TRAFFIG� •da P 11.00 WARING FIXTURE 3 W Q'D N a N _ _ 'LEG T oo C .P� CG-12 a O POLE MOUNTED HANDICAP o S�p4. oo' PARKING SIGNS INSTALLED PER z FLAG S OGINIA STATE CODE SECTION 4 POLE - C-) 36-99.11. (TWO REQUIRED) co y v w i - " IW=837, 70 �5 $ h 0,00' 64.88' - '�� 13.72' 5 C ��lp - 16 00 ~ 41.69' U t p�, Ens t �,,, sa. w U a .` / `� 00 ' s , d' AP a x 0 A o 12.00 6.97' M/N. DO NOT ENTER SIGN i N �' S 15, RIZON ESM' 1 i ao, t I COMMONWEALTH �j ► GROUP-WINCHESTER L 10.00' tI 'N �, USE: COMMERCIAL I I ASEM�NT - LL, OU TLOT 1 52- A- G Z t 1.42 AC CL 4 v, Uj )� I i 50' B.R. BUIDINv SETBACK R LA DSCA A\- ti \ L-��ii AR T � BUS CANOPY (14' CLEAR) COMMONWEALTH GROUP- WINCHESTER USE: COMMERCIAL OUTLOT 2 52-A-H t 1.52 AC X. c KDO1z' LANDSCAPING AND WALKING �✓ �`� � C - � � �` ��, TRAIL BY OTHERS �\ VERIZ0N EE (PROPOSED WITH SP#26-04) 550.48' ADJACENT PROPERTY SOUTH OF RTE 50 NO ACCESS PROVIDED GLAIZE GEORGE W JR PROFIT SHARING U.S. ROUTE 50 - NORTHWESTERN PIKE 52- A- 253 R/W VARIES Zoned: RA 45 MPH POSTED Use: Resid L ESTATE I,S TRUST IM CIAL c 1 A /D/y n" cv A.n CA 1B :OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale 4 CONCRETE d - 2" STONE BASE MPM El"a �H N.T.S. TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 732 T.P.D. USE CODE: 912 LANES Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. 10' TRAIL (�O o S E E "_AiI) I E3Y D r s y -I. PROJECT SUMMARY TAX IDENTIFICATION NUMBER OUT LOT 52-A-D EXISTING PARCEL AREA 1.42 ACRES DEVELOPED PARCEL AREA 1.21 ACRES ZONING B2 ADDRESS CROCK WELLS MILL DRIVE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.2 ACRES SETBACKS REQUIRE p PROVIDED FRONT (RTE 50) 50' 164.16' FRONT (RETAIL BOULEVARD) 35' 64.88' SIDE 0 41.69' REAR 0 164,16' PARKING 5' 11' BUILDING HEIGHT 35' (MAX.) 24' CANOPY HEIGHT 14' GROUND FLOOR AREA 2760 SQ.FT. NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED 0.04 MINIMUM LANDSCAPED AREA 0.18 AC. (15%) LANDSCAPED AREA PROVIDED 0.26 AC. (21.4%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/300 SF) 11 19 HANDICAP SPACES 1 2 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 0 21 PARKING LANDSCAPING PAVEMENT AREA 37.777 S.F. PAVEMENT TREES REQUIRED 19 0 1 /2000 SO. FT. PAVEMENT TREES PROVIDED 19 INTERIOR TREES REQUIRED 3 (®1/10 SP.) INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 22 TOTAL TREES PROVIDED 22 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE, 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1: 50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1: 20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C, THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE PRE MARSHALL 11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117-1092, ACCESSIBLE AND USABLE BUILDINGS AND FACALITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 12. NO DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE CLEANING SERVICE. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 21B/2" SM 12.5A) • . • • . • . - PROPOSED CONCRETE AREA . .................... PROPOSED GRASS AREA .................... L� J PROPOSED EASEMENT AREA • . • .... • • • • • • • .. • . • .• FIRE LANE . ...................... _ UTILITY PEDESTALS . ...................... - 0 0 EXISTING STORM DRAINAGE & STRUCTURE • • • • • ... • • • . • - PROPOSED STORM DRAINAGE & STRUCTURE • • • • . • . • • • . PROPOSED WATER MAIN . .................... - --; W; EXISTING WATER MAIN . ...................... _-_ iy PROPOSED FIRE HYDRANT ...... .......... ..... PROPOSED GATE VALVE & BOX . .... ........... IN -4 wi -- EXISnNG SAN. SEWER AND MANHOLE . .... ...... ..... --- lJ - PROPOSED UNDERGROUND ELECTRIC SERVICE . • • • .... • • ... UGT i PROPOSED UNDERGROUND TELEPHONE SERVICE . • • . • .. • • • • .. TEL r - PROPOSED GAS SERVICE . . ........ .. ..... ..... �GAs` PROPOSED SAN. SEWER AND MANHOLE . . . . . ... . • . Storm Intet Summary Str, No, Inv, In Inv, out Top Etv. T ype Throat 1 836,93 836,83 840,75 DI-1 -- 2 837,32 837.22 841,95 DI-3C 6 3 837.61 837,51 842,15 DI-1 -- 4 838.04 837.94 842.25 DI-1 -- 5 838.32 838.23 842.65 DI-3C 6 6 -- 838,72 841.85 DI-1 -- 7 -- 837,76 841.95 DI-3C 6 Culvert Summary Culvert Inv. In Inv, ❑ut L<f t) DCinJ SC%) Type 1 836.83 836.70 26 15 0.50 CPP 2 837,22 836,93 59 15 0,50 CPP 3 837.51 837,32 37 15 0,50 CPP 4 837.94 837.61 65 15 0.50 CPP 5 838.23 838.04 39 15 0,50 CPP 6 838.72 838.32 81 15 0.50 CPP 7 837.76 837,32 88 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SM❑❑THC❑RE OR EQUIVALTENT, J \R�1NIq J � ZO �W Z Q o war 0Y Low 0 Q cD F- Z _ UO -WO v� ; d ; LJ0W a li 0 O U �lj o ow oo a� U Cc Q 0 Q Q0 O o I N 0 Lf') tl� v -a 0 o Q 0 p "' r- -1 ry Q co cfl 06� Q�0) o; �- _j �, d �CL ¢v1H LL fn vi O = C0 } C u� O *.p(D a L.Li w F- 0 0 � z U ,Z► o W� w Q U Y Q = �a Z W � Z � 0 M d w 0 o o r 0 L I O w t` cn V) N N LL _ Q wll O LLJ 0 C) N w W I- LLJ LLI O 0 Ld ¢ w ry w cn o cn cn Q Q o []f V V) � �0 cn Q U 0 z o o Z Y Z U 00 z w � z _M 0 o U E .- Grq,4,PH/CSC.4LE 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. EXISTING STORM DRAINAGE STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB- &- GtM .......... DRAINAGE FLOW ................. EXISTING. -GRADE ................ PROPOSED WAN .............. PROPOSED EASEMENT AREA......... . PROPOSED -SILT- FENCE ............. SF SF - INLET PROTECTION . ............ IP IP LIMITS OF DISTURBANCE .......... I N PNM ,» LOD DRAINAGE DMDE............... EC-2...................... S T ONE CONSTRUCTION ENTRANCE Z- VDOT •1 I �� POSITIVE DRAINAGE COURSE AGGREGATE B 70 SEDIMENT i TRAPPING DEVICE • MUST EXTEND FULL WIDTH OOF PERATION PLAN AND EGRESS PLAN VIEW FILTER CLOTH KLIMUKLLU 1.UNLKt IL SECTION A -A SECTION B-B EXISTING PAVEMENT 5:1 Z MOUNTABLE BERM (OPTIONAL) 10, MIN. EXISTING PAVEMENT 10' MIN. 3• MIN. 3' MIN. )MAIN JYHI.t SOURCE: ADAPTED from 1983 Matylald Standards for Sod erosion and Sediment CanLrd, and Va. Dw SOURCE: VA. DSWC Storrs Inlet Summary Str, No. Inv. In Inv, Out Top Elv, Type Throat 1 836,93 836,83 840,75 DI-1 -- 2 837,32 837.22 �841,95 DI-3C 6 3 837.61 837.51 842.15 DI-1 -- 4 838.04 837,94 842.25 DI-1 -- 5 838,32 838,23 842,65 DI-3C 6 6 -- 838.72 841.85 DI-1 -- 7 -- 837.76 841.95 DI-3C 6 Culvert Summary Culvert Inv. In Inv. Out L(ft) Nin,) SM Type 1 836.83 836.70 26 15 0.50 CPP 2 837.22 836,93 59 15 0,50 CPP 3 837.51 837.32 37 15 0.50 CPP ---- 4 837.94 837.61 65 15 0.50 CPP 5 838,23 838.04 39 15 0.50 CPP 6 838.72 838,32 81 15 0,50 CPP 7 837.76 837,32 88 15 0.50 CPP NOTE ALL CPP IS TO -BE GRUMPLER SM❑❑THC❑RE OR EQUIVALTENT. Stabilization+ All disturbed areas not paved shall receive a min 6 In, topsoil eded as f ollowsi ((Fescue per ac. is tu, rtnnual Rye per ac. 1000 tbs. 10-20-20 Fertilizer per ac, 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilizationt Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as followst 60 tbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac, (October through April) 450 tbs, 10-20-20 Fertilizer per ac, 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence, CONSTRUCTION OF A SILT .FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. Q�( FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOA' /// EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Plate 3.02-1 SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Contra, PLATE. 3,05-1 SIINaTow & TVA BLOCK Inc GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN WATER WITH OVERFLOW SEDIMENT SEDIMENT GRAVEL FILTER WIRE SCREEN / 2' X 4' WOOD STUD FILTERED WATER IS CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3. #357 OR #5 COARSE AGGREGATE PLATE. 3.07-3 SOURCE: VA. DSWC ' �I��Mal �011t +1 9 • 1 1 _L '.1.ve, 411*1 f0fTfIt VW flgtPr`rt Iwo CHI 7 ' • I 1 FF G1EM�iD 1` f 1 Pw CIR CX SUIT PLATE 3.07-8 rAi1• SIM nftLY ANCHOR SLOT I TERMINAL FOLD wNt eo1L nrr.r +1� sa. TIN•+�+� t�r1► fMNlr r N CHECK SrO? JLWTICIN SLOT r fN} 1' Wort JUNCTON 9L�?T a I Y3/FAK]11 C-C beftW2 Waft PLM VIEW • aa+ ts�r:Kr° °.w "r STAPL*4 DIAOR,w i iare �t�ts +.�i A�1� rr�rult SOL RETENTION MAC' JJTE MESH GENERAL NOTES-, t RAAeE dI f1AM�ItI yaw StalME YAWS V"0TtC"4 COM9 0 cowullt N PLOML 3. Jam #AM tw Six IKY19uF M SON heMNLIn *ft Tf! SNwZ0 0 6 1tVto 6 tooll� t i zCP10 IN Of TM[ ft" a AbblI MM "l * Iff U" AT TW tl"410 a' 1W CC rCM oft at OY,"r 4. *arm or mapt^ ow wMlr ► u 10"M ftew m ev NOMEWS aF irT-TO•' STML[# 00 0"" MMINIR+Gna"s at'm IIRIIiM m oft ow Dowe ININ•' 4 offs tw. tt :iG UTUM FOR TW %TIRES S+IQMMi. S, ro SOLMICES iv Affl m MIAn4% SIZE ►MM 4M110Wo t11000C11 LW *OR SMi141:41 Is"CaN.- PROTECTIVECOVERING INSTALLATION CRITERIA IrNA2 '+ K9'AfFllrftt .d TA4�IDRTATM7M ta• () F- z w I- o O _j U " Ld o z z aw a¢. Q U ow w w 0 W n nz w Q III to J a Y O -j �wzC! Qmow ZW 20 wo V- N r " d n LWL. O o U �� o Of +��rwoa 0- _ v vi U � L Rf `L 6, •Y Wj� 1 _ O Q I C) {JI Ln -0 CD (D Q C)O N O J Q c0 Q0 0 > 0; 0) J 1W �� _ N� N4In n- v LL N vi .Y L- L 0 L Q) y o(D 4a aD C Cc Q' CL I �..� 0 O Z Ci Z o W CC U U U Y W W Y a Z Z U w 0 o Ix L / V) U)N 0 -C:) M LL J f� w > fr_ (n w I.1 ] J Q U) I w w 0 Cf) O" z Q (0 o V_ 0 6 (wn � = __j C) im I U G: 0 O w G nEn LLl a I �J \ p!j t w \ o cm w MAJ w ,�•� rn z� c? � Q _ Q w 15' W IERIZON __I _ A L K ,'I -b 0 111 `0 4 Ia { HIGH CREEN NOT REQU RED ONG RE AIL BLVD. RIGHT - IF -WAY TO STEEP SLOPE AT SITE. RETAI VD. IS 1 FT. ABOVE PARKING LOT I I COMMONWEALTH EVTION. { GROUP—WINCHESTER USE: COMMERCIAL I I OUTLOT I 52—A—G t 1.42 AC m Li 1 in nn a',0 0' BU DING SETBACK & LA I)SCAP_ FFt EN \ I 4 '4 Rl TING__lL 16 � \ SIDEWALK SUBJECT TO CHANGE WITH PROPOSAL OF ADJACENT SITE PLAN. ) q� D Z ZN� i Ilk iA COMMONWEALTH GROUP— WINCHESTER USE. COMMERCIAL OUTLOT 2 i j 52—A—H II f 1.52 AC \\ VERIZo.E T N 550.48' ADJACENT PROPERTY SOUTH OF RTE 50 GLAIZE GEORGE W JR PROFIT SHARING U.S. ROUTE 50 - NORTHWESTERN PIKE 52—A-253 R/W VARIES Zoned: RA 45 MPH POSTED Use: Resid GRAPWICSCWE 20 10 0 20 40 ( /N FEET ) 1 inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE PLAN #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES @ 1'-6' O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE 1' TOOLED EDGES HAND RUB FINISH ON LIGHT POLE BASE WITH COVER PLATE SURFACE OF CONCRETE�� AND FILL IN VOIDS. SMOOTH f1NISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. BEARING GROUT ANCHOR BOLTS FURNISHED FACE OF a'—o„ PROJECTION WITH LIGHT POLE. BO BOLT SIZE CURB GRADE y CIRCLE PER MANUFACTURER'S RECOMMENDATION. 8' GALVANIZED GROUND 1'—$' 9 CONCRETE BASE ROD. BOND TO POLE. 3 STEEL REINFORCEMENT ---.,I I VrF P.V.C. CONDUIT AT 2'-6' BELOW GRADE TO PANEL. TIES ®1'-6° O.C. #4 STEEL REINFORCEMENT `° I I '� `" NOTE: BARS `" ALL UNDERGROUND WIRING TO BE IN NON—METALLIC CONDUIT a j :6 1 VV NOT TO SCALE LIGHT POLE FOUNDATION DETAIL J,o LITHONIA KAD 40OW MH 3-flXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling rapes Remove top of wire basket —� Widen and score hole wall Remove container and cut circling roots if container —grown, or as much burlop as possible if field grown 1 f +oas minamm-5 ► a � Leave solid soil pedestal - do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water p: 4. UNAMENDED backfill soil Q, ..:. Partially backfill, water to settle soil, finish backfilling Area for water drainage ALL PLANTINGS SHALL CONFORM WITF 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES, PEDESTRIANS, SHOPPING CARTS. DEAD OR DYING VEGETATION SHALL BVE REPLACED AT DIRECTION OF ADMINISTRATOR. REPLACEMENT SHRUB SIZE CONSISTENT WITH TAHT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. REPLACEMENT TREES AT 0.50 CALIPER ABOVE 2' FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per cc. 12 lb. Annual Rye per cc. 1000 Ibs, 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 Ibs German Millet per ac. (May through September) 60 lb. Annual Rye per cc: (October through April) 450 Ibs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE AT PLANTING SPACING QUANTITY ACER RUBRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 11 OUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 11 ILEX CRENATA "HETZ11" HETZ HOLLY 36" HEIGHT 3' ON CENTER 46 J \R�1Nlq J Z 3 Q o 2 wt (Y W o g,, Z �' ¢ 10 1 � S VO �W0 (n r ir-N Q �Q U) OLLZ ir0w ] A. a Iw o U �yj U o Of _ - v � U (D U) :'_' Rt Q v Q 00 O o I N U U) u7 p O �t Q U �O N O J ry < 06 0 � 0') � L J 51 ¢ N G O O o Lo a r__ n U F- ti t!! cn O L � L Q) T O u t'if U' a L Lj 0 Z Z < Z 0.0 <( Z 0 W 0 Lr) Z J w J r 0- J O Z U Z o� W U) Y O W U Q Ix � GC Q = ma W o Y a Z Le Z t- D 0 U w 0 Ix o Ix0- 00 F- r` o LO Z O N Z �_ �� \ w r- r- � 0 o w d' w z w o Q Y � a M Q U = w o U) U) � o LLJ 0- Cl i w o 0 QU z o o Z Y Z 00 0 3: v C" Z w � _ Lj _j 10 0 U LL_ r CAST,x�• 1N 1nUCE /2'�NOTCH MATCH DXim CURB ELEVATION EfitER SIDE G a Q_ a G a u MWO GRAW 32' WIDE UNGiH AS FFIM �- NOTCH CURB 4' x 1 1/2' BOTH SW It CONCRETE CURB AND 111 W Q Q 4' 21A SECTION THRU CONCRETE FLUME 01-t V? SECTION CAST IRON I/: sEcnoN STEEL NOTES 2-7,L 2%' x 2'/s" x '/I" 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lugs to be 1 3r/1 �^ 10'-4' long FFORADEPTH GREATER THAN 10' USE STANDARD Cost with colla B 8 2. THE "M' DIMENSION SHOWN ON THE STANDARDS A ---- A j AND SPECIFIED ON THE PLANS WiLL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. CAST GALV. -7' "H" {L IRON STEEL One welded PLAN CMIEN'SIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL _Jet Iant OWW-40NS SHALL BE DETERMINED BY THE r a Optiatol :�+ 3 �_ 43.6 lbs. CONTRACTOR FROM FIELD CONDITIONS, Bruce Ribs including ilduding Weld of 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS ---- tugs txrrlectors connectors TO 8E SHAPED N ACCORDANCE WITH STANDARD to collar IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING 15 TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 9'/i'!�7' 9'/i' V2" x 1'/2 : 4•' Lugs-T� I/2 x 4" 4. N THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE --"- - Stud Stleor Stud She conn4' STRUCTURE THE INVERT OF THE STRUCTURE SHALL MORTAR oR o , s'/z^ , Po A NT RUC URE T ��2 SHI IN THE STRUCTIXtE, THE COST OF FURHASFdNG PLAN f AND PLACING ALL MATERIALS INCIDENTAL TO : e MET SIN~ IS TO BE INCLUDED N THE 810 (Grate Removed) n 1 PRICE FOR THE STRUCTURE. 2' SECTION B-B 5. STEPS ARE TO BE PROVIDED WHEN H r5 4'-0*' OR GREATER. FOR DETAILS SEE STANDARD ST-1. DIMENSIONS FOR COLLAR DETAIL S. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY ` 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 4•-2" D I TO ABUTTING CONCRETE TO PREVENT Hadwae Cloth 2''6" SETTLEMENT. N LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD 2 T� 3" Diameter I'-3" T-01-3, 4 FOR ALTERNATE DESIGN. 1 weep hole See Note 8 " a 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 14' MESH OR GALVANIZED o ggg pp's P --4" depth Aggr. ODDDDDDODDDDDD STEELAD1� 114 OANVC1'iOkEO UMBER WIRE,4MESH Collor 069, s 78 or C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. x t2.: Its x 6" .lath ,� DDDDODDDOODODD �N 9. CAST N PLACE CONCRETE iS TO BE CLASS A3 PRECAST i0 BE 12" 15"-18" a 24" DDDDDDOOODDOOD CONCRETE IS 4000Psi. M I'1 - "t • D 10. ANY ALTERNATE METHODS OF ANCHORAGE • MAY BE THE APPROVAL OF THE ENT � � • a • Q . DODDDDDDODODDD PO MAY BE SUBSTITUTED FOR THE CAST RON • LUGS AS SHOWN HEREON. SECTION A-A��'L .� CONCRETE QUANTITIES FOR MIN. DEPTH- a-1�-- 12~ concrete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yda. Concrete IB" Concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.8t7 Cu. Yds. concrete GRATE DETAIL Add 0.469 Cu. Yds. per odd+i6ondfoot of depth. APPRO)3MATE WEIGHT Cost iron Grote 363 ± 18 Its STANDARD DROP INLET 1211 - 24" PiPE- MAXIMUM DEPTH (H) = 10' 233 ViRGNIA DEPARTMENT OF TRANSPORTATION 302 t04.Ot I PB-I iNSFRT1 SIX, SHRPT A 1 s 1 GENERA_ I. VETH00 'A' PIPE BEDDING SHALL BE USEC FOR ALL TY=ES OF PIP_ CULVERTS WITHIN THE APFL`CABILL IICGHT OF CDV-R RA\GE NWEC IN THE STANDARD PC-1 TABLES JNLESS OTHERWISE NO-=D ON THE PLANS. 2. H • HEIGHT CF COVER, MEASURED -ROM -OF OF CULVERT TO -INISHEC CRA E. 3_ b • EXCAVATION DEPTH AS SHOWN ON PLANS OR TC FIRM BEARING SOIL, CIRCI,LAR PIPE JUISIVL DIAWIER UI- FIPL. 2. d INb10E DIAMETER DF FnJL. 3. X - WDTH OF CLASS I EACKFLL UATERIA- BEYOND THE EXTREMITY OF THE PIP-c. X - 12" VHILR- d 'S LESS THAN 36", X 19- VIHERE o ;S 36- AND GREATER. 4. J/HFP,F "11RFCTF-) FLY TAF FNCIJFFR, RFDDI\G VATER AI_ MAY gi_ ELIMINATED FOR NORMAL LAVIN FUUNUA:ON� UNDER RUUIINE LNIRANCE PILL !LXCLPI FLASIIC PIPE) 30' .ANC LESS IN DIAMETER VATII IEIGiIT CF COVER '5'OR 17SS 5. REGI LAR BACKFLL MATERIAL i AY B USED IN LIEU OD' CLASS DACKFILL MATERIAL. FO't AL_ =OUNDATION TYPES FDR ROUTPJE ENTRANCE PIP= :EXCEPT PLAS-C =1PE) SO- AND LLSS IN D1AA1 I EH !/' I H H_IUH Ut CUVEK TS' UR LLSS. 6. BLDUINC MATLRIAL AN.; C_A=S I HACK -ILL MAILMAL MAY BL 'tLMNAILJ FOR SHUULULR SLOT IW FT (D-13) WTI F RIFFS INSTAI IATIONS, E-LIPTICAL PIPE I S 1 (XUTS!DE SPA\ DIMENSION OF PIPE. 2. S2 INSIDE S-TAN DIMENSION OF PIPE 3 R - CUTSCE RISE DiMENSICN CF PIPE 4. X - MIDTH Ul' !;LASS 113.ACKFILL MA LMAL B-TUND IHL EXINLVEY OF I-L PIPE. X • 12" WHERE - S LESS THAN 16" X • 16" WHERE S2 S 36" AMU GREATER 5. 'WHERE DIALECTIC BY TIME ENGINEER. 'vDD ING VATERiA MAY DF E IMINAT"D TOT:' NORMAL EAAiH FO,,NDAT'ONS UNDER ROJTINE ENTRANCE FIFE WHERE S2 IS 33' OR LESS AM HEIGHT OF COVER 15' DR LESS. 6. REGULAR BACK�TfL MAILS AL MAY B_ USED IN LILU OF CLASS ( BACK -ILL MAILWAL FUR ALL FOJNAA-ION TY=ES FOR ROUTINE ENTRANC_- 'IPE 'INHERE S2 5 38" 0:i LESS AND FEIGHT OF COVER 15' CR LESS. FIPL MCI- 1 r - SPAN 014FNSI')N DF PPF. 2. R RISE DIMENSION 0= PIPE. E - SEE 'C-' -ABLE FOR AFPI ICARI F P PF MATFRIAI 4. x - WIDTH OF CLASS IEA�KFILL NATEP.IAL BEYOND T-+E EXTR_MIT" DF THE FIRE. - 12" INHERE S2 IS LESS THAN 36'. > - t8" 'INHERE S2 IS 35" AM GREATER 5. 'N'-ERE DliECTEG BY IF[ E4GI\EER. EEDDING WATERIAL MAY 131 CLIVINA-CD FOR NOPmAL =ARTH FOUNDATIONS JNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35'- CR LESS AND ALIUHI U= COVER 15'OR -LES. 6 RLGULAH BACY,=1-L MATERIAL iAAY BE USED IN LIEU OF C-ASS I BACK=1_1_ MATERIAL FOR ALL FO_INDA-ON TY=ES FOR ROUTINE ENTRANCE PIPE 'INHERE S 'S 35" OR LESS AND FL CHI W ::UV=R iJ' UR LESS. INSTALLATION OF PIPE CLLVFRTS A.Nr� STORM SF0vF,-_� ) FEFER-4CEN NEW 1 GFNFRA NOTFF) 302 H17 O^VIP.^.N.IA fl=P<.RTt,FN7 7f TP. ArJSPARTATI7N 303 EX 85 845 840 835 ■ --- _.._--__� `T -�- PROP GRADE { \ I I� - C2 + C6 _ _____J59'______ .._ ___' C3 65' I FC5 - C1 26 0 6.50 % , 37 I 0 , 0.50 % CPP @ 0.50 %®0.50 I 5" CP I15I ,� LEER 1 -- 0 50 % 15"1 CPP �-�-------- ( 15 1 CPP 1.5i MIN CLEAR I _-00 1l _____ _-1 y. �Q) � j- Op (1 z cci C1 M�0 to M M ! � c(0 0)tiI� .-,r<�� N00� (OCo OOF"Z ^ . l~ f O Z11 � co "co�� N� 1j1 111II Z3 � 11 H 11 I N00 11 NCj1 U-) II '.4- 11 NQ �� 11 ZO^ ! 11 ZO 00 ._� IF, ?O U� II ZO �» I� �O�Z +0�2Z '{'O O ��O I O i _ . -" � � _vI- 0+00 0+50 1 +00 1 +50 STORM 2+00 2+50 concrete pad V-6• sq. x (r deep 4'store --_: ___ Fill screw" lve box adjustable vat" Wmin. location marker Stone valve megalugged a main >� megalug trust block 1 it a 24' 8'x 8'x 16' sM block (tor valves 12' and larger) Note: this detall Is also used for butterfly valves GATE VALVE Figure 7 2 � ( 7� j �� 850 845 P -I-++1 845 845 O �t- LC) 00 rn00 t+j 00 _-�l O II O CL >; I +�� I +O>�� I +Q� �OZ oaf-? 0+00 0+50 1+00 3+00 0+00 0+50 SANITARY LATERAIL STORM GRAPHIC SCALE 50' 25' 0' 50, 100' 1 INCH = 50 ft. HOR1Z. 1 INCH = 5 ft. VERT. 0I-3A38.3C EXPANSION FOR DETAILS OF INLET x J�(T EXPMf9tO14 JOINT 3-1U FFRAMESEE T& COVER IC-2. BACK OF SIDEWALK Byes 4• 2" _OAn - A1t4 f BARS B 1'1 W r V r 1 ' - ;; D BAR FACE OF CURB tROiE 5 JOINT GUTTER CRACK CONTROL JOINT 8o PLAN if SECTION A -A 6' ['--A r KEYED COAST. JOINT L-VAWSLE - MAX- 20' _ 3, 2" PUTT R r--18 B A �APPTRO� H r I-- - --- --------------------- --- G. I --•- ' BARS F"BARS E L,.. B it : *Y' DIAMETER " BARS R5 E WEEP HOLE FRONT ELEVATION BARS F " r-8" -- -- ---� (GUTTER REYOVEDI 3' O" ff;' 5xy,• eErtT PLATE SECTI©N 8-E3 "R TYPE A NOSE DETAIL SHALL BE USED WiTH GG-3 >k GG-7 STANDARDS, • 1/i '. ' • �11/2[�/4" ► r.ALY [tu TYPE 8 NOSE OETAL SHALL BE USED MATH CG-2 STANDARDS. TYPE A TYPE 8 '/1" X 4- STUD SHEAt CONNECTOR KLOED GALVANZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF Fi8•30' TO ANGLE IRON AT 7C-C_ CONNECTORS AND iS TO BE ANCHORED WiTH 1/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO KNT PLATE AT 2' C-C. APR. PAVEMENT D1F3A L N DI-38 L DI-3C L WARPED PAVEMENT no 0 TIN = I x 1 Low FLOW I 1 FL4ld •t"_ �0 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMNETRIGK SHEET 1OF 2 STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 04.09 I 840 -COV ER 840 C7 840_-- 6' SDR-21 0 _, 0 0.50 % 4' j 15" CPP w ti � 835 835 C3 UE F-- g i cl- t0 U CV �1\U 00 0+00 Lxu n LO00 °° tnr�r7M �rj WATERLINE O za 14- \1 I aq O ;:co00 ! I - 41 � OOI00 1�1 U 1 0 U��O CL - concrete thrust block 6' de. schedule 40 steel pipe tiled icrxx low %. 3• aril painted yellow r ty,= 18' ells .N - fy � 1'-6' conembs \ BOLLARD DETAIL direction of setting to be approved prior to Installation I as -r-quired rc0ncrets pad 1'•s sq. x 6' deep I screw typa adjiustable valve box locator marker FIRE HYDRANT ASSEMBLY Figure 8 medmikai joint swivel tee with 6-brench z k PROD GRADS RA0 - o 31' 1.00 % SDR21 -.--- -- 5, 0 " PVC 1.00 % SDR21 4" PVC S0421 O O tci Zls , h 8,O to� trj 0000 L�i n t1b II OD n co' nl II '� !,1~ ICI z0 �O cc) If II If CL OZ general back (see rate) • r • r . Z` NOTE To be compacted to 95% of ASTM De98 rrutxkru m density TRENCH & BEDDING Figure 1 TABLE OF QUANTITIES soled baddill nobs) 2 O.D. select bac liil note) R finis Red grade VALCO,Inc OQ� Fig. No. 71 BOB with ld marked oho 'SEVVER Ixmom! of box SDR 35 gasketed bell wye sankery ( note): sewer main SDR 21 �. cast iron deanout Cap With brass /plug must be W from the top of the screw type adjust" bolt aglmre concrete skid Pad 2t'Yx 20'x 6' deep cast Iron demlout cap with brass plug having a countersunk square hand Panella Model PA4SV-CSK (47 SDR 21 - cleanout pipe brick base SDR 35 spigot by •, SDR 21 gasketed `ball adapter SDR 35 gasketed bell 4T bend �-- 6-stonebedding NOTE : tf top otsewer make Is greater than 16 deep, then wye aril bond to be heavy wall SDR35. SEWER CLEANOUT Figure 16 METER BOX and COVER METER SiZE METER BOX METER BOX COVER S/BN314• or 3/,r18 In. DXa_ Non -Traffic M32C-F'W Traffic A32M 1' 24 In. Ma.Non•Traffic MC-30 (Fame) WITH RML-1-T (fop Lid) Traffic MG-30 (Frame) WITH RML-12-T (Top Udl op pkx+ite Side COPPERSETTER meter Sae Opposite Side Same Side 5/8"x3/4' VBHC72-18VA),- -84 VBHC82-10WD4444-B4 3/4• VBHC72-18WO-44-44-B4 VBHC82-18WD•4444B4 1' VBHC74-15WD.44-94-RA - A - INSTALLATION NOTES: 1. Exact kxaUort of meter box assembly to be approved prior to Installaffors. 2. Water service crossN street: a) Encase In 3' dameter SCH40 PVC or SDR21 pipe. The piping shell nm from one foot beyond sidewalk, across ft street, to one foot beyorx) sidewalk. b) Instal 12 gauge Insulated copper wire (for fine baring) from oorp, 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). 5/8'k3/4% 3/4' & 1" METER INSTALLATION (4 FOOT COVER) Figure 5 a-aA.ae.3c momY_ F • ri: �/��.Yi:.iiA11� ' .'"� ` '.a.L. t SI+SI:.i4� 113'3.yiftl;�tCl'�m"iff4#�afltt *Lt3 TIE III111 11�a1�w�r�Iw�wOs��wI01�wQI> IglMalil� i>f7 irmIllp-M QWWI t ©ifllii�©!•i[�l se-'I�i��©' ©©ii�i�i ri� fIC•��1�i �eiIIIIIIL� :• r IIfI�®..�©I�'�'�© 'r' �flw�irl7 i!��llr F�fllrc'Iiz�Iilidis l■II :�wr � $ii• �i»i �17 i CFAI d TZ'fiiiR�fa".i•flfr 7: er<•NIMN mums©fKE�NEM Jriii•l�r+��®i0 i�il7�i��i�fltiil i ��fl''�• r.�l�SiE�fE1�uiQ�i�':1fi.��'�i.II17)iC�.:� 111111PI.7RAN mmm. Farw;i I;�E'lIIIII1 III: E3�3i�71�F7� �d�'i 17 r"tea.rau...r t-.1:>It.�..1r��tai�.��il•- �n.r•Ir�1l�e�,��t.d. �2INIM I I�t �Rs�Iii�'Js .t�Q.�� r*J��i�.MJt��fllcas�J[.1�� «ael��iw�t�©il,rrr`v lrIlilI; 11�irs'. NOTES 1. DEPTH OF INLET IN) TO BE SNOW Ott PLAIN 7. 0 4 X 8r SWOTH OOV ELS AT APPROXIMATELY fry THIS AREA MAY BE EAtTTHEN, IN WHICH CAM Ir C-C TO 8E PLACED IN ALL AREAS ADJACENT THE EXPANSON JOINTS t11M.L APPLY ONLY TO 2. THE 'w OWNS" SwDwN ON THE STANDARDS TO ri6UTTING CONMTE TO PREVENT CLIMB MD GUTTER - AND SPECFED 04 THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL M, CONCRETE OWWT(MS SHOW14 ARE FOR OEPTH PPE TO THE TOP OF THE STRUCTURE, NL 3" DtiIMllETE.R WEEP HOLE TO 8f LOCATED TO (H) OF V-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMEINg10t6 ARE IPPRO)MATE ONLY PISS OftlYN IIAT WEEP I1 E WFTN DISPLACED BY PIPES MAST BE DEDUCTED TO OSTAN TRUE pUMNTITIES. FOR INLETS Of FOR ESTIMATING 00 THE ACTUAL DIMENSIONAL; SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD C'OMnOW, 12')(t2" PM HAIiDW CLOTH V4 MESH OR GALVANIZED STEEL iII MNYt1ty1 *IRE DIAMETER aW' MWM 4 111ESHI WROWARE Oi:FERE3(T DEPTHS MD OR SISTRACT 0.32 CUBIC YAMS OF CONCRETE FOR EAtH FOOT CLOTH AIW:NO 6 FIRMLY TO THE OUTSIDE OF DEPTH_ S. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WiTH STANDARD 17. LENGTH OF AICLE IRON AS SHOWN ON SWEET 1 IS-1, THE COST OF FUR N SHIM AND PLAC MG ALL 9. ALL f(E OfICING STEEL SHALL HAVE A MIN. OF 2 iS TO BE L+15" AT 4.10 LM/FT_ MATERi1111.8 Ir1CRDFJTTAL TO THE SHAPING IS TO BE COVER 2'. NCLt11" IN THE BO PRICE FOR THE STRUCTURE. 18. * TES LENGTH OF ONE (1) BAR. N THE EVENT THE NVERT OF THE OUTFALL � ALL RERiOR ,MEP O STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2". 19. ALL. REINFORCING BARS TO BE 4t5. 4. PPE IS HIGHER THAN THE BOTTOM ({FF THE STRUCTURE THE INVERT OF THE STRUCTURE % M.L BE 64APE6 WiTH CEIENT MMTAR TO 1L CAST -IN PLACE CONCRETE iS TO BE MASS A3 (30W P50. PRECAST CONCRETE IS TO BE 20. WHEN i*IT IS USED N 4'-0" W", SACK OF INLET IS TO ■E SHAPED TO COWCRM TO PREVENT STS40PS OR PONONG OF WATER 4000 PSI, PROPOSED CUR& N THE STRUCTURE. THE CAST Or FUMOSMW, AND PLACING ALL MATERIALS *ICIIXNTAL TO 12- LENGTH OF SLOT (L) WILL. N EVERY CASE. BE THE SHAPN(T tS TO BE N(2.IX1E0 IN TIE SHOWN ON PLANS PRICE FOR THE STRUCTUM. 13. F INLET IS CONSTRUCTED N MEOIAW CURB CR 5 Sl ARE TO BE PROVDED WHEN H IS 4'•(" WITH HTEGRAL 0M, GUITTERt IS TO BE OR GREATER, FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL). $_ THIS ITEM MAY BE PRECAST OR CAST-N-PLACE. 14- STANDARD INLETS MAY BE CONSTRUCTED WiTH CONCRETE BLOCKS IN ACCORDANCE MTN THE DETAILS SHOWN ON STANDAPO DRAWING Di-MB. Sheet 2 of 2 STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRGIIA DEPARTMENT Of TRANSPORTATION >Y)4. fo 1N3m rW4n-1 owQz1 � _JQ d4 1o( z 1ui = 0 n iz C' O � of Dv 0 o o (o(L�Znii 0iv�wo _ w .J F-- V U) U tIf► :� �-C �-+ i M 0 V �_ O T to rn In N -a o O d a� oNo�- Q 0 T > d i _J N N C O O In a N ui •L � i Mai (' C in O a� *0 N 4 Cc Q-) 0. w 0 J O z U Z o� W V) • O M U !" W V Y qq (U W z o Y Z ~ U M W _-D i Ix 0- 177 U \ 00 W Q \� T O3.1 o O z O f� v, N � Lt_ <C '- W _� � % (� Q O C` o U o Q crL'' ) z O d cn FF- Q o Q U Tn w 1:w (n O (.D `t of � U W J 0 C�lw w o I- O < U � U 0 z 6 z o Y o z C14 Z (n W 0 Q � 0 1U LLI _ J L_ CG-6 NOTES: 1. TINS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI E PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PA) FOR AS RADIAL COMISI'1ATIO N CURB 6 GUTTER. 4.FOR USE WITH STABI12ED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4" 2" R LESS IN DEVELOPED URBAN 6 SUBURBAN AREAS, E THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 15 REQUIRED. b r-,, 7„ A p • O 1y p b b D p ---- -- ^" ---"---�v-- THE BOTTOM OF THE CURB AND -� GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER RE 502 VIRGINIA DEPARTMENT OF TRANSPORTATION xal.aa REVISED ON 7-01 REVISED ON 3-03 REVISED ON 1-04 CC-12A (t) 7" WI+CRC STD. CG-3 OR CG-7 15 USED. 8 0" 4,-0„ 4 0 •i•n "*�_ STD. CC-2 ®6" 72J/. MAX. 48 1 MAX. OR CG R' v 20: t MIN 101 uAx 1 SECTION A -A A # 5 DOWELS, 8" LONG 5 v '2 C -C PERMISSIBLE ' O" MIN.3' 0° 5'-0"' MIN, SLOPE 10:1 CONSTRUCTION JOINT MIN, PCRM16SIR-C MAXIMUM CONSTRUCTION JOINT B N' B SECTION B-3 A mI TANGENT PLAN 7eossrxiK 11 CRO55WkK TYPICAL PLACENIEN I AT INTERSECTION WITIIIN CROSSWALK LIMITS OF EXPOSED AGGREGATE SIDEWALK o•o• ® ACCESSIBLE ROUTE IS DE=iNED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED,ENTERED AND USED BY PERSONS WITH MCBILITY IMPAIRMENTS. NOTES = a THIS RESIGN TO BE USED rOH CONSTRUCTION THAT INCORPORATES WIDER SICEWALK. LANDING (48" WIDE) cRosswxiK REQUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. -� n CURB RAUF FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESSG TANT INTEGRAL (y DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE GE7CC7ADLE WARNING SlA(_L BE PROVIDED BY AN EXPOSED AGGREGATE (I I� FINSH. RAMP SHALL NOT EXCEED A MAXMUM SLOPE OF 12:1. '! crmsswax `I SLOPING SIDES OF CURB RAMP MAY DE POURED MONO.) T HICALLY W TH RAMP FLOOR OR BY USING I f PERMISSIBLE CONSTRUCTION JOINT WITH REOUIRED CARS. TYPICAL PLACEMEN I IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSVVAI--K BE CLASS A-f. (WITH BUFFER S I RIP) REOUSED BARS ARE TO OF NO. 5 X 8" PLACED r CENTER TO C=NTER ALONG BOTH SIDES OF THE RAMP FLOOR, MD-DFPTH OF RAMP FLOOR. WIVULIM CONCRETE COVER i/Z". CURB RAMPS WILL ETE MEASURED AVID PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE 51DLWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURS AND GUTTER SLCPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLLOEO IN PAYMENT FOR CURBICURB AND GUTTER. WHEN USED IN CCNJUNCTION WITH STANDARD CC-3 OR CG-7, THE CURS FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE HAOUNTAOLC CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LCCATED AS SHOWN ON THE PLANS OR AS CIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE CE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EKISTING, PROPOSED, OR NONEXISTENT, TREY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS DIAGONAL VARIATION OR AS DIRECTED BY THE ENGINEER, AND S-IOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FARE HYDRANTS. CROP INLETS, FTC. wn A SO AFFECT PLACEMENT. PERP, NDICUL AR CURB RAMP REFERENCEN (ACCESS FOR MOBILITY IMPAIRMENTS) 105 2C3.D5 VIRGINIA DCFAItTMENT OF TRANSz'CRTATICN 502 REVISED ON 3/03 L MIN- REVISED ON 1104 REVISED ON 7/04 MIU----�'1 \ C12:1 MAX.) PEPWSSIELE CONSTRUCTION JOINT A --I 1 ANGENT PLAN MIS CROSSWALH CROSSWALK {I TYPCCAI_ PI_-ACEMEN AT INTERSECTION CG-128 ® CG-33 CGE7SID. S USED. WITHIN CROSSWALK NOTES = STD- CG-2 �6" STD- CG 2 THIS DESIGN INCORCPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH GO" X 67" MINIATUM OR CG-6 OR CG-6 DIMENSIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL. ZO -1 CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RLSISIANI INIEGRPL 48 :1 MAX_ AB DETECTLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLCOR (RAIAP FLOOR MAY BE 4' PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BC PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. T T SLOPING SIDES OF CURB RAMP MAY BE POKED MONOLITHICALLY WITH RAAW FLOOR OR BY USING SECTION - EC ON A A PERMISSIBLE CONSTRUCTION JOINT WITH REOL:IRED BARS. r E RA4>F' FLOOR IS PRCCAUT, I10LES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED *5 DOWELS, B" LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL R 12' C-C PERMISSIBLE BE CLASS A-4. SLOPE 12:1 CONST. JOINT REQUIRED BARS ARE 70 8E N0. S X B" PLACED P CENTER TO CENTER ALONG DCTNi SIDES OF THC RAMP VAXIMUM FLOOR, MID -DEPTH OF RAMP FLOOR. MLN CONCRETE COVER 1 IIM CURE" CURB RAMPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CLMENI CONCRETE SIDEWALK AND EXPOSED ACCRECATE SIDEWALK, COMPLETE -IN -PLACE. CURBICURD AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CLRB RAMPS ARE INCLUDED IN PAYMENT SECTION B - B FOR CURB/CURB AND GUTTER. WHEN LSED IN CONJUNCTION WITH STANDARD CC-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCIN THE MOUNTABLE CURS AND CONFIGURATION, 0 o LIMITS OF EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE FNGIN-FR. THEY ARE TO BE PROVIDED AT INTERSECTIUNS WHEREVER AN ACCESSA13LE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACLITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, ® ACCFSSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONEXISTENT. TIICY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN CN PLANS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT OR AS DIRECTED BY THE FNGINFF3, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. PATH CONNECTING, ALL ACCESSIBLE ELEMENTS OF A FAC IT T T - EXISTING LIGHT POLES, t IRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. n- Y HA CAJM FIE APPROACHED, ENTER_D AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS- :Kra:w_f PARALLEL CURB RAMP REREtNr!NCE Sot (ACCESS FOR MOBILITv, IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 CG-12C 1 MdiN 5, �4' MIN rJ• �jN. .'N'..W. o o ,i o CROSSWALK 2' LAN• AT X( 2" HIGHER THAN EDGE OF PAVEMENT T �W AT XX SAME AS TOP OF CURB HCROSSWALK H TYPICAL PLACEMENT 0.4• AT INTERSECTION WITH BUFFER STRIP 5'-irl- —"- ® 7•' WHERE STD. CC-3 CC-7 IS USED. • STD. CC-2 MAX.) STD. CC-2 ®6" t2 : , 48= I MAX, OR CC 3 A ALTERATIONS OR CC-6 20 i 1 .► 4» PERMISIBLE F71 CONST UICTI SECTION A -A CONSTRUCTgN JOINT NOTES : - A� :IuAa __ B THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERAT06 CAN BE IIUSED WITH »X AOJONC BUFFER STRIP. LAd40�TNG AT BOTTOM OF Two SLOPING SIDES WITH 60 60..MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. - CURB RAIP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RIP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROvNDED BY AN EXPOSED AGGREGATE 1 FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 123-1• A SLOPING SIDES OF CURB RAW MAY BE POURED MOWL1THICALLY WITH RAW FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH R1EOUItEO BARS_ TANGENT PLAN IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES - A - LIMITS OF EXPOSED AGGREGATE SIDEWALK CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. REOUREO BARS ARE TO BE ND. S X B" PLACED rCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID-OEPTH OF RAMP FLOOR. W MRIM CONCRETE COVER II/=". #5 DOWELS. B" CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT LONG o 12" C-C PERMISSIBLE CONCRETE SIDEWALK ANO EXPOSED AGGREGATE SIDEWALK. COMPLETE -IN -PLACE. SLOPE 12A CONSTRUCTION JOINT CURB/CURS AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT MAXIMCIM FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS : - - . • TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. , CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, SECTION B-B THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF ® ACCESSIBLE ROUTE 5 DEFINIED AS A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT WAY OF A HIGHWAY FACILITY CROSSES A CURB RECAtOLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A OR AS DIRECTED BY THE ENGINEER, AM SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. FACILITY THAT CAN BE APPROACHED. ENTERED AND EXISTING LIGHT POLES. FIRE HYDRANTS. DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. USED BY PERSONS WITH MOBILITY NAPAIRWNTS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP VECM Knom1IM (ACCESS FOR MOBILITY IMPAIRMENTS) soy REV.7A01 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.07 J \�G)N Iq YO J , Q Q 0 W d 0 W z N Q c0 _ui I_ co 2 UO _z U) La �N (n (ALL ) W v W , LI_ 6 U O O S j [�i ti°A11woo o. li�Q' W J O O i Ci Z o W� - 0 U� W V o LLB. I � a = m$ Y zLX d Z ~ D � O W 0 Of lz W Mao H Z tO ICI 1�► O 0 V) U) V N It w (n O Q � 6 O � U W W h-- v 0 ~ Q w z Q C) ,�, a cn o cn cn Q U � 0 00 z0 o .O Ld ~ QU N O 0 Q 0 wo O lz z bi z(j) ca Q p W wM Z W CC _ 0 v LE REZONING REQUEST PROFFER Property ldeutifiation Number 52-A-B and 53-A►- 79 +Catirnesboro MagWerial District w w, I.,C. FarX Matte Pursumt to Suction 15.1- 491-1 of 5 � of the codeV" rrguua, 19 (1, as amended, mW the provisions of the Frederick County Zou mg Drdmame with respect to conditional zoninlg., the undersigned applicant ham,, proffers that in the event the Beard of Supervisors of Frederick County, 'Yginia, stall approve Rezoning Application # for the rezoning of 70.9065 acres from Rural Area (RA) Zoning District to the Dighway Comma mal (B 2) Zoning .Dutnm development of the subject properly shard be done in conformity with the terms and conditions set fbrth herein, vwept to the went that such term and conditions may be subsequently amended or revised by the applicant and such be approved by the Frederick County Board of Superviwirs in accordance with VurgWa law, Should this petition for rezoning :not be approved by the Board of Stupe worn then these proffers shall be deemed vwithdrawru and of no enact wbatsoever. 'These proffers sbaal be binding upon the applecwA and their legal successor or assigns. i e l Develtromenl l? The development of the subject property, and the submission of any Master Development Plan At be in confomarwe with all pe'trnert Cowq regulates and shall be in substarrtW confcrrrnity with the Gmararmed Development. Phm, dated June 20, 2003, skeet 5 of 5, which is attached hereto and it oraterd herein by refmmm, The Applicant shall design and construct all roads on the subject property consistent with the CounWs adopted Round Hill Land Use Plan for the area, and according to uniform standards established by the Vixgic m Deparfimrew of Transportation (VDOT), and as may be provided in these proffers as illustrated on the Gwm- rued Development Plan which is athich d hereto and wcoxporated herein by ice. 1. On I.J.S. Route 50 a new intersection shalt be created to allow the relocation of VA Rourte: 803 and to allow the finersection with a major collector road serving WWW Wsite. Work involved with this item to include left turn lanes on U_S; Route 50 wxxznd lane and eastbound lam within► the median and right turn .lanes onto Route 803 (E,) and the majr crolle aor (WBL). The intersection to be stoplight comb o le d. The design for Route 803 reocation to be provided by owner. It is anticipated that the Route 803 relocation will bo supplied by VDOT htmdz g. T%e applicant will be; res?. onsr`ble to insure that fundov is in place at the titm of the sde de3re pmnt phase of the projoct since the Route 903 relocation is a requuvment for initials operation of the commercial center. See item (I)_ 2. On U.S. Route 50, a new travel lane to be cxmstructe+d on the north side of the westbound lane from the terminabon of the WMC (deCvwWe) praffer to the west= Emits of the WWW, L.C. site. See item (2). (Revised 62M3) pagr I of 5 3. Two unsignalized intersections with U.S. Route 50 to be conch acted at existing crossover points as shown. T 's includes all work necessary to upgrade the c ronoves. to VDUf standards. See item (3)_ 4. A. major collector road with 5 lame connection to U.S. Route 50 and extending approximately 2 ' to connection with the major collector to be constructed by the Winchester Medical Center. The time and phasing sequence of this road will be determined at the time of Master DeMopmumt Plan approval, See: item (4)_ 5- On VA Route 37 an additional travel lane with transition shall be atlded to the northbound on ramp, in order to accommodate the dui lane left. turri on U.S. Route 50, eastli and lane constructed by WMC, Transportation items 1, 2, 3 and 5 shall be construaod during the initial site developnumt phase of the project and shall be either complete or banded for completion prior le issuance of the first a permit_ In the event the Winchester Medical Center has not cnnstruct�em 1 hough 6 contained in their proft of April 3, 2003 (w approved by the Fie wick County Board of Supervisors) then WWW, LC_ - will cause -this construction to proceed simultwx*usly with. items 1, 2, 3 and 5 above so that all Route 50 and Route 37 improvements contenpiated by both of the proms will be completed prior to issuance of the; first OmTancy permit at WWW, L.C. The applicant shall limit entrance connections onto U, S. Route 50 to three points as shown on GDR The applicant shall prepare a traffic generation estimate for uses established by the Site Development Plan to be submitted .for initial construction approval to the County. The combined trip generation (.ADD) shall rat exceed 15TPD (average weekday volurne) without fitrther approval by the County. The actual trip generation from the project shall be memtred by the WWW, L.C, Management annually, from data co#lected in May and with re% is due on July 1 of each year, and be available for renew as individual site plans and subdivisions for future uses are submitted for rmhew by VIOT and the County. The combined traffic impact from the 70 acre site is nett to exceed 15,000 TPD (average weekday volume) when c u r rot actual counts and proposed counts are added for cumulative total, If the amdative total for any site plan at WWW causes the total to exceed 1511000 TPD then it is agreed that the applicant shall not file additional she plan applications until the County is -satisfied ftt e and manageable levels of service win exist on state or intern site rooaa�. The SIC code system and the TM shall be utilized fox- the su 'ect projections, The applicant .shall perform an updated 11A. of the project interrsectians on U.S. Routes 50 and of the Route 50lRoute 37 mange when traffic eneration from the 70 acre site reaches 15,900 TPD (average weekday volu#meT. The County may revise this 15,0010 TPD limit upward, without moMic on of this proffer agreement, should r-ftAts of the TIA show that additimal loatf is appropriate, l3istoric PresemLO2n • Thu± existig honor (#469) to be characterized by historical report prior to removal, (Reviased WPIO-1) Page 2 of The development of the prole, and the sabin ission of any Master Developmwt 1'1= shall inclade the fallowing bad pe design feature provided in these prof rs anad as r coated on tho Generviibed dated Y=c 20, 2003 which is at bed hereto and. iincorporated Item by refermo. A fifty foot (50') landscaped on &drip eloog the US route 50 fop uge per don of the site including an 8' 3lbikei mil. Int=al paste t ivt1 veys mid eoereiel sicurea sat not etgtd closer ti Sa' to frontof wayfim Oft US, Ptoute 50. k tut of Ike GDP ((beet 5 of 5) ds an Wustmtive detaf sltowta fair the pw pDse of esrablibing ' a eat dard of gpzUty to be imoemeoftd tipon . ftM dgn.. ' A tea foot (10) hwdsmped buffer vea e)c og the north6m propeM Une lmnd aped with white pine a n. tetrees or an equal cant _specie% with � Ines to be a n i xm of four fed(4) fist het` art when planted and plaoted at eke All structwes 1hail be d sped to meet the follovft standards; I; MkaWs udr= l for the hcades of the Wdipgs shad include but not be hphed to =mft wwwy tuft (0" bdd4 amiitecWal bloel; drlrvlt„ or other simulated stucco (), real or simulated wood =Vor glass. .2. All bddg*W widfin the develo t on the property s .i'be +con stmated `usln COMPOWe erdaed=l�►1e and. materials, ad sugnago for sus buildings skiail b of a culls° ;lc nee 3. AR l adigp within ibe paropeity #Mid be dovelopwl as a CxAesiva% � e]r crinniV that bu3,ldinn, plwm hitwlural t ut l� lost lug lndsmpiagg trash drsposoL vehieidac . and edesuian �a�on and other develoomezt a le meots work togetherfun %S and aesthtdc4y, 4. .A she ro�tt type slg shall uti�zcd tamer each p jeot c ame (t d . of 3) to describe itternat f6ibam Sign hoe bcs li It to 2a, witbin the 50' landscape glom U.S. Route 54 �uadiv�idual,slgns #v be allowed peroxed ztau .r urrr is to a auace 1*vdiv3dud u,*s. On building 4gwge to be the pre� sign type for indiv t, uses. No otbr iv, s be located ww �the 50 buffer am, 'the AppUcant sitalX Teomd and inrJude is wh deed as *4 as pie Fredctick y with 4 em apide set , of 1�ovetwts ad Resfficdons pursuaut to deyao ti aAd approved by F'redcivk f.ouiy apt thodme of mss ,p1m."At Apirlieatnfi mall apppint are A rcUt haral Coattd Comtdftse %ft for. in st&t adhere td tbo eppmve d Master Devdopmeo no, covma and r c 6 ns. Propmty owners sUl be .00tWead of cordititons relttt ng to adjoining active a0cwtWal ap�exns. (1te� �124J`�3) lbp 3 of 5 _-- Geoteclmicali Study The Applicant shall prepare a site gocytochniral analysis and study for dais site, as appropriate for the proper siting and de_-.igl of improvers, prior to beginning cQnsbuctuon of site improvements and buildings_ Mom=-Contritnition tc� ►met T�pam cif a opment The undersign, who owns the above desetibod property herd volwitarily proffer;, that if the Board of Supexviscan; for the County of Frederick, Virginia approves the rezoning for the 70,9065 ac s, lying on the nortb side of U, S..Roufe 50 in the Gainesboro Magista ial District of'Frederick County, Virginia from Rai to B2, the undersignedwill pay to Fredwicic Courdy for the .Round EMI Fire and Rescue Company the .sum of $25,000-00, the Sheriff's [lice the sure: of $5,000_00 and the. Administration Building the sum of $510WOO for a total payment of S35,000.00, at the time issuance of the first building perrnit of the subject property. The conditiom proffered above shall- be binding upon the heirs, executors, adnim6trators, assigns and successors in interest of the Applicant and Owner. In the event tine F'reclerck Calmly Boani of Supervisors grant said reaming and accepts these conditions, the proffered cor,ditio�ns shall apply to the ;land rezoned in .addition to other Tequirerruentsseyt firth in the Frederick County Code. Respectfully submitted, PROPERTY OWNER BY: ames R_ 'Wilkins, Jr. C. Robes Solenbcrge r Date: ._ ws :�-... Date_ A,�,, STATE OF V1RGLNIA, AT LARGE FR I CK COTJNTTY, TQ wit; The foregoing insvament was acknowledged before me day of Q ?003, by d � o �*- - Icy comrnissi n expires Notary, c ° Publi 'I (lased +m3) ROPERV q; a+e•. r d".40 `i�+r, r Ah s stela:*. �. as YY �'; �p fi�; p r* y { ttjnr�r..�B2wt� R r� II7E�1: E � C'+tib"'!` jr,",AAF' .._ .:'. •.-z!,wn...� :.._J'.•v+-r.i-^.-.�+-?r.A -�`~�t}� �t Y~ee�l�Yifik, Ge,ia _. Psgr 4 of 5 t Y r a FI '15or r sly AN 4 SHEE—r 5 sir, d� Iq_ W \R�1N Cn , J Y O 4 Z Q 3 O � LJ SOW z o N �o ( W—W �V)Z (n �-- �'- N 5 � Z LLJ a lL o o U �'� o 0- V4 0 �4� U N:t a) C- Q rn 0 o i dN U) ,n Q� oN0� J Q 06 a� _J N C N c O O Ln u. U) vi ,_L. L a L � cut � = cn + c u� 0(1) 4.0 (1) C ' ern n- w I V) Lit i Li. L. 0 X CL LLB J e� 0 0 z 0 Z oC5 w U Y o C fr 0 M 0 W aLZ Z o D W 0 Q � a 0 o z 0 0 O � N (Z Q o LLJD LIJ E O > W� -� - �i w Ld P D Q v z S a- (f) 0 M V) w l� L z W 6 0 z O L Q a 0 z o 6 0)z Y z O Q LA w z w rY T 0 0 U �'— GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia PP n Sanitation Authorityand the contract documents. Health, Frederick County San a o Department of a Y P that are not show n. such may existh however,c I e existin subsurface utilities; 2. The en ineer has attempted to locate gy The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. to the permit I faithful) adhere f his work and shall 5. Contractor to obtain, at his expense, all permits requiredo t yp conditions imposed. responsibility. A I radin for improvements to be con fined to the project area An work perform ed offsite is the Contractor's 6 I 9 9 P P1 Y P of construction. cues and start c riot to ordering structures I bitted to the En ineer forapproval 7. Cutsheets shal be submitted P 9 hub elevation. r or road and offset ge to 'ne o utility, structure show existing round elevations at c n ril f , All cutsheets should h e g g ty, FREDREICK COUNTY SANITATION AUTHORITY 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 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. 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 developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Autho(ty's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractors 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 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 �" and 2" 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 a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are noit to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION Site Plan Frederick .:I t1 .. I, iI I 1 Magisterial District Conuty, Virginia TMP 52-A-D Zoned: B-2 Proposed Use: Commercial Vl II w n h' t editions an latest revisions to the A ark o this project shall conform to the Curren ed o s of d P1 V14. All roadway fill base, sub r d material and backfill in utility/storm orm sewer s a e st 1 , Y 9 ty/ Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, trenches shall be compacted in six 6 inch lifts to 95% of theoretical maximum p ( ) the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or dens' as determined H -9 Mho A within I or minus % of dY by AAS TOT 9 Method pus m 2 local regulations. In case of a discrepancy or conflict between the Standards or Specifications -s optimum moisture r f dedicated s ree i - t h p to a for the full width of anystreet r ght of way A the and Regulations, the most stringent shall govem direction of VDOT, density tests shall be performed by a qualified independent V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on Q. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, or as and plans a specified b these P / P Y VDOT. shall be in accordance with the current edition of VDOT's Work Area Protection Manual. V16. The installation of any entrances and mailboxes within any dedicated street right - Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of of -way shall meet VDOT minimum design standards and is the responsibility of the VDOT Road and Bridge Specifications. the developer. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including V17. Prior to VDOT acceptance of any streets, all required street signage and/or traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility pavement markings shall be installed by the developer or, at VDOT's discretion, companies. It is the sole responsibility of the developer to locate and identify utility facilities or by VDOT on an account receivable basis following the Manual On Uniform items that may be in conflict with the proposed construction activity. VDOT approval of these Traffic Control Devices. plans does not indemnify the developer from this responsibility. V18. The developer shall provide the VDOT Residency Office with a list of all materi+al V5. Design features relating to field construction, regulations, and control or safety of traffic may be sources prior to the start of construction. Copies of all invoices for materials subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of utilized within any dedicated street right-of-way must be provided to the local any field revision shall be the responsibility of the developer. VDOT Residency Office prior to acceptance of the work. Unit and total prices V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT may be obscured. land use permits for any work within VDOT right-of-way. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged mechanical spreader. Density will be determined using the density control strip in and held by the engineer and/or developer with the attendance of the contractor, various County accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. agencies, utility companies and VDOT prior to initiation of work. A certified compaction technician shall perform these tests. Certified copies of test V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for reports shall be submitted to VDOT daily, unless specified. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior durnnng the construction and testing of the density control strip. to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the adjacent public roadway via a construction entrance that is constructed and maintained in VOOT Road and Bridge Specifications. Density shall be determined using the accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. density control strip as specified in Section 315 and VTM-76. A certified Furthermore, access to other properties affected by this project shall be maintained through compaction technician shall perform these tests. Certified copies of test reports construction. The Developer shall have, within the limits of the project, an employee certified by shall be submitted to VDOT daily, unless specified otherwise. A VDOT the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment representative shall be notified and given the opportunity to be present during the Control who shall inspect erosion and siltation control devices and measures on a continuous construction and testing of the control strip. basis for proper installation and operation. Deficiencies shall be promptly rectified. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at (36) inches and larger shall be explored below the bottom of the excavation to the end of construction. determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum to placing pipe. Foundation designs shall comply with VDOT Road and Bridge thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is conflict points. encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be V22. Approval of these plans shall expire three (3) years from the date of the approval immediately brought to the attention of the engineer and VDOT. Work shall cease letter. in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V23. VDOT Standard CC-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed required, a VDOT representative shall be present to insure the sample obtaines is on these plans in accordance with VDOT?s installation criteria. Final approval of the representative of the location. When soil samples are submitted to private guardrail layout to be given by VDOT after grading is mostly complete. laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Vicinity Map Scale 1 "= 1000' MAY 25, 2005 REVISED JULY 18, 2005 REVISED NOVEMBER 17, 2005 .I I I ! a I I. ,, II I I ! , I 1 I II. I lil II I I II l II ! II II ,I' l I lI I, I ,I L• i ,.,, i!III!i'if ,,;l it ll; lily,, II III Ili l;lill r� ..., d'.�IIIII:,•,..... Owner/Developer: Bank of Clarke County P.O. Box 391 Berryville, Virginia 22611 (540) 955-2510 P.O.C. John Milleson, Sr. VP LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Ules Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 SITE PLAN 3 GRADING do EROSION CONTROL PLAN 4 LANDSCAPING AND LIGHTING PLAN 5 PRORLES & MISCELLANEOUS DETAILS 6 MISCELLANEOUS DETAILS FT1 PROFFERS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance ermit for subject project. r the o P 1 P 1 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: Subdivision shall be stabilized iaccordance with the roved Ian i.e. road surface stormwater conveyance system, a) z n approved p ( y ys , curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, ferti;ized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a goo(+ lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Patton H a r r i s Rust & Associates , p c Approved by Frederick County Zoning Administrator Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 F 540.665.0493 Pal H QF Site Plan Approval Valid for 5 Years From Date Shown Hence Date D A. MISLOWSKY, - U NO. 020674 Project Number: !ON a i NG\�� Sheet Number 1 of 7 i i I TOP=8.53.86 INV. (JUT=837.90 i 30' WTR/SAN I ESMT ! i f i� �o c I RESIDUE WINCHESTER I WAREHOUJINC, INC. & SILVER LAKE LLC P/O ! T. M. 52-((A))--B I IN ST. ; -0300"I 6328 f 67.0882 ACRES ! ZONE-. B2 I I U SE: AG f RESIDUE PARCEL B I C.L. ROBINSON CORPORATION D.�- 484, PIS. 1202 ! I I 1? I I wN O to v7 la o !O N I f ! i 42"ZC ! ! 42" FiCP F2/ TOP 850.3 INV. 846.0 (27") INV.1844.75 (42") INV.=-844.65 I I rill,0 _ to > !w 1 I I> ___I o cn It Lki 2 IV) 0 m�y� 0 L_J.._J a_ .110 F- Q O z 0 w i I o I- I Wyy 30 I � I TOP=4 7 INV.=87.7 iNV.=847.6 I 'd 17 � " 1 t, t 49R.4PH/CSCAZE 20 10 0 20 40 IN FEET 1 inch = 20 ft. i INV.=843.7 TOP=847.1 INV.=843.4(15") INV.=841.15(42") r- INV.=841 .05 i00-MMONWEALTH GROUP- WINCHESTER INV. =838.35(21'1SE: COMMERCIAL INV.=836.6(42") - INV.=836.5 TRACT 4 52- A ---- �� 6" WATER STUB 204`WATfR��SMT. ST, P SIGN AND BAR�� V- RA.TE) - 42" CPP -- ,. ;vMINN. �� ;�• � : �3� �%-� �� ---- ��182'54'35') - - -ENTRA , . -�- �G/ gLK - - '.58.41 (J7/ -- - - - �� A DO CONN. TO EX / 4" SEW. LAT. ems, 24.00' "-REMOVE EX. 21" SIM I CONN. TO EX. WATERMAIN -ate - CONN. NEW 15' CPP TO I PROVIDE 1-22.5' ELBOW 0 � FLUME EX MH J'O 9��`'j - " v- WITH 5/8" WATER METER s. GRATE ; I 1' WATER SERVICE so ! CO 14H ASSEMBLY WAY FIRE LANE 9 DO ENOT ENTER °O h 4 AND STOP SIGN CC--`?D (TYP. ) LO M I 2 1 5e N i tb F- N SIDEWALK SUBJECT TO CHANGE WITH PROPOSAL OF ADJACENT w $ 2 SITE PLAN. �? I a 3 C3 5IEWER CO TRAFF(, a' 0a. PG 11.00' LNG FIXTURE `�' ,( S; �Fj N 0 0 CG-12 f , 00, POLE MOUNTED HANDICAP o 5� PARKING SIGNS INSTALLED PER 'ORGINIA z . j FLAG STATE CODE SECTION 4 , POLE ;, h 36-99.11. (TWO REQUIRED) cl- cs INV-8J7. 0.00'70 �5 ry �o 64.88' - \` _' ti� S�Q 13.72' i ` 41.69' c�> L C) I f U' A. kN 00 ' 00 sa, p, •d ti a '� tt7 t� S -� q 0 6.97 ZIN ' DO NOT ENTER SIGN G15, G,6� . . RIZON ESM' �o '00 W NN gyp. VV�NZ � 1 COMMONWEALTH I GROUP-WINCHESTER 10.00, i IIGN � USE: COMMERCIAL W IASEMLNT OU TLOT 1 52- A- G l f 1.42 AC - 50' B.R. 3UyING SETBACK & LA DSICA A o it L MART r j LESTAjT� E ! BUS 6 TRUST �1 i C I AL CANOPY (14' CLEAR) COMMONWEALTH GROUP-WINCHESTER USE: COMMERCIAL OU TLOT 2 52- A- H t 1.52 AC __-- Y f ' a LANDSCAPING AND WALKING TRAIL BY OTHERS 1VEfRR;81Z4 E T ,51W \ (PROPOSED WITH SP#26-04) 550.48' ADJACENT PROPERTY SOUTH OF RTE 50 NO ACCESS PROVIDED GLAIZE GEORGE W JR PROFIT SHARING U.S. ROUTE 50 - NORTHWESTERN PIKE 52- A- 253 R/W VARIES Zoned: RA 45 MPH POSTED Use: Resid 1B :OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale I 1 4" CONCRETE 2" STONE BASE SIDNAM OK N.T.S. TRIP GENERATION lTE, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 732 T.P.D. USE CODE: 912 FOE Fire Lane markings and signage is required at oil fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. w LLj 10' TRAIL (FO SEE L_A�[S { BY D PROJECT SUMMARY TAX IDENTIFICATION NUMBER OUT LOT 52-A-D EXISTING PARCEL AREA 1.42 ACRES DEVELOPED PARCEL AREA 1.21 ACRES ZONING B2 ADDRESS CROCK WELLS MILL DRIVE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.2 ACRES SETBACKS REQUIRED PROVIDED FRONT �RTE 50) 50' 164.16' FRONT RETAIL BOULEVARD) 35' 64.88' SIDE 0 41.69' REAR 0 164,16' PARKING 5' 11' BUILDING HEIGHT 35' (MAX.) 24' CANOPY HEIGHT 14' GROUND FLOOR AREA 2760 SQ.FT. NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED 0.04 MINIMUM LANDSCAPED AREA 0.18 AC. (15%) LANDSCAPED AREA PROVIDED 0.26 AC. (21.4%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/300 SF) 11 19 HANDICAP SPACES 1 2 LOADING SPACES 0 0 TOTAL SPACES PROVIDED D 21 PARKING LANDSCAPING PAVEMENT AREA 37.777 S.F. PAVEMENT TREES REQUIRED 19 0 1 /2000 SO. FT. PAVEMENT TREES PROVIDED 19 INTERIOR TREES REQUIRED 3 (@1/10 SP.) INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 22 TOTAL TREES PROVIDED 22 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. R HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117-1092, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 12. NO DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE CLEANING SERVICE. LEGEND PROPOSED CURB & GUTTER . ... ............. •• PROPOSED CURB & REVERSE GUTTER • .. • . • . • • . • • • • - PROPOSED STANDARD PAVED AREA (8' 218/2' SM 12.5A) • • • • .. • . PROPOSED CONCRETE AREA . .................. . PMYJSEO GRASS AREA . ...... ............ .. PROPOSED EASEMENT AREA . ................. • .�- FIRE LANE . ..... ...... ........... . UTILITY PEDESTALS ........................ 0 EXISTING STORM DRAINAGE & STRUCTURE • • . • • • • ... • . • . PROPOSED STORM DRAINAGE & STRUCTURE • • • . • .. • . • • . • . PROPOSED WATER MAIN ............. .... ... - W! EXISTINGWATER MAIN . ...................... . PROPOSED FIRE HYDRANT ................. . PROPOSED GATE VALVE & BOX . ............ ... .. ►1----r W 1 --- EXISTING SAN. SEWER AND MANHOLE • • • . • • • • • • • • • • •• _ PROPOSED UNDERGROUND ELECTRIC SERVICE . • • • . • • .. • • •• -- aGT F- PROPOSED UNDERGROUND TELEPHONE SERVICE . • . • . • • • • • • • ---ITE- PROPOSED GAS SERVICE . . ... ..... .. .......... "GAS: PROPOSED SAN. SEWER AND MANHOLE . . .. . . ... .. . .. . Storm Inlet Summary Str. No. Inv. In Inv. Out 'Top Elv. Type Throat 1 836,93 836.83 840.75 DI-1 -- 2 837.32 837,22 841,95 DI-3C 6 3 837.61 837.51 842,15 DI-1 -- 4 838.04 837,94 842.25 DI-1 -- 5 838.32 838,23 842L5 DI-3C 6 6 -- 838.72 841.85 DI-1 -- 7 -- 837,76 841.95 DI-3C 6 Culvert Summary Culvert Inv, In Inv, Out L(ft) D(in.) S(%) Type 1 836.83 836.70 26 15 0.50 CPP 2 837,22 836.93 59 15 0.50 CPP 3 837.51 837,32 37 15 0,50 CPP 4 837.94 837.61 65 15 0.50 CPP 5 838.23 838,04 39 15 0.50 CPP 6 838.72 838.32 81 15 0.50 CPP 7 837.76 837,32 88 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. L �`t�� _j Y o Z J W Z o o wf CC crow :2vo ��z _ w0 �N Wv Li w0 �A maw a o U O a� - PNOO Q 4� U to +' � L �Q rn O o i rn to v �- <[ 0 o N o J Q 06 Ui a) 0) i _j �� N E o O C H- LL N u� o >, s. _ C/) + C v� O 0) 0- Lw �i w -_J a O 0 N z Z W U) Y O U �0 Y ILL. 0� _ U)w o Y � zLx Z Cl U w o tr � � o o L J w O O U)V) N N LL_ w W r r- O Q o > 04 w Ld z W O ►w- Q w x t` z d M o (n M Q Q � o LJ o o� zM Lj � Q U <c o z o o 0) o z x z00 d w w0) N z C U E �- 4Mo4PH/(SCALE 20 10 0 20 40 ( /N FEET J 1 inch = 20 ft. ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. EXr5f1NG STORM DRAINAGE & STRLICTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB- & GLFr R .......... DRAINAGE FLOW• . . . ............. EXISTING, •GRADE ................ _� _7so •.... _ _ _- PROPOSED GRADE ............. . PROPOSED EASEMEW AREA......... . PROPOSED-SIL•T-FENCE ............. SF Sf INLET PROTECTION ............ IP IP III LIMITS OF DISTURBANCE ............ 10-1 "1 1112 LO D DRAINAGE- DMDE.............> EC-2......................�� v STONE CONSTRUCTION ENTRANCE L- VDOT RI I I +� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH INGRESSOF AND EGRESS OPERATIONPLAN N VIEW FILTER CLOTH REINF-cu wncrcc�c SECTION A -A SECTION B-B EXISTING PAVEMENT tADUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT 10' MIN. 3" MIN. 3" MIN. LRHlfI arn�c CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW mill 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. 13ACKFILL AND COMPACT THE EXCAVATED SOIL. ��FLOW /// =I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: ADAPTED from 1983 Ma*d Standards for Sal erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Yabric Filter Barriers for Sediment Control, PLATE. 3.05- ZffT0od & YTamt BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER WIRE SCREEN CONCRETE BLOCK GRAVEL FILTER RUNOFF WATER WITH SEDIMEI SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. " GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC Storm Inlet: Summary Str, No. Inv. In Inv. Out Top Etv, Type Throat 1 836.93 836,83 840.75 DI-1 -- 2 837.32 837.22 841.95 DI-3C 6 3 837.61 837.51 842.15 DI-1 -- 4 838.04 837,94 842.25 DI-1 -- 5 838,32 83823 842.65 DI-31C 6 6 -- 838,72 841.85 DI-1 -- 7 -- 837.76 841.95 DI-31C 6 Culvert Summary Culvert Inv. In Inv, Out L(if t) D(in,) SM Type 1 836.83 836.70 26 15 0,50 CPP 2 837.22 836,93 59 15 0.50 CPP 3 837.51 837.32 37 15 0.50 CPP 4 837,94 837,61 65 15 0.50 CPP 5 838,23 838,04 39 15 0.50 CPP 6 838.72 838,32 81 15 0.50 CPP 7 837.76 837,32 88 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. Stabilization+ All disturbed areas not paved shall receive a min. 6 in. topsoil eded as followsl R Fescue per ac, ie tio, Annual Rye per ac, 1000 tbs. 10-20-20 Fertilizer per ac, 2 tons agricultural limestone per ac 2 tons straw mulch per ac, Permanent seeding will occur as the final phase of construction Temporary Stabilization) Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as followsl 60 tbs German Millet per ac, (May through September) 60 lb, Annual Rye per ac, (October through April) 450 tbs. 10-20-20 Fertilizer per ac, 2 tons agricultural limestone per ac 2 tons straw mutch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence, BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET WIRE SCREEN YI'A?ER WITH OWRFLOW i--- SEDIMENT SEDIMENT WIRE SCREEN / 2" X 4` WOOD STUD FILTERED WATER 'o- Ii CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PLATE. 3.07-3 SOURCE: VA. DSWC 7,1f� YrA�M �1YF� x.rtlp4+T[ i�+rCMD."f PLATE 3.07-8 1907ANC"OR SLOT ,14 TERMINAL FOLD r111"� __11. All ' AW !I FALV 4* sm nfty T�rP s>�+L �>• I I 1 CHECK SL07 JUKTION SLOT No14'R; e"[tl +1'% S�YtIaLL. XWA" akLEse !WSUW PLM VIEW STAPLIING DIACRAM i 1 e iR nl W� SOL RETENTION FIAT JUTE MESH GENERA" NOTES-, L & ft"" TO a sawn TMIas aF MWFCM4 CQVrp" CtCtp. tt N ftAm. I. W# KOMI C911 alit. 1117 lm on N AeMmAltz *ft TI[ 9PEWC,006 pMM?" CovCifsp if to VS LOC"" AS UOCAtrd1 Of TIC ft." 0 Abt0 "It fi LIVED AT M 011 t ff rt+t C>;lliTrUI "*, ,.*Lent of LbUpkllll, "Y vM1T Flbalt Lt1'rtlrl aNCltsnr Or 001111803 CF 3.1400" STARn 40 0"" WI"IIR+erwif M" App"M er ow E]awm aw 4 CR S ¢'W. K $MUT,re,a FOR T1K STOLE& SOW. 5� FOR Sflll MS OF AFF110M 07VWA St1E VW S AFVM 94D PROM CTS LIST POR VVICC•91 uuWtl. PROTECTIVE COVERING INSTALLATION CRITERIA xr4 awfi� atrvrtrld+, ,� ,w►�=Loy .aII z W 0 O � " bj o z S2 z a_ ft� W Q U /z Q U n w W w o W I-__ co III W \�GINIq I V7 J T J k OZ �ZD Q V) t' Q F_ 0 L_ Z LJC)w d L� O o 0 9> o cr_N 0h'Of a- W00 . ^^V � C) \ Q) cc d CL (fl Oo (a v U) � 0 -0 Z7 O O Q 0 o N .I <L Q0 c0 cod > ai ai � N N C N C O O In o r r a U 1- u" to Vi L o L 4) L = V) + U) O aD (D c IL O Z � � to V Z o0 U V x U W Y p Z� Z U W V O CL L / w U) N O s O V_ IY < >_ : M W > W W � { W � a 0 s cf) o (1)Cn O� z M Q 10 z W Y C;z z in W Q 0- w _ WM 0 U E e^ iIW82i5��35"W c O J� W �- --� I o c~n -tw o co w � w n M a rn cn z� 0 I <t rn _ w QQ W I 15' n/tERIZON ESM' Ej 8 3 " HIGH CREEN NOT REQU RED ALONG RE AIL BLVD. RIGHT- F-WAY Do TO STEEP SLOPE AT SITE. RETAI L/Gyr BLVD. IS 1 FT. ABOVE PARKING LOT ( 1 COMMONWEALTH E EVT10N. i GROUP—WINCHESTER 1 i USE: COMMERCIAL OUTLOT 1 52—A—G 1 t 1.42 AC m I a' BUI DING SETBACK & LA DSCAkj N T1NG AND_ TRAIE B- �--V ---(PRE Vim. SIDEWALK SUBJECT TO CHANGE WITH PROPOSAL OF ADJACENT SITE PLAN. (7) a z a ZN� COMMONWEALTH GROUP— WINCHESTER USE: COMMERCIAL OUTLOT 2 52— A— H f 1.52 AC VERIZOi \ E N .54, 1 „W 550.48' ADJACENT PROPERTY SOUTH OF RTE 50 GLAIZE GEORGE W JR PROFIT SHARING U.S. ROUTE 50 — NORTHWESTERN PIKE 52— A— 253 R/W VARIES Zoned: RA 45 MPH POSTED Use: Resid 49)U 11CSeWE 20 10 0 20 40 /N FEET 1 inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE PLAN #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES @ V-6' O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE 1' TOOLED EDGES HAND RUB FINISH ON /- LIGHT POLE BASE WI SURFACE OF CONCRETE `�� WITH COVER PLATE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. BEARING GROUT ANCHOR BOLTS FURNISHED FACE OF I 3'-o" a PROJECTIONAND BO WITH LIGHT T SIZE CURB I GCE y CIRCLE PER MANUFACTURER'S RECOMMENDATION. 8' GALVANIZED GROUND ROD. BOND TO POLE. = 1 -8' 9 CONCRETE BASE 13 STEEL REEINFORCEMENT I (' P.V.C. CONDUIT AT 2'-6' TIES 1'- O.C. BELOW GRADE TO PANEL. 14 STEEL REINFORCEMENT `� I I &Iyr I - NOTE: BARS `" ALL UNDERGROUND WIRING _ TO BE IN NON-METALLIC CONDUIT n • I NOT TO SCALE LIGHT POLE FOUNDATION DETAIL o9a LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all boiling ropes Remove top of wire basket — DO NOT prune terminal leader or branch tips I i Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water i UNAMENDED backfill soil Widen and score hole wall Partially backfill, water to settle soil, finish backfilling Remove container and cut circling v Area for water drainage Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES, PEDESTRIANS, SHOPPING CARTS. DEAD OR DYING VEGETATION SHALL BVE REPLACED AT DIRECTION OF ADMINISTRATOR. REPLACEMENT SHRUB SIZE CONSISTENT WITH TAHT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. REPLACEMENT TREES AT 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 Ibs German Millet per ac. (May through September) 60 lb. Annual Rye per cc, (October through April) 450 Ibs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE AT PLANTING SPACING QUANTITY ACER RUBRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 11 QUERCUS PAZUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 11 ILEX CR£NATA "H£TZ11" H£TZ HOLZ Y J6" HEIGHT 3" ON CENTER 46 J 4 3 zO �z� Q o o wd Meow 10 wow N UJ Z Z U O (n Q �o (BIZ �C)w ) G L1_ O U �� O o Q "°wwoo- v vi LZ. -� U a) U) :t d � d rn v Q Q0 O o I N U u7 u7 vs �, a CD "t Q C o N 0— Q QD 06 Ui a) > M Jd� N n ri c 0 0 C) r_n r � W o_ 0 F- LL N cn .� 0, L a) + C vi O (1)4+ N A- C C G. w 0 Q Z g 0 CL 0.0 Q Z 0 F- wZJ Jg r a � U O Z U Z ojr W:D Y ` 0 w V V � � Y o lx U W O = U)w o � 0 Z Z o v w o o: ry G_ \ 00 1— �� o �C) LO o _ r. O � N N w T� o � w w � et- - U 0 � 1_ Q w CY w a U) U) C Q v o w Li 0 Oz J w w re) V- Q U C) M a z o o U 700 7 N Z w � x wM 0 0 U 4` x 1 1/2' NOTCH CAST iN PLACE WTCH E)(15M CURB ELEVATION E1M SIDE ALUM QiATiN6, 32` WDE LENGTH AS REM �- NOTCH C x 1 1/Y BOTH SIDES lrllt{D AND � ENNINEELMA'Wr A& a, jIfflum, M-11 DI , 1/2 SECTION CAST WONSECTION STEEL NOTES 2•_7'• L 2V2" x 2t/2" x t/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lugs to be cost with collar T-31/i. 10'-4" long FOR DEPTH GREATER THAN 10' USE STANDARD B B 2. THE ~H•' DtNENStON SHOWN ON THE STANDARDS THE PUNS BE A ____ A AND SPECiFIED ON WILL MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. CAST IRON ,k welded PLAN 1N OlI EiQSICINS ARE APPROXIMATE ONLY FOR PURPOSES AND THE ACTUAL 66 ± IOIAENSIONS ESTIMATING SHALL BE DETERMINED BY THE NO tional v3 ". CONTRACTOR FROM FiELD CONDITIONS. Brace Ribs ine4idi" 111A Web oI 3. WHEN SPECIFIED ON THE PLANS THE NVERT IS ---- connecters TO BE SHAPED N ACCORDANCE WITH STANDARD to collar IS-1. THE COST OF FURNISHING AND PLACING A.L MATERIALS INCIDENTAL TO THE SHAIPNG 15 TO BE INCLUDED N THE BD PRICE FOR THE STRUCTURE. /�' '-7" 9'/i x 4" x 1'/i Luys 4" 4. N THE EVENT THE INVERT OF THE OUTFAIL.L PIPE IS HIGHER 1H1W THE BOTTOM OF 714E Stud Shear STRUCTURE THE INVERT OF THE STRUCTURE 4 connectors SHAI.L BE �HAPED WITH CEMENT MOIRTAR TO 1, Z' , 91/2" 1 PREVENT OR ROi ER OF URNS N THE STRUCTURE. THE COST OF FURloSHx4G STRUCTURE. COST PLAN 'j� AHD PLACING ALL MATERIALS INCIDENTAL TO ` IS OUCTTUREBE �UDED N THE 9D 4Grote Removed) NI k L PRICE TMET OR THE STRPING !! 2' SECTION B-B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0- OR GREATER. FOR DETAILS SEE STANDARD ST-1. DIMENSIONS FOR COLLAR DETAIL S. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE, CAST IRON ONLY 7. 1t 4 X 8" SMOOTH DOWELS AT AREAS D ADJACENT 12" C-C TO 8E PLACED N A44 AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT Hodwoe Cloth 2'-6" SETTLEMENT. N LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD 2._7. T' Diameter p_3•• T-01-3.4 FOR ALTERNATE DESIGN. weep tole a~ e� See to 8 " N B. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/J4' MESH OR GALVANZED � DDDDDDDDDDDDDD 0,03" WIRE CLOTH STEEL WIRE. MESH iAsrIBER 4 MESH HARDWARE CLOTH AIVCH01tE0 HARDWARE r=4i" Wr D. ColMor ��: "•-4" depth Aggr. M88, • 79 a C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. s 12.. 18 x6".�dth DDDDDDDDDDDDDD 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 9. F NIH �M a 24~ DDDDDDDDDDDDDD If N 4000 p )' PRECAST CONCRETE IS TO BE �' "' ") • _� 10. ANY ALTERNATE METHODS OF ANCHORAGE D. �" • ° MEETING YTBE �STiI'TUTED FOR ` - DDDDDDDDDDDDDD THECASTCAST RON LUGS AS SHOWN HEREON. SECTION A-A�� 4" CONCRETE QUANTITIES FOR MIN. DEPTH T'.;;I� --I 12" concrete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D IS" concrete pipe - 1.528 Cu. Yds. Concrete IB" Concrete pile - /.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete CRATE DETAIL Add 0,469 Cu. Yds. per o"tiondloot of depth. APPROXIMATE WEIGHT Cast bran Grote 363 ± 18 Ibs STANDARD DROP INLET SFECFrATM 1211 - 24" PIPE: MAXIMUM DEPTH (H) 10' y 233 VRGINIA DEPARTMENT OF TRANSPORTATION 302 104.01 PB-I TNST'RTABLE SHEF,T A 1 S 1 GENERA_ I. 1/ETHOD "A' PIPE B=DDHVG SHALL BE USEC FOR ALL TY=ES OF PP: ZLILVERTS IVITFIN THE ,aprLCAI3LE IIEGIIT pF "OV-R RANGE NOTLC IN TIC STANDARD F`C-1 TMLES UNLESS O'HER'WIS= NO-:D ON THE PLANS. 2. H - HEIGF-T CF COVEP, MEASLRED =ROM -OF OF CULVERT TO INISHEC GRA E. 3. b - EXCAVATION DEPTH AS SHOWN ON PLA1,15 OR IC FIP%A BEARING SOIL. CIRCI-LAR PIPE I. J • JUI `;ILL DIN& I ER OF FIPL. 2. 0 - INSIDE DIAMETER JF M-'L. 3. X • W DTH OF CLASS I EACKF LL VATERIA_ EEYOND T-IE EXTREMITY OF THE PIPE. X . 12" VAILR= d 'S LESS TIINI 36". x 19- VIHER_ (I S 36' AND GREATER. 4. VIHFP.F -IIRFCTF-) RY TAF FNGH•IFFR. RFODI\C, VATF_RN, VAY RF ELIMINATED FOR NUItVAL EARIH F(X:'NDAT.ONS UNDEIN ROUIINL LNIRAI3CE PIKE !EX(;EI'1 I:LI'SIK; F'IPEJ 30' ANC LESS IN DIAM[TCR VATiI ICIGHT CF COVER '5'OR L-5S 5. REGULAR BACKFLL MATERIAL MAY BE USCJ IN LIEU OF CLASS BACKFILL tAATG71Al. FOR AL_ =OUNDATICN TYPES FDR ROUTHaE ENTRANCE PP_ :EXCEPT PLAS C =IPE) 33- AND LLSS Rl DIAAf_ I ER "W 14 H_IGH OF COV'LH 15' OR LLSS. 6. ELUDING MATERIAL ANC C-A_S IUACK-ILL MAILMA.L MAY UL cLMINAILJ FUR SHOULLIL4 SLOT IW FT (D -13) OUTI FT PIPFS INSTAI I ATICddS E-LIPTIC;,L PIPE I S, OUTSIDE SPA\ DIMENSION OF PIPE. 2. S2 INSIDE S=AN DIMENSION OF PIPE. R - CUTSCE RISE DIMENSICN CF PIPE 4. X - WIDTH ;F (,'LASS IUACKFILL MA.LKIAL B_TUNU THE EXIHtVVY OF 1-L PIPE. X ti" V/H=R= S2 S LESS THAN 36" X 16" WHERE 52 5 36' AND GREATER WHERE DIYECTCC BY THC FNCINEFR.:9CDDING VATrRiA MAY T3F r IMINATCD FOR ^ NORVAL EARTH FONDAT'ONS UNDER ROJTINE ENTRANCE PIPE WHERE S2IS 38' OR LESS ANC HEIGHT Or CCVCR 15'OR LESS. 6. REGULAR 8AGKFI'_L MAILI IAL MAY UE USED IN LILU OF CLASS IUA(;K=ILL MAILHIAL FUR ALL FOJNDA-ION TYPES FOR ROUTINE ENTRANCE =IPE 'NI -ERE S2 IS 38" OR LESS AND I -EIGHT OF OOVER 15' CR LESS. PIPE AHCI- 1 c - SPAN i)IUFNS1')N '?F PI=F. 2. R - RISE DN--NSION O PIPr 3. E SEE 'C-' 'ABLF FOR APPi L^.ABI F P PF MATFRIAI 4. x - WIDTH OF CLASS IBAZKFILL VAIEPIAL BEYCND T-E EXTR:MIT" OF THE PIPE. r - 12" 7fHE-,E S2 IS LESS THAN 36'. > - 18' 'WHERE S2 IS 36"vA140 GREATER 5' 'W'-E`?E DIRECTEC BY TF-E ENGNEER. ECDDING MATERIAL MAY BE CLIMINA-CD FOR NOP.IAAL =ARrH FOUNDATIONS LINDE:R ROUTINE ENTRIWZE PIPE WHERE S2 IS 35' CR LE:.S AND HLIGHi O= COVER 151OR _ESS. 6' HLGUL1VR BACK-I-L MATERIAL tMY BE USED IN LIEU OF C_A5S I BACKFI_L MATERIPI. FOR ALL FO iNDA-'ON TY=ES FOR ROUTINE ENTRANCE PIPE 'NFERE S IS 35" OR LESS AND I-EGHI UI -QV;H 15'GR LESS. ZPFC.FICAr10N INSTALLATION OF PIPE CL,L VER1-S A.NC STORKI SEG^rE_?S EEFEREVCE NEW line h S02 303 EX (1 � 85 83 --- - I �--�-, ----�-/ -`- - 1 ` ! I co v) I PROP GRADE IX 13 0 I f , t r J I _ C2 I I I C6 5 I I _-Ci 65' 26' 0 0.50 % 1 0 (�.50 % 5 ,� -0.50 0.--- 1 CPP 5" CP I 0 ---fi'"-CPP 0.50 15 _._ CPP �9 _ 15" 50 q 15 "� CPP - --- -- -- -- CPP ~ - 1.51' MIN CLEAR __ - N � CN C) '4 I'-)l - 11_ ---t�00-- - - - r.T f\ U c)U -- -`- -- I d C'�7 U --- { - ' � U t0 V Ui --� -- - -- - -- - :I_ II Z CL '0M CID � N COrl- ��'6P) cc 00 ��~O^O+coo oI00I apO N � 00 O.Ll ll CIOI 46 LQ 11 z?Ow0 � � Oi �II Iq II 0�Z Z O cs, 0+00 0+50 1 +00 1 +50 STORM 845 PROP GRADE EX GRADE C7 840 1 0 0.50 9 -- 15" CPP 835 U ih V U41 Loi007 NNE---r KKK nM(10 �1 �4�00 00Z3 II ZZ0 II O �O f M�Z DOF►Z'L -i-- 2+00 2+50 3+00 0+00 0+50 STORM concrete pad V-6' sq. x (r deep 4' stone screw type W-M adjustable valve box 36• min. , location rnarker stone valve megakrgged magaiugs to main mogialug 'i :,^,`''.y$ 17: .'•',=;2v .!pK. �.t.s.`-S•.,'t.}.;.#.'•v"'>:�CSS.r.� 1.✓+'.•S.i: i,' 1hnlst block 16' to 24' 8-x 8-x16 solid block (tor vanes 12' and larger) Nate: this detail Is also used for butterfly valves, GATE VALVE Figure 7 01.3A.38.3C EXPANSION FOR DETAILS OF INLET K •�+T E)A'AIHSION JOINT FFRAASTL CO V IC 2. BACK OF SIDEWALK BARS �• 2" 911R5 C e' - IRS F • BARS 8 r . 1 r 1 I Q W r--- ' , ") x ' ,A1 F L AAR AI 1NOTE 5 it ;� At5 0 FACE OF CURB ' "�' a ROL JOINT CRACK CRACK CONTROL JOINT _4 T * I «--"' 2°'0 SECTION A -A 6. PLAN A. A t0' MAX. r KEYED CONST. JOINT L-VARIA6LE -MAX 2O' {8 1 �"� GUTT R I I = � B $ 3 A OTTER H N il. h __ . '-- - --------- ------------ ------------ ------- �' ------ - ---- -J - ` 1 BARS F ARSE L1.•- B N , BARS E ' *3" DIAMETER BARS B WEEP HOLE FRONT ELEVATION BANS F " r-e~ " ------- - ---� (GUTTER REMOVEOt vt•ATE SECTION 8-8 ... "R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 t. CG-7 STANDARDS.I/4 �'. G2 IV14" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE 8 I/J" X 4- STUD SFISFEM COMECTOR WELDED GALVAtNIM PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE ON AT 7C-C. COiNECTORS MO iS TO BE ANC140RED WITH Y2- X 4- STUD SHEAR NOSE DETAILS WELOED TO BENT PLATE AT 2'C-C. APPR.PAVEMENT DI-3A t , L DI-38 L DM3C L ": WARPED PAVEMENT I I 1 i i SLOFLO W I �� C 0-i 0-i 0-i DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SACS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) 8' 233 VRGINIA DEPARTMENT OF TRANSPORTATION 302 6• die schedule 40 steel /f?•: pipe filed with concrete `;;�, 3! and painted yellow Hb corxxete 84 845 840 bra K 840 U 6" DR-21 0 J 3 4n 4" _ x� W o m 835 t. z. z � • - _ Lt F- O CN O CO - tl� Q �) + I + + 0+00 w �� WATERLINE zo )r< �COC� UO PVC 'X PRO GRADS 0 - RADA-ca I 31' 1.00 SDR21 - _--- _ - 77744' - I 4 01.00 ® . 4` PVC 0 .. DI�21 P SDR21 O U O U O 00 I� tp �Co in 6611 co co�00 11 jQ00 z 11 ICI O �O� O II - 11 ZO oZ oo z_�+2oz o o+ ? 0+00 0+50 1 +00 SANITARY LATERAI L GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH 50 ft. HOR/Z, 1 /NCH 5 ft. VSRT. direction of setting to be approved prior to Installation as required I rconcrete pad 1 •$ sq. x G' deep N screw type adjustable valve bpvol�x�� rcc' locator marker FIRE HYDRANT ASSEMBLY Figure 8 mednarvcal joint swivel tee with 6' branch general back (see note) soled backft8 e note) r concrete CONCRETE CRADLE CONCRETE ENCA NOTE To be compacted to 95% of ASTM DM mod u>rn density. TRENCH & BEDDING Figure 1 >elect badditi note) 20.0. CONCRETE ARCH I TABLE OF QUANTITIES 'select baGdill o rote) R finished / VA1.Co, Inc Fig. No. 71 BOB Rn with Id marked cola 'SEWEil' bott m I - of box SDR 35 gasketed be" wye sower mote), roan SDR 21 (see = . Vic`^•-". , .-_. cast,nx, cleanout cap with brass / plug must be 8• from the top of the screw type adjustable box FbIll. �- e concrete skid pad 0X 6' deepea out cap with brass g a countersunk square lla Model PMSV-CSK (41 aa o pipese spit by `� adapter etad SDR 35 gasketed . -! : N 45' bend `- 8' stone bedding NOTE :I top of sewer main Is grouter Itmn 16 deep, then wye and trend to be henry wail SDR35. SEWER CLEANOUT Figure 16 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8'x i/4• or 3!4' 16 k1. Die Non- -Traffic M32C-PW Traffic A32HH 1' 24 in. Dia Non -Traffic MG-30 (Frame) WITH RML-1-T (Top L to Traffic MG-30 (Frame) WTTH RML-12-T (Top Lid) Opposite Side y. - -� h�r_�nr■ 111 11 . COPPERSETTER meter Size Opposlte Side Same Side 5/87k314' VBHC72-181ND-4444-B4 VBHC82-IOWD44-44-84 3/4' VBHC72-IBWDA444434 VBHC82-1BWD-4444-04 1' V13HC74-15WD-44-44-84 -N/A - INSTALLATION NOTES: 1. Enact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase In 3• d4vneter SCH40 PVC or SDR21 pipe. The piping shall nm from one loot beyond sidewalk, across the street, to one loot beyond sidewalk. b) Instal 12 gauge Insulated copper wke (for fine tracing) from corp. stop to Into the meter box [wrap wire around Corp. stop; wire to be laped to top of PET at 10 foot Intervals; come up Into meter box and terminate level with angle ball valve]. 5/8-K3/4-, 3/4- & 1- METER INSTALLATION (4 FOOT COVER) Figure15 a-aA.313.3c T"VE L AREA OF SLpT REIN ORCING STEEL Cancr a A som B C BARS DBARS E BARS F JMT Ft, FI_ Cu. Yds 140. L1n. Ft. Ii %a. I V& Ft. No, I Lin. Ft. Ns, I Lin. rup No. Lim FL No. Lin. Ft. No. Lin. Ft Lbs. Or-3A -&- t1S 2 - - - t 5'-7" 3 1 S-2" - - - - 6 2 4• IJM 2 5 t" ? -7• 5'- 3 3'-2' 4 r-6" 3 r-6" 4 - T64 6' 75 X02 5 5-7" 3 Y-2- 4 3" 3 r-6" 4 T- 8' 3&7 5 S'- 3 3'•2" 4 `- 3 1-6" 4 01-38 a 5 7-6" 14 8'-7" to G.- 3 -' 3 Y-2" 4 T- - 3 7-6" 4 r- 4 I? sm 4.34 5 W-6- 19 -7 6'-10- 7" 3 3'•2" 4 -S 3 r-6" 4 T-0` 2 1 3 3'- 4 1T- 3 -6" 4Of 298 16' 7 3 5 -S" 25 &-r-7` 3 31- 4 13f- 3 f_6 4345 - 18'3 •7' 3 S-2" 4 LY-6' r-6" 4 - 9.17 0.09 3 17'-6" 34 -7" 3 1 V-7- J 1 3-2' 4 i'A'-8" 3 T-6" 4 T-Ir 4 6 .75 3.01 10 r-9" 4 Ir-7" to 6'-VP 5 1 5*-7* 3 1 3'-2" q r-9" 6 r4r 2 T- Tit 8' 7 4 10 2-9" 8 -7- '- " 5 S'-7" 3 3'-2- 2'-V 6 1-6" 2 T• 10' 4.58 3.82 to 1-9" 12 G-7" to V-10• S 5'-7' 3 T-2" B 3r-for" 6 r-6" 2 r- 011•3C a'-r is •-7- to a.-N! 5--r 3-91r- 4 7 10 W -9" -7" to Ar _§__ 3 3' 1B' to 6'- 2a -7- t 3 3•- -9" r-6" 2 - 4 2 HO T 5.7' t. 6 .7~ 10 mr-lir NOTES 1. DEPTH OF tsLET im TO BE SH11)H1111 ON PLAINS. 7. *4 X 8" SMOOTH DOWIiS AT APPROAMIATELY 15. THIS INA MAY BE EARTHErL IN WHICH CAW PLAMD IN PWVENT ARM ADJACENT THEEXPANSION� 18 WILL APPLY OIq Y TO 2. THE 'M" DIMENSION SHOWN ON THE STA OMW TO �T1ING�CONCHRETE O TER AND SPECIFIED 00 THE PUMTS WILL BE SETTLEMENT_ MEASURED FROM THE INVERT OF THE OUTFA.L 16, CONCRETE OUAWTTTIES SHOWN ARE FOR DEPTH PIPE 70 THE TGP OF THE STRUCTURW_ S 3" DWATER TIEQ' HOLE TO BE LOCATED TO (H) or 5'-2" WITNOUr PIPES. THE AMOUNT' PLAN "H' DI/F1ISTDMS ARE APPRO)WALTE ONLY DRAYN� DIRTpty�, WEEP HOLE yTITH IJa'__M DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUMITtT1ES. FOR INLETS OF FOR ESTIMATING PIAtPQ�S Alp THE ACTUAL THE 12"Xt2" PLASTIC HARDWARE CLOTH DIFFERENT DEPTHS ADD OR SUBTRACT 0 3I DIMENSIONS SHILL BE DETERMINED BY CbffRACTOR FROM nELLD Ca DITTOHS. OR OALVAHMO STEEL LIRE M�IIM OfAYETER OA3" NILILM 4 MESH HAARDRAK CUBIC YAWS OF CONCRETE FOR EACH FOOT CLOTH AWCW6 FIRMLY TO THE OUTSIDE OF DEPTH_ 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO SE SHAPED N MCORON la WITH STMIOARD 17. LENGTH OF ANIME IRON AS 500111011 ON SHEET 1 IS-1, THE COST OF FURNISFW16 AND PLACING ALL 9, ALL ORC MiG STEEL StNALL HAVE A Mal. ar OF Z 15 TO L +16" AT OLIO LBS !FT" MATERIALS IK�NTAL TO THE SNAPIfG IS TO BE INCL1m IN THE BO PFILE FOR THE STRUCTURE. COVEk Y. 18. ! 0040TES LENGTH Or ONE (1) aM. 10. ALL RElliORCM STEEL TO BE CUT CLEAR OF IN THE EVENT THE WYCIT OF THE OUTFALL ALL OPENINGS BY 27. to. ALL RWORCND BARS TO BE*5. 4. PIPE IS HIGHER THAN THE BOTTOM p�FF THE STRUCTLRE THE INVERT OF THE STRUCTURE SHALL BE SHIAPET i WITH CE*wr MC RTAR TO 1L CAST-N PLACE COTCRETE IS TO BE CLASS A3 (3000 P50. PRECAST CONCRETE IS TO BE 20. WHEN lilElf IS USED N 4'-0- MEDIAN, BACK OF GR.ET iS TO K SHAPED TO CMOM1 TO PREVENT STS40M OR PONDI(G OF WATER 4000 PSI, PROPOSED CUR& N THE STi IIJMRE. THE MST OF FMRMSH W, AND PLACIND ALL MATERIALS NCWITA. TO 12. LENGTH OF SLOT (L) WILL. IN EVERY CASE. BE THE SHAPING HS TO BE INCLUDED IN THE 00 SH MN ON PLAINS. PRICE FOR THE STRUCTURE. 13. iF INLET I$ C0111SMUCTED IN MED W CURB CR 5. STEPS ARE O BE PROVDED WHEN H IS V-O" WITH I(TEGRAL CIM, GUTTER IS TO 13E OR GREATER. FOR DETAM.S SEE STANDARD ST-t. OMITTED LSEE DETAIL). o_ THIS ITEM MAY BE PRECAST OR CAST-N-PLAN', 14. STANDARD INLETS NAY BE CONSTRUCTED WiTH CONCRETE BLOCKS !N ACCORDANCE VRTH THE DETAILS SHOWN ON STANDARD DRAWING DI -Mg. Sheet 2 o1 2 STANDARD CURB DROP INLET 1211 - 30" PiPE: MAXIMUM DEPTH (H) 8' 233 302 VIRGIIA DEPARTMENT OF TRANSPORTATION 104.10 L \RGINIq Y O J 3 z _ k 0w Z Q O 0w� �Ow Z n Qc�O H�z _ UO �W(D N ( Q �0 woui �� O � 4/ CaL01Voo W J 0 (0 M i' U .(D W M Q () V 0- 0 0 I 0) cn In N a O O �f Q 0 N O -I Q (C) 06 d d (1) J r- O O C) Lo i\ 0 IL Ui •L 0 C U) O u 44 4+ U) 0- W O J O z O �Z5 Y UU Llj U Y OW z ff o Y 0 Z U W O o C3 dr CC W '\ Op Ld I- \ qZt LO Z p 0 0 V Q ~ W �j V Q 0 o MW O U W tL') f- n Q U C) W 0 CL � (n ~ Q 0 Q C� (n W S (n C7 Q Lj Lj °- X U LL _J O CDUj (� F- z M O 00 Q w ZD Q d vU 0 z w o Of W 0 � 0 _W-I U M d- CG_6 NOTES: 1. THIS ITEN MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI iF PRECAST. 3. COMBINATION CURB L CUTTER HAVING A R"S OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAiD FOR AS RACIAL COMBNATtO N CURB 6 CUTTER. 4-FOR USE WITH STABL12ED OPEN --GRADED DRAINAGE LAYEER R, THE BOTTOM OF THE CURB TOOTHHEETSLOOPE-OF SUBBASE CASEPARALLEL AND TO THE DEPTH OF THE PAVEMENT. 5. THiS CURB MAY BE USED WHEN DESIGN SPEED IS 40 UM OR LESS ON RURAL HIGHWAYS AND 45 MPH( OR 4" 2" R LESS IN DEVELOPED URBAN 6 SUBURBAN AREAS. M' THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC-7 15 REOtJMREO. b 6" • A r:r A A O A A p A A • b b b b � A - -----'-"-""-- v THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6' 2•-0" SUBBASE COURSES PROVIQEO A MtNIAIUM DEPTH OF 7" iS MAINTAINED. TAMS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 REVISED ON 7-01 REVISED ON 3-03 REVISED ON 1-04 CC-12A TFi @o) 7" WI ICRC STD. CG-3 OR CG-7 IS USED. o•o'. STD. CG-2 ®6' 12.1/. MAX. 481 MAX. OR 0:1 L.� -- 3----tT�r _ 'M MAX,) ECTION A -A A 5 x 5 DOWELS, 8" LONG v '2" C-C PERMISSIBLE SLOPE 10=1 CONSTRUCTION JOINT 'ERMISSID-E MAXIMUM :ONSTRUCTION JOWT mnrnsm, A TANGENT PLAN -ROSS*ALK --I dtOSSWI�K TYPICAL PLACEMENI AT INTERSECTION WITIIIN CROSSWALK SECTION R-9 LIITS OF EXPOSED AGGREGATE SIDEWALK o. ® ACCESSIBLE ROUTE 15 DE-INED AS A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONVECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES , b THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDNG (48" WIDE) caosSwuK REOUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. ---� np CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WiTH SLIP RESSTAN7 INTEGRAL R) DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLUOR (RAMP FLOOR MAY BE PRECAST OR CAST N PLACE). THE CETCC"ABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE (j FINSH. RAMP SHALL NOT EXCEED A MAXMUM SLOPE OF 12::. cRnsswaK I SLOPING SIDES OF CURB RAMP MAY BE POURED MONCL17HICALLY W TH RAMP FLOOR OR BY USING I PERMISSIBLE CONSTRUCTION JOINT WITH REOUIRED BARS. TYPICAL PLA�EMEN i IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJONNG FLARED AT INTERSECTION S13=S CAN BE CAST IN PLACE AFTER FL.ACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL VVI-) HIN CROSSWALK BE CLASS A-4. (WITH BUFF Eq S I kII i REDUCED BARS ARE TO RF NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MD -DEPTH OF RAMP FLOUR. U14MUM CONCRETE COVER 1/2" CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIOEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN-PLACE. CURBfCL48 AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR C1RB1CUR8 AND CUTTER. WHEN USED IN CCNJL'NCTION WITH STANDARD CC-3 OR CG-7, THE CURS FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AN] CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED DY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS 'WFiREYER AN ACCESSABLC ROUTE T WITION TILE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EKISTNS, PROPOSED, OR NONEXISTENT, THEY MLST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS DIAGONAL VARIATION OR A DIRECTED BY THE ENGINEER, AND S-IDULC NOT BE LOCATED BEHixv VEHICL- 51'CP LINES, EXiST'NG LIGHT POLES, FARE HYDRANTS. CROP INLETS. ETC. Vnt , N SO AFFECT PLACEMENT. 1014 PERP INUICULAR CURB RAMP KFEWWE (ACCESS FOR MOBILITY IMPAIRMENTS) 105 2C3.D5 VIRGINIA DEFARTMENT OF TRANSPORTATICN 502 REVISED ON 3/03 REVISED ON I/04 REVISED ON 7/04 ?'-10" M1HL--'r'i� 5 ._•�►� (12�1 MAX.) 02- t) A � PEP,Mt'SSIDLE CONSTRUCTION VAN. M w B .� - -z� B .� > I A --c-1 I ANGENT PLAN JOINT CROSSWAJ_h [1` CROSSWALK TYPICAL PLACEMENT AT INTERSECTION CG-12B ® T• WHERE s WITHIN CROSSWALK CG-3 CG-7 IS IS USED. NOTES : STD. CG-2 6'- STD. CG-2 THIS DESIGN NCORCPORATES A RAMP, FLOOR AT BOTTOM OF TWO SLOPING SIDES WiTH GO" X GD" MINIMUM OR CG-6 OR CG 6 DIMENSIONS. PLACEMENT OF DRAINAGE STRUCTURES IS CRITICAL. CURB RAMP FLOOR TO RE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 20 :1 48 :1 MAX_ DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLCOR (RMP FLOOR MAY BE 4.' PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL Dr -PROVIDED BY AN EXPOSED AGGREGATE FNIStT• RAMP SHALL NOT EXCEED A MAXIMJM SLOPE OF 12;1. SLOPING S'T)ES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING SECTION A -A PERMISSIBLE CONSTRUCTION JOINT WITH REOL:IR-0 BARS. F RAMP FLOOR IS PRECAST. I IDLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOHNG FLARED *5 DOWELS. 0" LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL v 12, C-C PERMISSIBLE OF BE CLASS A-4. S'_OPE 12:1 REGU2ED BARS ARE TO BE NO. S X 8" PLACED 1' CENTER TO CENTER ALONG DCTIT SIDES OF THE RAMP VAXIMUM FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11'I"- 0' CURB RAMPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT o CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN-PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CLRB RAMPS ARE INCLUDED N PAYMENT SECTION B - B FOR CURB/CURB AND GUTTER. WHEN LSED IN CONJUNCTION WITH STANDARD CC-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS .o.•�. TO BE ADJUSTED TO MATCH THE MOUNTABLE CURS AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE FNGtNFI"R. b-a• LIMITS OF EXPOSED AGGREGATE SIDEWALK THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVLR AN ACCESSA13LE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTNG, ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONEXISTENT. TIIEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN CN PLANS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTAN" OR AS DIRECTED EC EO BY THE FNGINFE3, AND SHOULD NOT 8E LOCATED BEHIND VEHICLE STOP LINES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN BE APPROACHIED, ENTEREC AND - USED BY PERSONS WITH MOBILITY IMPAIRMENTS. sKcwIc'klvj PARALLEL CURB RAMP :KrvcMCE Sot (ACCESS FOR MOBILIT ' IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 CG-12C ♦ MIN. CROSSWALK 2' MIN. AT JK 2" HER THAN EDGE OF PAVEMENT AT )K)K SAME AS TOP OF CURB moss H CROSSWALK H s TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP 5' ® 7" WHERE STD. CC-3 CC-7 IS USED. STD. CC-2 M ') STO. CC-2 06" 48, 1 MAX, O GG 3 I A -.�, ALTERATIONS OR CC_6 - 20 =1 ;. �. ,• •.. ..r .. .. 4" I PERMISSIBLE CONSTRUCTION JOINT NOTES SECTION A -A III ME B THIS COMBINED (PARALLEL % PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WiTH i ADJOINING BUFFER STRIP. LAlIOINC AT BOTTOM OF TWO SLOPING 510E5 WIiH 60 X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A•4 IF PRECAST) WiTH SLIP RESISTANT INTEGRAL T DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE MAXIMUM OF 12 :i T X A M SLOPE FINISH, RNAP SHALL NO EXCEED A SLOPING SIDES OF CURB RAMP MAY BE POURED MONDR.ITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WiTH REOURED BARS. TANGENT PLAN IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES - b LM+ITS OF EXPOSED AGGREGATE SIDEWALK CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. T S OF E RAMP T BOTH RE01lIRED BARS ARE TO K NO. 5 X 8" PLACED Y CENTER i0 CENTER ALONG BO SIDE /I FLOOR, MID -DEPTH OF RAMP FLOOR. MMMMUM CONCRETE COVER 11/1". #S DOWELS, a" CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT LONG 0 12" C-C PERMISSIBLE CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE•N-PLACE. SLOPE 12 / CONSTRUCTION JOINT CURB/CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAPS ARE INCLUDED N PAYMENT MAXIMUM FOR CURB/CURB AND CUTTER. WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD iS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONNFIGURATIO N. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SECTION B-B THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER M4 ACCESSABLE ROUTE ® WITHIN THE RIGHT OF ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCTED. STABLE. FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. FACILITY THAT CAN BE APPROACHED- ENTERED AND EXISTING LIGHT POLES. FIRE HYDRANTS. DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. USED BY PERSONS WITH MOBILITY fAPAM(MENTS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP SKCMTON milmm (ACCESS FOR MOBILITY IMPAIRMENTS) �z ,, RE.,,a, 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION J `k iq T � Y O 1 3 Z 00Z� Q O O wa,Ow Lj _ vo (Fn�z w0 H0 wow Tr fl� Li 6 U O O �04 - N O W Z J W U w 1- 0 m Oz U Z o� WS Yce O LLJ U F- V Y ILL. 0 La Ir ir O = mEj Z JE Z C) m [� U W O O 0- Ir oc CD CO r Z to 0 ICI t� 0 0 yj U) N W 0 w W Q (D (� W Lil t— Lu O 1-- Q LwLJ C) Q C) 1: Lil U a Oa Z (� Ld 1— < 0 Q < 0 o a zO) O cr) Q LiJ w py z LLJ � _ 0 0 C) REZONING REQUEST PROFFER 1roperty IdentificAt ion Number 52-A B and 53-A-79 G-aimesboro Meal Diatnict wWW, IhC. ��._ m Pu mant to Section 15.1 491.1 et. .. of the code of Virginia, 1950, as amended, and the provisions of the Frederick County inning Ordimae with respect to conditional zoning, the undersigned applicant hereby proffers that in the event the Board of SWavisors of Frede fic k County, 'Yurgiraa.► shall approve Rezoning Application #_ . for the rezoning of 70.9065 aegis from Rural Area (RA) Zoning District to the ff4Tway Comnwcial (B 2) Zoning District, development of the subject property shall be dome in caonformity with the terms and conditions set f n th herein, eaccept to the extent that such term and conditions may be subsequently amended or revised by the applie nt and :such be approved by the Frederick County Board of Supervism in accordance with 'Virginiaa. law. Should this petition for rezoning not be approved by the Board of Supervism, fl= them, proffers shall be deemed v%ithdmwn and of no affect wbatsomw. These pro%gs shall be bin ft upon the applicant and their legal nwxessor or assigns. Deveelatrme rt Flo The development of the subject property, and the .Ribmission of any Master DeMopmmt Plan " be m confornaaun+ce with all patina Corr regulations and shall be in substaa:at.ial 03nfOrnl4y with the Gcnerartwd Developmem P3.M dated June 20, 2003, sheet 5 of 5, which is attadmd hereto and incorporated herein by rrefcr�, Street five The Applicant shall design and cons ruct all roads on the subject property consistent with the CowAy'as adopted Round M land Use Plan far the area, and according to uniform standards established by the VricrgWa Departmew of Ttanspoortation (VDOT), and as may be provided in these proffers as illustrated on the Gawalized Development Plan which is attadmd hereto and mc*q*mteed hordn by rr f�'"r�EincR"i. L On U.S. Route 50 a new intersection shall be created to allow the relocation of VA Rmae 803 and to allow flit intersection with a major collector road savbg the 'WWW Site. Work -involved with this item to include lei turn lanes on U. S: Route 50 wesdxnmd lane and eeastbound lane within the median and right turn lanes onto Route 803 (EBL) and the major collector (RTBL). The iron to be stoplight Coiltrolleed. The design for Route 803 reJocation to be provided by owner. it is anticipated that the Route 803 relocation will be suppheed by VDOT fiandxxw,g. The applicant will be responsible.to kmm that hurdling is in placee at the tame of the iv 2 g ddee� development phase of the pr616a sinm the Route 903 relocation is a regUllvinetrt for initial operation of the commercial center- See, item (I)- 2. On U.S. Ronde 50, a new travel lane to be constructed on the worth side of the weAbound lane from the termination of the WMC (deaGmage) proffer to the Weston limits of the WWW, L.C. site. See item (2). Ot 6MW3) pagr 1 of .5 3. Two unsignalized intersections with U.S. Route 50 to be constucted at oisting crow points as shown. This includes all work ne sary to upgrade the crossovers to VDOT standards. See item (3). 4, A. major collector road with 5 l8ft connection to U.S. Route 50 and extending approximately 2900' to connection with the major co llector to be constructed by the W"mc~rheste°, r Medical Center. The hoe and phasing sequence ee of this road will be determined at the time of Mager Development Plan approval, Sew' item. (4)- 5. On VA Route 37 an additional travel Larne with transition shall be added to the northbound on ramp, in order to accommodate the dual lace left, t= on U.S. Route 50, eastbound lane constructed by WMC. Transportation items 1, 2, 3 and 5 shall be construe wd dwxhwg the initial site deveelopnxmt phase of the projea and shall be either complete or bonded for completion prior to issuance of the first ors permit- In the event the Wmchester Me9d.%cal C.e"ter has not Constructed I through 6 contained in their proft of April 3, 2003" (as approved by the FTededck County Board of Supervisors) then WWW, L.C. - will cam se - this construcdon to proceed simultaneously with items I, 2, 3 and 5 above so that all Route 50 and Route 37 impravements contemplated by both of the proft-s will be completed prior to issuance of the first t oaTatncy permit at WWW, L.C. - The applicant shell limit er&ancce ,connections onto U, S. Route 50 to three points as shown on GDP. The applicant shall prepare a traffic generation estimate for uses established by the Site Development Plan to be subriihed .#'or initial construction approval to the County. The combined trip generation(AD1) mall mast exceed I5TPD (average weekday volume) without fttr►her approval by the CeoUnty. The actual trip generation from the project shall be meaaarred by the WWW, L.C. fr Management annually, m data ct>llected in May and with results due on July I of each year, and be available for review as indMdcul site plains and subdivisions for ham uses are submitted for reTiew by VDOT and the County_ The +combined traffic impact from the 70 acre site is not to exceed 15,000 TPD (average weekday voltmte) when Current acuW, counts mA proposed counts are added for ruminative total. If the cumulafiw total for any site plan at WWW causes the total to exceed 15,000 TPD then it is agreed that the applicant shall not file additional site plan appiicaiiom until the County is - satisfied that and manageable levels of service w71 exist on state or inta mal site roa a�>e ys. The SIC code system and the ITB shall be ufi ized for the su 'e�ct projcee bons. The aapplicaant sW perform an updated TIA • of the project on U.S. Route 50 and ofthe Route 50lEtcaute 37 inrtetr wge when traffic eruee radon from the 70 acre site reaches 15 ow TPD (mange weekday volwpxce .. The County may inev- this 15;0e00 TPD limit upv rd, without mod]he c)n of this. proffer agreement, should results of the TIA. show that addititmsi long ir, appropriate. l~3tstorie Presetv4ti2n • The exi," biome (#469) to be chwactaized by histo ical repoa prior to removal. (Rat; cd 612-010-1) Page 2 of 5 The dovelopment of the mib ject prop , and the subm on of m Master Txvelopmwt Plan shah include the t'oilovv* hmnd=pe design feabav £,wiled in these profts and as ftwated on tho �`t'e'fldeWi, d Develeopr wt Plant hated rune 20, 2003 which, is att bed hereto a ad. i corporafed herein by refecmce. • A fifty fwt (50') landscaped -con strip alouog the US Route 50 l "e porflon of the sites ineltx ft an 8' Ka/bikei trail. hAmal paer;:iu& triwelwsyas satd cotmmeroisi strue; ,aea slash. not Fiend closer than 50' to front f0t of way Line on U.S. Route 50. hwt of the GDP (keet 5 of 5) Is an ignstrative dda g shown r the "ose of esiabBo ' a t�adrd of quality to be implemented upon ftal �. A ten foot es ptnee (10) lands ed bufferwa along theo northtm prop+am Um landcaped with *bitumge�retrees or an equg pknt_speoiea, with whin inJ� to be a rcu%aa=nn of four few (4) in height when platted a W planted at too .Hill, structures AA be designed to met the fogowing standards: I . MW=ials vff=d for dies mad s of the Wdings chide but not be Umhed to mmftwoewomy um ('A' brick, afditecturral blool, dryvh, or other sitlbtalttted stun (EM), led or jwWaW 'old and/or gWs. . All `' a 6 w tt ;n the d l0pow on the pro" aW. be+ccrzss .+oted usitt e att'ble "rhhW=1 quo mid. materials, emd swgoago ft such buikUnp sballbe of a thoil °;style and mg=igb. 3. , AR boMAp within the peropft'ty ahaU be +d opiod as it whesive entity, crinning 004 buoding plw =WteGcto rvl UoWuw, paarkb$' lot 110 lnd psa 't%A &poot veWtilm, and editxim cim�ta�ort and odour d+evelopx t eleP,ainezis work togt*w �%r; tad sesth4c0y, 4. A *$Ie nwammttype slgi shA be tam ticar eat& PM )Wt vfttr0m00 0061. of 3) to describe irate W tirm Sign hei 04 be l�#6d to 20" witban they 50' landscapeea lales U.S. Route SO. 1ndividuwd,sips to be allowed per coxed trr zt uck+ n ice lc du Dn bz ge to be the prcfa �►gn type for indiv ,zit. uses, No ot'ber Gips a a1 be located wift the 50' burg am, 7be Apphcat AQ TwDrd and ianclude in oath dew as Cavell as provides ftede'r`fick Cep with a eo►i pl set - of fio,vmatt and Restricdcros pmsuat to ri g '. edeve�+ap�i nand! a.��cw�vw~d by F'r�rieck �.ou�y. art' #I►o'ee ofC mas'pian, Fite Aplriicatawt s 11 appoint an, ArcNtedurtil Central comVittee with rM- 0a. iloluty for. unwriAg sit adhereme to tlx qprovectl Master DeydopmevalMim, covenants and resftictiow. property owa s $hard bed . tried �f cmrxtititorws reeLitLlaag" fo adjoin as 4 iqult=1 opt �dorws. 11*p3 Of 5 IAC � J T _...__- G�teehgicQ1` Study Q Q O� � Z Ld w� mow z i �-� wFnw cD F Z The: Applicant shall prepare a site geatocnical analysis and study for this site, r � e� o 0 L. Z Quo Wow as aappreari for # popes- sing and design of improvements, prior to beginning w W ec0nSbUctw0n of *e itrcprovemerds. and buildings. 0 � 0 " eC pg Contribution f. o ° w w o 0 M � �+et Tract .t��!i,o�r�+�nt The undersigned, who owns the above described property hereby voluntarily proffe rs, that if the Board of Supervisor -,;for the County ofFredeerick, Virginia approves the � U) rezoning for the 70,9065 acres, lying on the north side of U.S. Route 50 in the Gainesboro Magisterial Disuiect of Frederick Couzly, V4nia from RA to B2, the undersigned will pay to Frederick County for the Round Hill Fire and Roue Company the sum of $25,000-00, a; the Sherif's Office the sum: of VP000.00 and the. Administmtion :wilding the sum of ea Q $51000,00 for a total payment of 5,000.00, at the time issuance of the first building — v � perratit of the subject property. Q- N � Ln The conditions prof-crad alcove shall be binding upon the heirs, executors, N _ 0 o actors, assigns and successors in iuterest of the Applicant and Owner, In the event Q 0 o N the Frederick County Board of Supervisors grant said rezoning and accepts these _J 01� condhions, the proffered conditions shall apply to the .land rezoned in addition to other °d 6 � (3i 0) dents .set forth in thG Frederick County Code. -' _'' d N C: N Redly .ubzrwittavcl, o DC cL U H u. PROPERTY OWNER N vi L B9= .a Tay, �, L _ ames R. NV kiins, Jr- C. Robert Solenberger see L _ Vn + Date: /A-7 4�73 DaW Z Ui o STATE C.IF VMGT A, AT LARGE. c'a Q' FRE )MCK, COLTNW, To -wit:: w The oregoing instnime t was acknowledged before rues: this 62 day of lily wim=issl do expires Notaary lhiblie (Rrvisw 6r2n.-4) v ° PROPERTY g�4 q:ya•'. r- d•.a �a C1.F 74 Pc 43eiJ,=.e?''iS 6. � e�7et'.Ilf`.T:{.�i�;' r+,." Ve �s i ..I '4 twl*^�'• t3W.eltt+�.• te'wr _,___.�,: 11 C>w..,.e.,,.1'_ i;"--� !{ roil I r � � 3` � � � ., +a � # �.,..'....•...,�.. �' ,_ a !. �!._ _ _ •s-:t.ii ",w,....s.:.,....m.., .. -:,: ':.f �.:SPt� ..__.ten_,_ .�_.... ,... _..�_�.:...��—•-----r. Page 4 of 5 A st`F--r ar5 Ix W LL. LL. O CL 1.1.E J h = J � O I 2 U Z o� W V) U U Y U L{" p W U) W Z U w 0 O W n Z O Q w Z > F = O a 1� en W VI z wQ I Z 0 0 N V) O Q J ale U z Q o C/) Cf) I z U � 0 el' Y U - o W CK w Z T_ 0 C) U FAIRFAX PIKE VA. ROUTE 277 0 0 PIN # 86-A-18A c BANK OF CLARKE COUNTY m DB 854 PG 1540 0 PIN # 86-A-18 ZONED: B2 o c WINCITY REALTY ASSOCIATES USE: COMMERCIAL m ;u LIMITED COMPANY DB 783 PG 350 ZONED: B2 0 USE: COMMERCIAL v 0 0' 200' 400' 600' GRAPHIC SCALE: 1" = 200' NOTES: 1. THIS IS NOT A BOUNDARY SURVEY. 2. NO TITLE REPORT WAS FURNISHED. 3. THE RIGHT OF WAY LINE OF ROUTE 277 WAS TAKEN FROM A PLAT PROVIDED BY URBAN ENGINEERING & ASSOCIATES, INC., DATED OCTOBER, 2005. AS OF THE DATE OF THIS EXHIBIT, THE URBAN ENGINEERING PLAT IS UNDER COUNTY AND VDOT REVIEW AND NOT APPROVED FOR RECORDATION. THE RIGHT OF WAY LINE AS SHOWN IS THEREFORE SUBJECT TO CHANGE. GRAPHIC SCALE: 1" = 10' FAIRFAX PIKE VA. ROUTE 277 CURB ---------------------- - --- CURB --------- ------------------- --`� EX. SANITARY SEWER ESM'T. --------------------------------- ------------- TH Op' Dennis J. Fenton Lic. No. 2869 j 21 ��/" 6 lAND suS'gI TEMPORARY CONSTRUCTION ESM'T. r---_--------_---------- oonr-)nec:n cir-%ni --_ VICINITY MAP SCALE: 1" = 1000' LEGEND: ,0,-FIRE HYDRANT �a -WATER VALVE ® -WATER METER O -SIGNAL POLE 99 -TRAFFIC SIGNAL CONTROL BOX 0 -WOOD UTILITY POLE — A -OVERHEAD UTILITY LINE F- -GUY WIRE ANCHOR ❑ -ELECTRIC BOX Q -SIGN 1 CONCRETE PAD 0 0 C C D . ;U (-) 0 = C C ;:7 I�1 C7 0-) _ 0 D a FAIRFAX PIKE VA. ROUTE 277 D 0 0 PIN # 86-A-18A < BANK OF CLARKE COUNTY ? m DB 854 PG 1540 X n PIN # 86-A-18 ZONED: B2 c c WINCITY REALTY ASSOCIATES USE: COMMERCIAL m x LIMITED COMPANY _ DB 783 PG 350 ZONED: B2 0 USE: COMMERCIAL o 0' 200' 400' 600' GRAPHIC SCALE: 1" = 200' NOTES: 1. THIS IS NOT A BOUNDARY SURVEY. 2. NO TITLE REPORT WAS FURNISHED. 3. THE RIGHT OF WAY LINE OF ROUTE 277 WAS TAKEN FROM A PLAT PROVIDED BY URBAN ENGINEERING & ASSOCIATES, INC., DATED OCTOBER, 2005. AS OF THE DATE OF THIS EXHIBIT, THE URBAN ENGINEERING PLAT IS UNDER COUNTY AND VDOT REVIEW AND NOT APPROVED FOR RECORDATION. THE RIGHT OF WAY LINE AS SHOWN IS THEREFORE SUBJECT TO CHANGE. GRAPHIC SCALE: 1" = 10' FAIRFAX PIKE VA. ROUTE 277 CURB ------------- - ____________________________---- ------ CURB ___ ------------- --------- - EX. SANITARY SEWER ESM'T. TEMPORARY CONSTRUCTION ESM'T. _------ -� ---------------------------------------- -------- e::-� ------------------------------------------------------------------ --------------------------------------------------------------------- ---------- - TH OF D Dennis J.Fenton Lie. No. 2869 oononc�n einni VICINITY MAP SCALE: 1" = 1000' LEGEND: ,0,-FIRE HYDRANT �a -WATER VALVE ® -WATER METER 0 -SIGNAL POLE ® -TRAFFIC SIGNAL CONTROL BOX 0 -WOOD UTILITY POLE —VA--OVERHEAD UTILITY LINE E- -GUY WIRE ANCHOR ❑ -ELECTRIC BOX 0 -SIGN cn / O CONCRETE PAD \ C B 1 0 0 C D F- . fTl CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the i accordance with 'se noted, specifications for all work to be n acc completed faci lity read for use. Unless otherwise e P tY Y Virginia f The �r Virginia Department rtment of Transportation, applicable Standards and Construction Specifications o 9 pg Department of Health, Frederick County Sanitation Authorityand the contract documents. r shown. exist that are not 2. The engineer has attempted to locate existing subsurface utilities; however, such may a t avoid damage to an y utilities. An dam age a shall be the r hall exercise care in this work so s o The contractor s q Y Y 9. contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain at his expense, all permits required of this work and shall all faithfully adhere to the permit conditions imposed. responsibility A war performed offs ite is the Contractors s o 6. All grading for improvements to be con fined to the project area n k P Y Y P 9 9 P P1 r structures and start o f construction. r approval prior to ordering st c II a submitted to the En inee for ro 7. Cutsheets shall b g All cutsheets should show existinground elevations at pcenterline of utility, structure or road, and offset hub elevation. 9 Y FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from 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. 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 developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to on existing manhole by core drilling the manhole 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 through 2" in size. It is the developer's/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 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 %" and 2" 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 a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V IIconstructionh abor Occu Occupational Safety and 2. A shall comp) with the latest U.S. Department of L p y Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, on employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Site Plan ,n. I',; p,:,:,,n 11. l'I ' ;.�II:IIII' ly .,Illy •''I f II I II I ` Iq ll: Ili I'. .I a ,..,':I :I I, I u y ( ' I l"'II II.II I Il "II ,�II I{ I:,I '! III l I,ull :,, LL, I I .:IIl � !,I iI, (II,III^n .I. Iuu,, I,I,II � II ' II,,� , III II� I:I l Il IIL. II I , I I { I I. I I: I IIIIl l: • ,:, i I� ' ll �II,II .I � II .,.I l I III I I, I llII , I � I I I l I:I I(.:III L, �,JIIL:�., ..II,I L..I:I.1 ,.,I dl ll l:. , I I .,Lh III II,.. ,II,. IL,, R 1I Im IiIIIIIIII(I'lil 1,,: ,.,II'll IIlilllalli1 � , III'..i`t �, 1. I 11o "p, �I ' II 'I I' l1. Ii II�� II''III I'III II1 III' III IIIII I III' I ► :III�:II fIII 'I :;' I ►I I II I I I. II I� II IIIIl LI, IL4L I IIIII II I I lIII I I I I►I lIII.II► I I. I I►I {, II,IlI IIfI I III ,.I I l Ij II'ii I I II III : I,.l I I Ill:...11lli ,, I .. I , ,L,:. � IIII ,,:. :,,I �II II: , ,..aI,�II �I,, ...II IIIL II. I IIII ,. I I .:: L::I ,.....II �II ,. � I 1 �,III 11,I:1 I I I :,I 1:....it L, I,,.._..I I. .I:,,:, Iq pllll!IIIIII IIIIII IIII III- NLI l I , IIII II Gainesboro Magisterial District V1 4. All roadway fill, base, subgrade material, and backfill in utility/storm) sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretiical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. 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 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. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present Burning the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. Frederick County, Virgima TMP 52-A-D Zoned." B-2 Propose' Use.- Commercial V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VOOT 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. PROJECT AREA ,North astern Pike Rt. 50 --Rt. 0 v Rt. 803 ILL R C ESi Vicinity Map Scale 1 "= 1000' MAY 251 2005 REVISED JULY 18, 2005 l l Il� I I.. I I i I II i I I I 1 Owner/Developer: Bank of Clarke County P.O. Box 391 Berryville, Virginia 22611 (540) 955-2510 P.O.C. John Milleson, Sr. VP LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike es er Winch t Virginia inia (540) 722-5852 VeriZon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Lyles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 CM SHEET 2 SITE PLAN 3 GRADING & EROSION CONTROL PLAN 4 LANDSCAPING AND LIGHTING PLAN 5 PROFILES & MISCELLANEOUS DETAILS 6 MISCELLANEOUS DETAILS 7 PROFFERS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. h following items shall be completed: 3. Prior to release of buildingpermits, the P P a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. P a t t o n H a r r i s Rust & A s s o e i a t e s, P c Approved by Frederick County Zoning Administrator Engineers. Surveyors. Planners. Landscape Architects. ^P1VVV\A_ /�) �A H 117 East Piccadilly Street, �P Suite 200 NALD A. MISLaWSKY, R. Z Winchester, VA 22601 a Na, 020674 T 540.667.2139 '71 r,� JOS"- 1Z "I F 540.665. 0493 _0NA1 _ NG Site Plan Approval Valid for 5 Years From Date Shown Hence L-05 Date Project Number: Sheet Number 1 of 7 If } 3 i �' �' � I ! I i f , I _.: agRN t N ! I i f { i , 1 f 1 I i I ' I I I I i 1 �I� I i I fI I i i i i i I i Lj W I r a i �.'E; W d v*: o0V) It LLJ p (0 a, V) O >- w 00 Lj LLJ Od U M (I w O O U0'� z LA O O p 0 o - W t k s )t SS 8 t s3! xl ,. r.;R E.>k.. 's+. �nFNtx.,.�,,,.�ans3,�?a+i,. ,. LIU J it-3 >.,��.I',«�..w��.-.k.,,a., i GR4PH/CS04LE 20 10 0 20 40 IN FEET 1 inch = 20 ft. `'-,G`nAAAAnI\I1AiCAI Tu CRnI ID-1Arinlf`I-I�CT�R 4 SEWER CO TRAFFIC BEARING FIXTURE Q'D DD NOT E TER SIGN I i 10.00' SIGN w -EASEMENT i , 7 S 50' S R.L. v_Y } _- , _! f Ty i _ r 1 � 4 7- ill A I� VERIZ014•,ESIA'T '� ' _ N$54'11 550.48' ADJACENT PROPERTY SOUTH OF RTE 50 GLAIZE GEORGE W JR PROFIT SHARING 52-A-253 Zoned: RA Use: Resid REMOVE EX. 21 " STM CONN. NEW 15' CPP TO EX MH O N EWAY DO NOT ENTER AND STOP SIGN SIDEWALK SUBJECT TO CHANGE WITH PROPOSAL OF ADJACENT SITE PLAN. tax s !'r I' POLE MOUNTED HANDICAP PARKING SIGNS INSTALLED PER VIRGINIA STATE CODE SECTION 36-99.11. (TWO REQUIRED) CANOPY (14' CLEAR) COMMONWEALTH GROUP-WINCHESTER USE: COMMERCIAL OUTLOT 2 52-A-E f 1.52 AC (PROPOSED WITH SP#26 04) , I NO ACCESS PROVIDED U.S. ROUTE 50 - NORTHWESTERN PIKE R/W VARIES 45 MPH POSTED 2" SM12.5A �- 8" VDOT 218 /- WELL COMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale 4* CONCRETE W 2" STONE BASE PROPOSED SIDEWAIX SECTION i PROJECT SUMMARY TAX IDENTIFICATION NUMBER OUT LOT 52-A-D EXISTING PARCEL AREA 1.42 ACRES DEVELOPED PARCEL AREA 1.21 ACRES ZONING B2 ADDRESS CROCK WELLS MILL DRIVE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.2 ACRES SETBACKS REQUIRED PROVIDED FRONT (RTE 50) 50' 164.16' FRONT (RETAIL BOULEVARD) 35' 64.88' SIDE 0 41,69' REAR 0 164.16' PARKING 5' 11' BUILDING HEIGHT 35' (mg.) 24' CANOPY HEIGHT 14' GROUND FLOOR AREA 2,760 SQ.FT. NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED 0.04 MINIMUM LANDSCAPED AREA 0.18 AC. (15%) LANDSCAPED AREA PROVIDED 0.26 AC. (21.4%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250 SF) 11 21 HANDICAP SPACES 1 2 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 0 23 PARKING LANDSCAPING PAVEMENT AREA 37,777 S.F. PAVEMENT TREES REQUIRED 19 @ 112000 SO. FT. PAVEMENT TREES PROVIDED 19 INTERIOR TREES REQUIRED 3 (@1/10 SP.) INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 22 TOTAL TREES PROVIDED 22 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. ONES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. RRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304, USE GROUP B(BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CARD A117.1092, ACCESSIBLE AND USABLE BUILDING FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 12. NO DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE CLEANING SERVICE. LEGEND ROPOSED CURB & GUTLR ROPOSED CURB & REVERSE GUTTER ROPOSED STANDARD PAVED AREA (8- 218/2- SM 12.5A) • • • • • • • - ROPOSED CONCRETE AREA • •••••••••••••••••••- ROPOSED GRASS AREA ROPOSED EASEMENT AREA IRE LANE TILIiY PEDESTALS . .. ........... .......... [1] n XISTING STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • • PROJECT SUMMARY TAX IDENTIFICATION NUMBER OUT LOT 52-A-D EXISTING PARCEL AREA 1.42 ACRES DEVELOPED PARCEL AREA 1.21 ACRES ZONING B2 ADDRESS CROCK WELLS MILL DRIVE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.2 ACRES SETBACKS REQUIRED PROVIDED FRONT (RTE 50) 50' 164.16' FRONT (RETAIL BOULEVARD) 35' 64.88' SIDE 0 41,69' REAR 0 164.16' PARKING 5' 11' BUILDING HEIGHT 35' (mg.) 24' CANOPY HEIGHT 14' GROUND FLOOR AREA 2,760 SQ.FT. NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED 0.04 MINIMUM LANDSCAPED AREA 0.18 AC. (15%) LANDSCAPED AREA PROVIDED 0.26 AC. (21.4%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250 SF) 11 21 HANDICAP SPACES 1 2 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 0 23 PARKING LANDSCAPING PAVEMENT AREA 37,777 S.F. PAVEMENT TREES REQUIRED 19 @ 112000 SO. FT. PAVEMENT TREES PROVIDED 19 INTERIOR TREES REQUIRED 3 (@1/10 SP.) INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 22 TOTAL TREES PROVIDED 22 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. ONES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. RRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304, USE GROUP B(BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CARD A117.1092, ACCESSIBLE AND USABLE BUILDING FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 12. NO DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE CLEANING SERVICE. LEGEND ROPOSED CURB & GUTLR ROPOSED CURB & REVERSE GUTTER ROPOSED STANDARD PAVED AREA (8- 218/2- SM 12.5A) • • • • • • • - ROPOSED CONCRETE AREA • •••••••••••••••••••- ROPOSED GRASS AREA ROPOSED EASEMENT AREA IRE LANE TILIiY PEDESTALS . .. ........... .......... [1] n XISTING STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • • ROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • - . ----...,- ROPOSED WATER MAIN . ............. ....... . ' XISTING WATER MAIN . . . . . . . . . . . . . . . . . . . . . .. _ ROPOSED FlRE HYDRANT ................... . ROPOSED GATE VALVE & BOX MISTING SAN. SEWER AND MANHOLE . . . . .. . . . . . . . . .. ROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • • • • • • • •• --- UGT ROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • •• TEL ROPOSED GAS SERVICE . ...... .... ........... -- 'GAS! 'ROPOSED SAN. SEWER AND MANHOLE • • • • • • • • • • • • • Storm Inlet Summary Str, No, Inv. In Inv. Out Top Elv, Type Throat 1 836.93 836.83 841.85 MH-1 -- 2 837.32 837.22 841.95 DI-3C 6 3 837.61 837,51 842.15 DI-1 -- 4 838,04 837.94 842.25 DI-1 -- 5 838.32 838.23 842.65 DI-3C 6 6 -- 838,72 841,85 DI-1 -- 7 -- 837.76 841.95 DI-3C 6 Culvert Summary Culvert Inv. In Inv. Out L_(ft) D(in.) S(%) Type 1 836,83 836.70 26 15 0.50 CPP 2 837.22 836.93 59 15 0.50 CPP 3 835 7. 1 837,32 37 15 0,50 CPP 4 837,94 837.61 65 15 0.50 CPP 5 838,23 838.04 39 15 0.50 CPP 6 838.72 838.32 81 15 0.50 CPP 7 837.76 837.32 88 15 0,50 CPP NOTE ALL CPP IS TO BE GRUMPLER SM❑❑THC❑RE OR EQUIVALTENT, J q T J Y O - fr- Q O wd' C,OW z F h wFw Q(o vo z cnW0 U) Q �P w 0w d o a tW v 1)>'6/ o ti°wwoo CL _ tJ � U a Q� v Q rn v Q co O I U) v U) -0 p O a p N O: _J DE� Q 06 Q) ? 0) 0) N C: C r) C O 0 _O t` CL v U. to ui .L O L N tC � _ (n C � O a� tit 0' c 0,. w L!J r 0- � J � 0 � �z Z o� W Y O W V V � V Y Mo W o Y ® Z Z w 0 o CL 0 H r- LO f11_ z o 0 V) o Q N O w „N � � Q 0 N w Z O / \ o✓ LJJ F I J d Li w zH (_ U) Q p v U = U) w o Q X U 1— n U) a O to z p O <0 O < z z o z 00 - O U) w <Q 0:� W _ L,J Z p p 0 E •- LCRAPI2W SO4LE 20 10 0 20 40 /At FEET 1 inch = 20 ft. ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. EXISTING STORM DRNNAGE do STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB- k GUTTER .......... DRAINAGE FIDW................. EXISTING. -GRADE ................ PROPOSED GRADE - • - - - - - - - - - - - - `��,,.•-�, PROPOSED EASEMENT AREA......... . PROPOSED -SIL•T-FENCE ........... INLET PROTECTION UMffS OF DISTURBANCE ......... 0, 0'1 t 0 LOD DRAINAGE- DMDE............... EC-2...................... CONSTRUCTION ENTRANCESTONE . •fir f.f�f• �l�C�r l�r�r• •r�r�f?l�r�r�. �II^.11-1t t�=II-tI. ��Z�r�f�r�P�f �f 1Y�Z�f�f �f�f�f �f �f�f �f�C�f�f �7\f II=11 II-11=11 7• h 1I At \f �g�:• MOUNTABLE 1' SIDE ELEVATION EXISTING GROUND 1 WASHRAC.l•; IR ��;� REQUIRED -n-n-;loir-paces@. •:• •:: I12, El PAVEMENT r � VDOT #1 POSITIVE: DRAINAGE 10, min li • 1 1 IMENT B TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION •;•.:��:� :�•:•�:••:•�:• .•r:• :�•:� :•�. T. FILTER CLOTH SECTION A -A Y t •ice:• •�.• •.�.• �.• �.•�� REINFORCED CONCRETE ��:•�' MAIN SPACE SECTION 13-13 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I � Y Jill FLOW III I" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKnLL AND COMPACT THE EXCAVATED SOIL 0�FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: ADA'TED fran I9M Maryland Standards for Soo erosion and Sed'enent Co" and Va. DSWC Plate 3.02-1 SUUHCE: Adapted from instauation of straw and Fabne Muter turners for segtgLept t qg�o�, rint>, U.va-1 Mmwood & VW BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER ILL A � w'i►� FILTER WIRE SCREEN . r- FILTERED WATER OVERFLOW RUNOFF �: WITH ,!ram SEDIMENT DROP INLET WITH GATE SEIDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC Storm Inlet Summary Str, No. Inv. In Inv. Out Top Elv, Type Throat 1 836.93 836.83 841.85 MH-1 -- 2 837,32 837.22 841.95 DI-31C 6 3 837.61 837.51 842.15 DI-1 -- 4 838,04 837.94 842.25 DI-1 -- 5 838.32 838.23 842.65 DI-3C 6 6 -- 838.72 84L85 DI-1 -- I -- 83( .76 _ 841.95 DI-3C 6 Culvert Summary Culvert Inv. In Inv. Out Uft) Min.) SW Type 1 836.83 836.70 26 15 0,50 CPP 2 837.22 836.93 59 15 0.50 CPP 3 837,51 837.32 37 15 0,50 CPP 4 837.94 837,61 65 15 0.50 CPP 5 838.23 838.04 39 15 0,50 CPP 6 838.72 838.32 81 15 0.50 CPP 7 837.76 837.32 88 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMO❑THC❑RE OR EQUIVALTENT. Stabilization: All disturbed areas not paved shall receive a min. 6 In. topsoil eded as followst 11 Fescue per ac, IC tD. Hnnual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac, Permanent seeding wilt occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows= 60 tbs German Millet per ac. (May through September) 60 tb. Annual Rye per ac. October through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET - --- - _ C_ WIRE SCREEN RUNOFF OVERFLOW WATER WITH SEDIMENT SEDIMENT aw CONCRETE BLOCK GRAVEL FILTER WIRE SCREEN / 2' X 4' WOOD STUD _. FILTERED WATER �4•0 - .o. CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE PLATE. 3.07-3 SOURCE: VA. DSWC CEW" Ow MAY K ELIMINATED SLOPE 1 1 I 1S LESS THIN 4e1 1 YIWa.4:TOft FLATTER I � 3'MAX, STEEPER THAN trt 1 ,T1 1 EDGE AHo aE n0 JOMTS r 2' M" wEt1LN�E0 1 1a 1 11 I a 1 + 1 1 a PW JIMCT" $LOT CHECK SLOT FOLD ..1. rwc- COMew TWIT " Or STARES FROM EACH STRI• IN LAP V1TH ALTERNATE SPACN6 •f-+•-- r awes. PLATE 3.07-8 SLOT � 1� -C TAMP SOIL F#rALY ANCHOR SLOT IIII TERMINAL FOLD STAMP SOl FIbLY � TAMP 501. F/rlY TAMP SOIL FIRMLY 1 1 I CHECK SLOT JUNCTION SLOT Notes: °'• +t-�r TOY S r TO 2- 1- APPROaUMATE 200 STAPLES REOUNWO FF APlERR,r�W X 22S3'ROLLLL.. a 2. CHEdc 9LOTSsT�O 6ETBUroEO 6s TOQ12' 4 I AND VARIAELE. JUNCTION SLOT IMAX, SPACM C•C CHECK SLOTS VffmSIjiET C� LESS 'SO' SLOPE cNNGE •• � �� STAPLES F FROM N0. s STEEL PLAN VIEW VALE r• STOLE ANIMAL LENGTH SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH LEN OR TDr �' e' SOL. TFdi OTTER GENERA. NOTES: LEASS OF PAYMEW TO OE SONNK YAWS OF PROTECTOE COV NC COMPLETE M RACE. 3.JUtE MESH OR 101L RETENnON MAT p ACCORDANCE MATH THE SPECFICATIONS PROTECTO4 COVEASM aS TO BE LOCATED AS MOICATEO ON THE PLAMS IN ACCORDANCE MAY EE U90 AT THE OPTION OF THE CONTRACTOR. Wil THE DIIENSIOtMS SPECFXO ON TYPaCAL SECMM. 4 N10 2.-T-TOP' STAPLES OR OTHER MAfMiG1 AC1109" OE9APPROVED By THE EMMER MAY � x MAY VARY FROIa MNMaI Ol.pl$ION BY INCREMENTS OF 5 FEET. K SUBST►TAI D FOR THE STAPLES SHOOL S. FOR SOOCES OF APPROVED AIATERUI. SEE VOOtS APPROVED PRODUCTS LIST FOR ST'D.EC-2 MATERUI. SPECMATION PROTECTIVE COVERING INSTALLATION CRITERIA `EFL 244 �� VIMMM pEPARTII[Nt OF TRMffPORTATION 606 (.n Z w ME 0 v U z aw C7 � UJ a v W 0 W I- Cn D 0 Q Is J OLIO W \RCiN J (� In '> Q �Ow o wd z O �Q� = CEO Nwc� L. N r Q H0 0 � wow h a Li o U �zj O o 0 _ Pv 0 0 . V (n Q. 4 U � O •F•I � Q O a I U (n L0 O O Q O N 0 _j Of Q Q0 Ui (1) > a; o; °1 In 0 o co E- LL U) v> •L O L � I) I (n O a� •*,I N ,i3O C tQ CP 0.. LLJ .j �3 O W Z Z O C� U Z 00 V) O x W W J f- 0 0 0z Z 0 W� 0 V Y o = m� aZ Z 0 0 W 0 o W CL L J w 0 W N Ci LL �j N w ii O � � M W > Li., Llj J W Q v = U) o CO Ln o9 Z M to Q U O z z � Y z 0 W Ll Z --I o o C) LL �- n Q W °- f-- I �w 0 .. � cfl w o0 M Do -CO z '- 0 <t _ w Z W 3 " HIGH SCREEN OT REQU RED A ONG RE AIL BLVD RIGHT- F-WAY D TO STEEP SLOP AT SITE.RETAI B VD. IS 1 FT. AB VE PARKING LOT w Q Ljj 0 M 15' I 82-54'35W .We t 0 ,50 _BUILDING SETBACK & L N 01 1:n a. n r- x_ Inc ---------- 4P- R tVA_T E_) �.NAL K i COMMONWEALTH GROUP—WINCHESTER USE: COMMERCIAL OUTLOT 1 52—A—D t 1.42 AC 2V . SIDEWALK SUBJECT TO CHANGE WITH PROPOSAL OF ADJACENT SITE PLAN. A �? o � a QN � b COMMONWEALTH GROUP—WINCHESTER USE: COMMERCIAL OUTLOT 2 I 52—A—E t 1.52 AC and I t f a r T J - J �' � UIC, VERIZO� -- 550.48' ADJACENT PROPERTY SOUTH OF RTE 50 GLAIZE GEORGE W JR PROFIT SHARING U.S. ROUTE 50 — NORTHWESTERN PIKE 52— A— 253 R/W VARIES Zoned: RA 45 MPH POSTED Use: Resid OR4PHICS04LE 20 10 0 20 40 ( IN FEET % 1 inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE PLAN #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES @ 1'-6" O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE 1" TOOLED EDGES LIGHT POLE BASE HAND RUB FINISH ON WITH COVER PLATE SURFACE OF CONCRETE AND ALL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE FACE OF d PROJECTION AND BOLT CURB GRADE CIRCLE PER MANUFACTURER'S - RECOMMENDATION. 8' GALVANIZED GROUND " 1 1'-8" 0 CONCRETE BASE ROD. BOND TO POLE. - I III P.V.C. CONDUIT AT 2'-C #3 STEEL REINFORCEMENT BELOW GRADE TO PANEL TIES 0 1'-6" O.C. I _ 1II� 14 STEEL REINFORCEMENT `0 i ' . ` _� 11= NOTE: BARS `� _ .+ ; ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT t d I '4 lil NOT TO SCALE LIGHT POLE FOUNDATION DETAIL oL LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF-SfIfE. Prune codominant leaders Prune rubbing or — cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket A. 4 I Widen and score hole wall Remove container and cut circling roots if container —grown, or as much burlap as possible if field grown Q' Leave solid soil pedestal - do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling Area for water drainage ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING ,SCHEDULE BOTANICAL COMMON NAME SIZE SPACING OUANTI7Y ACER RUBRUM RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 11 OUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 11 ILEX CRENATA "HEIZ11' HEIZ HOLLY 36" HIGH 3' ON CENTER 36 G 1 LN q W \9- Y O J z 3 —1 _wz� wI Q O al WOW Z Q(C) o Hin NZ �o - 04 �a a W� W L-Li� ° Q ��ti 0 W _On � n0 0 Z Z <:5 0 CL Z 0.0 < Z U - V a Z w 0 O U Z o� Ws w Y O W V� F_ Y o � LA. � v _ U) o Y z� Z ~ M Ow o Co w o L Z N O N z w 0O w • r� � w Q o � w I- W w z P D ~ Q Q U z w a cn o cn cn Q n Lj Lj W o J a-LLJ z N7 0 0 ~ 6 U I o o z 0 U 10Z_ 0 0 t ..%� � .y. t 01-t '/2 SECTION CAST IRON �'/2 SECTION STEEL NOTES T-T' L 2t/2' x 2t/2" x '//" 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Ls to be , 10'-4" tong FOR DEPTH GREATER THAN 10' USE STANDARD cost with collar T 3/i' I B / B 2• AND SPECIFIED ON THE PLANS WILL BENSlON SHOWN ON THE ANOAROS A ____ A � � MEASURED FROM THE INVERT OF THE OUTFALL j CAST GALV. PiPE TO THE TOP OF THE STRUCTURE. IRON STEEL One tralded PLAN "M' 08AENSIONS ARE APPROXIMATE ONLY a n L FOR ESTiJATNG PURPOSES AND THE ACTUAL 2 N56 ± 1 IO"K ONENSIONS SHALL BE DETEIA94 D BY THE N OpIimol N 3 lbs. 43.6 lbs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribs including i eluding Weld al 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS ---- tugs ectors connector! TO BE SHAPED N ACCORDANCE WITH STANDARD to cow IS-1, THE COST OF FURNISHING AHO PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUOED IN THE END PRICE FOR THE STRUCTURE_ ''/2" x 1/2" x 4" --'/_- hr 4" 4. N THE EVENT THE INVERT OF THE OUTFALL " �/1" Lugs Stud Shear PIPE IS HIGHER THAN THE BOTTOM OF THE connectors STRUCTURE THE NVERT OF THE STRUCTURE V-2• W, 12" SHALL BE SHIAPED N7TH CEMENT MORTAR TO �/2" PREVENT STANDING OR PONDINC OF WATER IN THE STRUCTURE, THE COST OF Ft1RN FNNG P AND PLACING ALL MATERIALS 94MN AL O LAN =EL u INLET SHAPNG IS TO tF NCLUDED IN THE DID R 1 Nadi! F T STRUCTURE. Grote eu*/o � PRICE OR THE 5 RUC IRE. N 2' " SECTION B-B 5. STEPS ARE TO BE PROVIDED WHEN H A ST� OR GREATER. FOR DETAILS SEE STANDARDST-t. DIMENSIONS FOR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. >s 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12' C-C TO BE PLACED IN ALL AREAS ADJACENT 4'-2" D TO ABUTTING CONCRETE TO PREVENT Hardime Cloth 2`6" SETTLEMENT. N LIEU OF DOWELS A 2"X4" 2'-7 3" Diameter 1,_ „ add. I4AAFOR AL PROVIDED. E �SIGINSTAN0A1R0 weep hok `« « a n e oA%& See Note 8 N B. 3" DIAMETER WEEP HOLE WITH 12"'X12- PLASTIC je,CL �� D - RONNIE 5 WREaOMNMIyTH I a oar CWIor O • �-4" depth Aggr. NUMBER 4 MESH HARDWARE CL07H ANCHORED 068.Ii 78 of C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE• .. 12.. 18 x 6" width ,� OOO�D�DOO�aQO� � 9. CAST N PLACE CONCRETE IS TO BE CLASS A13 even (3000 mM W-18'" or 24" BROKENN 4000 PSPSII. PRECAST CONCRETE 1S TO 8E 10. ANY ALTERNATE METHODS OF ANCHORA GE 4 • A ' A� MEETING THE APPROVAL OF THE ENGINEER F T T "Q • l MAY 8E SUBSTITUTED OR HE CAS ROHa sHio HEREON. �� 1 } LUGS AS SECTION A -A .".'"".,EJ CONCRETE QUANTITIES FOR MIN. DEPTH-'-hl•- __ / 12" concrete pipe - 1.440 Co. Yds. Concrete SECTION C-C SECTION D-D 15" convete Pipe - 1.528 Cu. Yda. Ca+crete 18" Concrete pipe - IA20 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per o"6ond foot of depth, APPROXIMATE WEIGHT Cost Iron Grate 363 2: 18 bs STANDARD DROP INLET 1211 - 24" PiPE- MAXIMUM DEPTH (H) 10' _ 233 VIRGNIA DEPARTMENT OF TRANSPORTATION 302 1O4,Ot INSERTABLE SHEET A151 ---------- GE'NERA_ 1 1/ETHOD "A' PIPE 870DMr SHALL BE USEC FOR ALL TY=ES OF PIPCULVERTS WITHIN THE APFLCABLE HECHT OF COVER RACE NJFED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE_ NO-ED ON THE PLANS. 2. H - IIEIGI T Cr COVER MEASLRED "ROM -OF OF CULVE3T TO °INISHEC GRAZE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR IC FIRM RFAP.ING SMI CIRCULAR PIPE 1. O OUTSIDE DIAMETER OF PIPE. 2 n - INSIDE DIAMETER OF PILE. 3 X W OTH -,,F CI ASS I PACKFI I VATFRIA. FFY(,ND THE EXTREVITY OF THE PIP=, X. - 12•' Y/HFRc d .S LESS 1HAN 36". X - tn" V/HFR= 1 S 36' AND CRFATFR. 4. VAICRC DIRECTED BY TIC ENGNCCR. DCDDI\G VATCR'AL MAY DC ELIMINATED FOR NORMAL EARTH FOLNaDATONS UNDER ROUTINE ENTRANCE PILE (EXCEPT PLASTIC PIPE) n' ,MJC LLSS IN DIAMEILH VIIIH HEIGH1 OF COVER 'b'OR L_55. 5. FILCLLAR 13A(-KFLL MAILIV�L MAY 13• USED IN LIEU OF CLASS 8AUKFILL MAIL 1AL FOR AL'_ FOUNDATION TYPES FOR ROUT1dE ENTRANCE PP- ;FXCFPT P1AS- C zIPF) 3!]" AND LESS IN DIAMETER NTH HEIGH- OF COVER 15'OR LESS. 6. BEDDING MATERIAL AMC C_A;ZS I BACK=ILL MATERIAL MAY BE EL MINATED FOR SHOULDER SLOT INLET (D 13) OUTLC- 6r-CS INSTALLATIONS. E-LIPTICAL PIPE I S1 (XITSir)F SPA\ DIMFNSION OF PIPE, 2, S2 INSIDE S'AN UME-NSION OF PIPE 3. R - CUTSi )F R17 DIMFNSI(N CF PIPF 4. X - MOTH CF CLASS IBACKFILL MA-ERIAL BEYOND THE EXTREVITY OF T-E PIPE. Y. 12:' WII_R: SZ S LCSS 1`101,1 36". Y. 18" WH=RE Sz S 36" AND GREATER WHLHL DIaLCILU BY 1HL LNCINLER.3LUDING VAIERIA- MAY 13E LLIMINAT_D FOR ~ NORVAI FARrH FOJWAT'ONS IIW) R RO.ITINF FNFRANCF FIPF H'HFRF 5214 .18' OR LESS 1VVC HEIGHT OF COVER 15' JH LESS. 6. REGULAR BACKFI:L MATERIAL MAY BE USED IN LIEU OF CLASS I BACK=ILL MATERIAL FOR ALL FOJWA-ION TY'CS FQR ROUTINC CNfRANC__ 'PC WI CRC S2 Lr, 35" O i LESS AND FEIGHT OF COVER 15' CR LESS. PIPE ARCI 1. S SPAN O)MCNSIDN Or PI--C. 2. R RISE DIMENSION 0= PIPE.. 3. E SEE 'C-'' 'ABLE FOR APPLICABLE PPE MATERIAL 4. x 1VIDT14 OF CLASS ISA^_KFILL WATEMAL BEYCND 7-!E EXTREMIT- OF THE PIPE. > 12" 'WHERE $2 IS LESS THAN 36'. x 18" 'WHERE S2 IS 36" ANID GREATER 5' NI -ERE UI,LUILU NY WE LNCi\LER. bLUDING MAILHIAL MAY BL LUMINA EU FOR NORMAL ARTII FOJNDATIONS LINDFR ROUTINr rNTRAN..F PIFF WIIFRT, S2 1^ 35" CR LESS AND -1EIGHT 0= CCVER 15'OR _ESS. 6- REGULAR BACK=i-L MATERIAL MAY BE JSED IN LIEU OF C-ASS I BACKFLL MATERAL FOR ALL FOJNDA"ION TY=ES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" OR LESS AND F•ECHT OF COVER 15'OR LESS. SKCIFICAFI i INSTALLATICN OF PIPE CLII- E(�R/TSAND STORM SE vE-�S PUUIL-c INEW.1f04 I'3LNEH.A_ NU I ES 302 303 I 107.00 V!RONIA D-PARTMFNT Or TRrNJSPORTATFDN EX �1 85 - 2) (3 4 ) ( 5 6� �2 .CD .-5. 845 845 _ ""„LL i ] EX GRADE I C2 13T j ®0.50 % f ®f i" 0 •50 1 151"CPP 835 0.50._ 15"150 0__._ CPP .�-_ t5 CPP _. .__ 5" CP co ZE II Z ��M °�� rlMri 0!1 �r< cotes ! �� WO�Z 1�,16 11 IOC} �00 II 'Ci Nil Z a Ci14-- 00 11 11 0 11 ZZ0 C0 II ?O I ZodzZ i'+oZ2z=+C, 00 }} O.._,.11?�-' 0+00 0+50 1 +00 1 +50 STORM 39' I U 0.50 % 507 - 1 15"I CPP - 15" CPP 1.5� MIN CIFAR i C7840 - i ® 0.50 15" CPP 835 i ; ; Ir�U i V� I ._____ _ ._ i N No1�o� �M� f n �0E u n� oo � 1 : � 00 11 I€ Z ! p'mao00 I aO 00 U 00 °per 11_ o O O U ctj 11 ` O 30 C�MC,4 rL qZZ +DZ I► ~- to Cl_ O 11 i0Z C,O�?-ay�Z -_ ...__- _Q n1 2+00 2+50 3+00 0+00 0+50 concrete pad 1'-6* sq, x 6' deep 4" stone screw type adjustable valve box W min. location marker stone valve alu eel � 99 egalugs to main r ` megatug k thrust block 18' to 24" 8'x 8'x 16' slid block (for valves 12' and larger) Note; this detail is also used for butterfly valves GATE VALVE Figure 7 concrete thrust block N 1 ' 1iI trench width as required 7 i --�-�i 850 845845 IR 840 - LCO 840 DR-21 6" _ 1 C 4" PC 835 LL .. �- Z o In I + + + 0+00 .00 WATERLINE Zo no00 )Can O+ UO rn rt• 0� CL ±�Z 5 o+ o z 0+00 0+50 1 +00 SANITARY LATERAI L GRAPHIC SCALE 50, 25' 0' 50' 100' 1 /NCH 50 ft. HOR1Z 1 INCH 5 ft. INERT. 6' dia. schedule 40 steel pipe filled with concrete - and painted yellow . i 2 concrete encasement direction of setting to be approved prior to installation as required _ I r-concrete pad l -W sq. x 6' deep I screw type adjustable valve box FIRE HYDRANT ASSEMBLY Figure 8 DI-31�38,3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST- r'��ACH EXPANVSION JOINT 3- FRAME L COVER BACK OF SIDEWALK Y JORIY BARS GUT SEE ST JIR I 2.21 BARS } ; ,t, 2" BARS C BAR SUBBASE m - 8------- HARDWARE ♦ I ARS F ( t ARS M££P HOLE. + � SEE NOTE , IF BAR A NOTES ARS D FACE OF CURB 8 6" COiIT JOINT GUTTERTIE CONTROL JOINT PLAN SECTION A -A 11- V MAX A MAX. r KEYED CON5T. JOINT I L-VARIABLE - MAXMAX.20' UTTER 8" 3' 2" t' G B A1,44A GUT RTER ' P r Q------------------------------------------ ----- - ��- - --- = ; ---- - i BARS F ARS E 4,B ev n BARS E ' *3" DIAMETER BARS 8 ---, WEEP H10LE FRONTTTfR ELEVATION BARS F " - - _ t/1• +I Lw_A 5X%," BENT PLATE - SECTION 8-8 TYPE A NOSE DETAIL. SHALL BE USED WITH CG-3 k CG-7 STANDARDS.�TtI/4" ..;...� TYPE 8 NOSE DETAIL SHALL BE USED WITH CO-2 STADA/HOS. TYPE A TYPE 8 1/t~ X 4" STUD S?E/R CONNECTOR WELDED GA-VAIIZED PLATE FOR TYPE A TO BE BENT ON Al ANGLE OF 68.3& TO ARGUE NINON AT 7 C-C. CONNECTORS AND iS TO BE ANCHORED WITH y2" X 4" STtID SHEAR NOSE DETAILS WELDER) TO BENT PLATE AT 2'C-C. APPR. PAVEMENT DI-3A L Oi-38 L DI-3C L '�_ WARPED PAVEMENT = I ;�-x of J O_J O-� DETAIL WHEN USED FOR USE ON TRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SWORTRICAt SHEET t OF 2 STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) 3 8' 233 04.09 VRGINIA DEPARTMENT OF TRANSPORTATION 302 marker mechanical joint swivel tee with 6' branch X PROP GRADE 00 EX- - -t, ,-- 00 31' 1.00 % C SDR21, i 144 ' 4 v 01.00 % " P C SDR21 �6' 4" PVC D 21 O U O N - - O (0 to - CGS' �r�j co rrNjt)� �n 11 ,+ � Z t��~ qj[D OO Cr) Z o 11 , o�oo LL ? �o�Zg o general backfill general backfill (see note) Qote) 6' a• 8s'concrete 4'select backfill24' select backfill (see note) (see note) O.D. O.D. 112 O.D. d 6 6' stone stone STANDARD CONCRETE ARCH general backfill general ball see { ote n note s� Y '3_r�� Ian._-�•_•_ _ __ __ •`• .lea W!•- a ir 24' select backfill t 24' soled backfill (see note) (see note) stone O.D. 1120.0. - := L6' 6' Cenefete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 TABLE OF QUANTITIES R cast Iron cleanout cap with brass / plug must be 8' from the top of the r/ screw type adjustable box finished race i �-- square concrete skid pad 20'x 20'x 6' deep cast Iron cleanout cap with brass QC:7Q VALCO, Inc plug having a countersunk square Fig. No. 71BOB head Panella Model PA4SV-CSK (41 vdv with lid marked •s�R' SDR 21 - cleanout pipe bottom soction of box brick base �. SDR 35 spigot by SDR 21 gasketed SDR 35 �,,� ,•` .:,bell adapter gasketed bail wye +:;'' r San"(see note).'^`:`' , SDR 35 gasketed sewer main SDR 21 "•a •�145' bend L' .-_0_5- �-3- o r.NOTE:tf 6' stone bedding top of sewer main is greater than 1 S' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/6'x3/4' or 3/4' 18 in. Dia. Non -Traffic NWC-PW Traffic A32HH 1' 24 in. Dia. Non -Traffic M30 (Frame) WITH RML-1-T (Top Lid) G Traffic MG-30 (Frame) WITH RML-12-T (Top ) Opposite Side meter box top 6painted blue and cover \\,�;`\'/\\//\\�','`\,/\\'/\\'/`'\\'\/\\,/\\,/\ f~, ,,.,�F�,�\�/airy�y\�i�`,�; � yr• •s�R �d� � I)DtIL� (ilrliiit • YY \ 1 0 ra . COPPERS meter size Opposite Side Same Side 5/8',4i/4' V6HC72-18WD44-44-B4 VBHC82-1oWD-4444-B4 3/4" VBHC72-18WD44-44•B4 VBHC82-18WD44- 4-B4 1' VBHC74-15WD-4444-B4 • N/A - INSTALLATION NOTES: 1. Fxad location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Fsarse 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 core. 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]. 5/8W/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Figure 5 Df•3A,38,3C TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS 8 BARS C BARS Q BARS E BARS F BARS G TAN;HT Ft. f L Cu. Yds. No. fin. Ft. !F No Li»- ft, !IH No. I Lift. Ft, 01 No, Lin• FIA No. tin, Ft- Nm Lie. Ft. No. tin. Ft.#1 Lbs- Of-3A -6 to 2 - - - 1 5'-7" 3 Y-2- - - a r I 5 r-e" 2 -7- '- 3'-a' 4 r- " 3 r-6- 4 - 5 Y-6" - •- W-7~ 3 3'- 4 3 3 r-6" 4 III 3A57 3AS 5 9'-45" 14 - -"3 5-7- 3 3•-=" 4 5-6" 3 1-6" 4 rSa 01-38 1D' 4.58 3.90 5 7-61, 14 V-7' to a•-i0' 5"--7" 3 3-r 4 7'-8" J 1-6" 4 204 4.34 5 1 9'-6" 18 -7 (H'-1W 5'- 3 3'- 4 V-6' 3 r-6" 4 T- 251 14' 0142 4.78 S 1 1f-6' 2 C-7" '- 3 3'- 4 fY-6- 5 T-6- 4 7,33 5M 5 I ty-6- 3 5-7- 3 3'-2- 4 -a" 3 r-6- 4 3-45 ' 8.25 5.66 5 1 V-& 30 V - '- &-T' 3 3-2" 4 '-6" 3 r-6" 4 - T391 9-17 6.09 5 1 TP-i " 34 - 3 1 5'-7- 3 S-2" 4 17-6" 3 T-fi" 4 r-Cr 438 a' 1 2.751 le r-9" 4 G-7" to W-10' 5 -7" 3 S-2" 8 r-9" a T-6" 2 T- tt1 V 3b7 3A5 101 21-9" 8 V-7- to '-10- 5 3 3'-2" 6 7-9' 6 r•a" Z T-Or 168 10' 4258 3.89 10 T-S" r2 W-7" to a'- ' 5 S'-7" 3 T-2" a T-9" 6 r-e" 2 t2' -4.;3 10 V-9" IS V- -7" 3 -2" 4'- a r-6" Di-3C 14• .42 4.77 >ta 5-9" 8-7- to 6--10' 5 - 3 S-2" 5' 6 r-e" - W 7.33 5-21 10 &- ' 24 -7" _f9&-Kr 3 3''2" a. Fir 6 r•6" 345 tN1'0,25 5.0 7- V-7" o V-i0- 5 5'-7- 3 3'-Y 7' 6 r-6" 2 T. 2 1 10 8'-9" 5 3 1 Y-2" 1 6 2 T- 4 NOTES 1. OEM OF INLET (N) TO BE SHOWN ON PLANS. 7- *4 X Or SMOOTH DOWELS AT APPROXIMATELY t5. IRS AREA WAY BE EARTHIEN1, IN INCH CASE Ir C-C TO BE PLACED LL AREAS ADJACENT NTO THE EXPA49ON � WILL APPLY ONLY TO 2. THE 'WONYENSION SH011N ON THE STACIA'ROS Ta ABUTTING CONCRETE PREVENT CURB API) GUTTER.GUT NW SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL IS, CONCRETE QUAHMHES SHOWN ARE FOR DEPTH" PPE TO THE TOP OF THE STOWtURE. 8_ 3" DIAMETER WEEP HOLE TO BE LOCATED TO (HI) OF 51-2'' WITHOUT PIPES. THE AMOLW PLR( "Ht" 01IMENS10INS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL WEEP HOLE WITH DISPLACED BY WES MUST BE DEDUCTED TO FOR ESTIWATING PURPOSES AM THE ACTUAL 12"Xtr PLASTIC H(AHHO4P CLOTH 1/4 MESH OBTAIN TRUE QUOMIFS. FOR INLETS OF DiAFJN9ONS 94 L BE OETERIW" BY THE NOR�,A�,VAH I21D STEEL Mr�MUM WIRE DIFFERENT DEPTHS ADD GR SUBTRACT 0.32 ( OHHTR/IGTt1R FROM FIELD t4HHDITipini DIAMETER OW' NUMBEIR 4$H HHARDWAl7f CiIDIC YARDS OF CONCRETE FOR EACH FOOT CLOTH i06a& F Y TO THE OUTSbE OF QEPTtt 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTUE TO BE SHAPED N A(CCOROAhICE WITH STMIDARD V. LENGTH OF NaGLE iR0a1 AS ST"Osm ON SWIFT T IS-1. THE COST OF FURNISIiN0 NO PLACING ALL 9. ALL REWORCiNG STEEL SHALL HAVE A MIN. OF 2 15 TO BE L+iNr• AT 4,10 LBS./FT- MATERIALS 44CWWAL TO THE SH(APIHG IS TO BE COVER OF 2-. MiCLUDEO IN THE Bid PibCE FOR THE STRUCTURE. 16. * DENOTES LENGTH OF ONE (1) BAR. N THE EVENT THE INVERT OF THE OUTFALL IOL ALL REINFO0?4G STEEL TO BE CUT CLEAR OF 19. AS. 11W FORCING TO 4. PPE iS HIGHER THAN THE BOTTOM OF THE ALL KINGS BY 21. BARS 8E N15. STRUCTURE THE INVERT OF TiE STRUCTURE SHALL BE StRAPEI) CEREHIT TO 11. CAST -IN PLACE CONCTRETE IS TO BE CLASS A3 20. WHEN INLET 6 L15ED N 4'-4r MEDIAN BACK OF INLET TO TO TO MM MORTAR PREVENT STANDING OR PONDING OF WATER 0000 PS0. PRECAST CONCRETE iS TO BE 4000 PSI, IS 8E SHL D CONFORM PROPOSED CURS. N THE STRUCTURE. THE COST OF FLRHASHIM AND PLACING ALL MATERIALS NN3DEMTAL TO 12. LENGTH OF SLOT 41.11 WILL. IN EVERY CASE. BE THE SHAPiHHG IS TO 8E INCLUDED IN THE BD SHOWN ON PLANS. PRICE FOR THE STRUCTURE. t3. IF IPL.ET IS CCNSTRUCT`W IN IIEDIAI4 CURB OR 5. STEPS ARE TO BIE PROVIOM WHEN H IS 4'-D" WITH MAEGRAL CURB, GUTTER IS TO BE OR MATER. FOR DETAILS SEE STANDARD ST-T_ OYTTfO MEE. DETAIL). E n" ITEM MAY BE PRECAST OR CAST -IN -PLACE, H. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE. BLOCKS N ACCORDANCE VNITH THE DETAILS SHOWN ON STANDARD DRAWING DI -NAB. Sheet 2 of 2 1 STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRCRiA DEPAR7IIENT OF TRANSPORTATION 104.10 JOwZ�W022W Qh wO W FWNUJ Z(nWO" c9 L, Z ��`, W J U W 1) ._ r- v Q (0 O I U) In 0 O p 0 N O J ICE Q Q0 (,D 0 > Ui •Mr � - N C N c 0 0 _C) � 0 r- r` LL 1- LJ.L N v� •L 0 L (1) L _ cn + U) O a� 0) t� O ® Z U Z 55 W cs O IX LIJ V V Y � �� Q� 0 _ Q N leo z� Z 0 n 0 CJ W O 11-1 o Ix d ,0- AD h r 0 Z O o O P 0 V)N LL z j LhJ (.L.I „r,. 0 to o � U W W O Cy-F-' I J W U :D Q 0 Z Z d (n 0 (n (n q < C�� J LJJ 0 CO Q 00 u U <i Q d 0LLI O z Z Y Z 0) O O �0 Q L'-) J M Z W 0Y 1: 0 0 0 L� 105 502 CG-6 J W \�G1N Iq U) T LJz4 Y3O OZ �o�l-aQi� wQ O °wv Ok a (D I 00 wuoE (V Q F O W Of ui 4f 0 a- -n 0 - NOTES: 1. THIS ITEM TRAY 13E PRECAST OR CAST N PLACE. V 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. a. U 3. COMBINATION CURB III, CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAX) FOR AS RADIAL COIF WATiON CURB 6 N GUTTER. U 4. FOR USE WITH STABILIZED OPEN-CRA?EO DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE- SUBBASE COURSES 0-)Q0 AND TO THE DEPTH OF THE PAVEMENT. V � � Cl 5. THIS CURB MAY BE USED WHEN O DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4" 2" R LESS IN DEVELOPED URBAN 6 SUBURBAN U) AREAS, IF THESE DESIGN SPEEDS ARE N EXCEEDED STANDARD CG 7 IS REQUIRED. O O 4'.� 00 N O ry:IC7 _j Q cfl (>7 C N -i-, 17 r7 o p c r7 Ir O O p D D 7" e •a a n o w v H ti • , • A • • p O D D CI D D •— ui -----^'--- ""- `�- O THE BOTTOM OF THE CURB AND — GUTTER MAY BE CONSTRUCTED L L � PARALLEL TO THE SLOPE OF g' 2'-0" SUBBASE COURSES PROVIDED A Mmmm DEPTH OF 7" IS MAINTAINED. _ V IRS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR L_ O 41.0 Q) A� � Y. W COMBINATION 6 ' CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION REVISED ON 7-01 REVISED ON :3-03 REVISED ON l 04 201.03 1 CC-12A ® i 7" WHERE STD. CC-3 OR CG-7 IS USED. 4.-0" 4�N�b STD. CG-2 5" 12.1/. MAX. 48=1 MAX. OR CG-6 - 5' MIN _ 1-6 1 Mom' SECTION A -A A -"r-j # 5 DOWELS. 8" LONG 5'-0' tAll .3' 0" 5'-0" MIN 0 '2" C-C PERMISSIBLE _ 0 ;.rmss�xK 1 C(70.S.swkif TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK PERMISSIBLE SMAXIAUM 1 CONSTRUCTION JOINT CONSTRUCTION JOINT B SEC I ION B-3 C�j� TANGENT PLAN -, LWITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DE=1NED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PERSONS WITH MCSILITY IMPAIRMENTS. NOTES c� THIS DESIGN TO 13E USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (46" WIDE) ckoswxK - REQUIRED AT TOP OF CURB RAMP, WNIMUM CURB RAMP LENGTH 8 FT. FOR WW C(YNSTRUCTICN, 6 FT. FOR ALTERATIONS. --I CORR RAMP FLOOR TO BE CLA}S A-3 CONCRETE (CLASS A-4 IF PRECASI I WITH SLIP RESSTANT INTEGRAL p ty Of ?LC TABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLDOR (RAMP FLOOR MAY BE PRECAST OR CAST N PLACE). THE CETEC-ABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXMUM SLOPE OF 12!'" CR033W�LK I SLOPING SIDES OF CURB RAMP MAY BE POURED M0N0UTHlCA_LY WITH RAMP FLOOR OR BY USING (I PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL CARS SO THAT ADJOINING FLARED AT INTERSECTION SUES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAS- CONCRETE SHALL AW HIN CROSSWALK RCOUCED BARS .ARE TO BE NO.5 X S" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP (WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINMUM CONCRETE COVER T'/2-. CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CFMFNT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDFWAJ.K, ( 0MpLL I E-IN- PLACE. CURBICUR8 AND GUTTER SLOPE TRANSITIONS AUJACENI 10 TO CURB RAMS ARF. IN(].UOF0 114 PAYMENT FOR CLIREI/CURB AND GUTTER. WHFN USED IN CCNJUNC I ION WITH STANDARD CC-3 OR CG-7, THE CUR3 FACE ON THIS STANDARD IS 10 BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LCCATED AS SHOWN ON THE PLANS OR AS CIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE [K WITHIN THE RICHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, c P PROPOSED OR N XI TNT. T MUST T T RI CROSSWALKS AS SHOWN ON MANS ONE S E THEY LS BE LOCATED WITHIN PEDESTRIAN OR '1S DIRECTED BY THE EtJCINEER AND S-10ULG NOT BE LOCATED BEH-0 VEHI^L= STOP LINES DIAGONAL VARIATION EXISTING LIGHT POLES, FILE HYDRANTS, CROP INLETS, ETC. WIL_ ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP SKC1Alph REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 105 502 2C3.05 VIRGINIA DEPARTMENT OF TRA14S:3CRTATICN REVISED ON 3/03 REVISED ON 1 /04 REVISED ON 7/04 1, -+.,p" MQJ (12'1 MAX.) A PERWSSCLE J -CONSTRUCTION JOINT t ' A TANGENT PLAN __��Mlti � CROSSWALK CROSSWALK TYPICAL PLACEMENT AT INTERSECTION CG-126 ® 7" WHERE STD. WITHIN CROSSWALK CG-3 CC-7 IS USED. NOTES ©6" TEAS DESIGN NCORCPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MINIMUM STD. CG-2 DR CG-62 OR CG 6 DIMEN�ISIONS. PLACEMENT OF DRAINAGF STRUCTURES IS CRITICAL. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 20 : 1 48 = 1 MAX. DETECTABLE WAMRNNC SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RANP FLOOR MAY BE 4" PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGRFGATF FINISH- RAMP SHALL NO, EXCEED A MAXIM-IM SLOPE OF 12:1. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING SECTION A -A PERMISSIBLE - C CONSTRUCTION UC7i0N JOINT WITH REQLIR�D BARS. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWFI BARS SO THAT ADJOINING FLARED 05 DOWELS. 8" LONG SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL a 1P' C-C PERMISSIBLE CLASS A-4. S'. OPE I'll CONST. JOINT REQUIRED BARS ARE TO 6f N0. 5 X $" PLACED P CENTER TO CENTER ALONG BOTH 510E5 OF Tt F RAMP VAXIMUMI F-DOR, MID-DFPiH OF RAMP FLOOR. MIMIA'.RM CONCRETE COVLR 11/2". - CURB CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT _ CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK. COMPLETE -IN -PLACE. CURBACURB AND GUTTFR 4 OPF TRANSITIONS ADJACENT TO TO CLP.B RAMPS ARE INCLUDED N PAYMENT SECTION B--B FOR CURB/CURB ANU GUTTER. WHEN L'SED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURD FACE ON THIS STANDARD IS TO BE ADJUSTED "0 MATCH THE MOUNTABLE CUR3 AND CONFIGURATION. �ogo. LIMITS OF FXPOSFO AGGREGATE SIDEWALK CURB RAMPS ARF TO BE LOCATED AS SHOWN ON ?HE PLANS OR AS DIRECTED BY THE ENGINEER. [HEY ARE T - HE E 0 PROVIDED A I. BE 0 GED T VTR C710 WHEREVER R• R AN ROUTE WITHIN E SE NS A E _VE ACCESSABLE 4U E ® THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURD REGARDLESS OF WHETHER SIDEWALK IS EMSTNG, ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS PROPOSED, OR NONEXISTENT. THEY MUST RF LOCATFD WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCTED, STABLE, FIRM AND SLIP RCSISTAN' OR AS DIRECTED BY THE ENGINEER(, AND SHOULD NOT BE LOCATED BEHND VEHICLE STOP LINES. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. FACILITY THAT CAN 13L APPROACHED, ENT ER-C AND USED BY PERSONS WITH MOBiLHY IMPAIRMENTS. W�ftSI�"' PARALLEL CURB RAMP Sion (ACCESS FOR MOBILIT'v IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 CG-12C 5• �4' HAW. -- 5• MIN. - ' CROSSWALK AT )K 2" HIGHER THAN EDGE OF PAVEMENT -- T AT )K)K SAW AS TOP OF CURB HCROSSWALK H TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP 5'•6N, -®7- WHERE STD. CC-3 CC-7 IS USED. L 3' WIN 2'-0" S' 0" �( SID.CC•2 1 M ) STD. CC-2 es. n : i � 4B 1 MAX, 1 OR CG-3 A ALTERATIONS OR CC-iA 20 :1 s 4 AN. 4• T:4•MN.` .` •> •'r.• •. . •'► •►• T�+ �I PERMISSIBLE r CONSTRUCTION JOINT NOTES SECTION A -A 8 Fos -a—il B IRS COMBINED (PARALLEL & PERPENDICULAR! DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. Y OWNStON$, THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED S A LAAIDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL I DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAW FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE A FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF III SLOPING SIDES Of CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAW FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TANGENT PLAN IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES ' b LIMITS OF EXPOSED AGGREGATE SIDEWALK CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLDOR. PRECAST CONCRETE SHALL BE CLASS A-4. REOUPEO BARS ARE TO BE NO. 5 X 8" PLACED r CENTER TO CENTER RANG BOTH SIDES Of THE RAMP #5 DOWELS. 8" FLOOR, MID -DEPTH OF RAMP FLOOR, MNNCA(MVI CONCRETE COVER II/:"• CURB RAMPS WILL 13E MEASURED *0 PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT LONG 0 12- C-C PERMISSIBLE SLOPE 12.1 CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO TO CURS RAMPS ARE 04CLUDED IN PAYMENT CONSTRUCTION JOINT MAXIMUM FOR CURS/CURS AND CUTTER. l WHEN USED IN CONJUNCTION WITH STANDARD CII OR CG-7, THE CURB FACE ON TIflS STANDARD Is • : • TO BE ADJUSTED TO MATCH THE MOUNTABLE CURS MILD CONFIGURATION. - - CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. SECTION B-B THEY ARE TO BE PROVIDED AT NTER%CTIONS WHEREVER AN ACCESSA3LE ROUTE (!B WITHIN THE RIGHT OF ® ACCESSIBLE ROUTE IS pEFMNED AS A CONTINUOUS WAY OF A HIGHWAY fIMC1UTY CROSSES A CURB REGARDLESS OF WHETHER SIDE AL I TING T SIDEWALK S ERRSWITHIN PEDESTRIAN CROSSWALKS AS ON PLANS PATH,'SC UNOBSTRUCTED. ALL ACCESSIBLE SELEMEENTTOP SSTOF A OR AS DIRECRTEDDNONEXISTENT.ByENGINEER, ANDT SF40LKD NOT BE LOCATED BEHIND VEHICLE STOP LINES.SHOWN FACILITY THAT CAN BE APPROACHED. ENTERED NO EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS. ETC. WILL ALSO AFFECT PLACEMENT. USED BY PERSONS WITH MOBILITY 11,41PARMENTS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP wi (ACCESS FOR MOBILITY IMPAIRMENTS) v.7rDI VIRGINIA DEPARTMENT OF TRANSPORTATION 203 07 oil W J Z O >V) W af 1- W 0 Lu z z Y W (n Q W ct�_ _ 0 0 0 Ih I mi m -S J REZONING REQUEST PROFFER Pmperty Identtificattoe Number 52-A-B and 53-A 79 Gabesboro Magisterial District WWW, IuC. px�lf�n�y�lV'�rxt�s Pursuant to Section 15.1 - 491:1 seq, of the code of Virginia, 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the " undersigned applicant hereby proffers that in the event the Board of Supervisors of Frederick County, Vnrginia, shall approve Rezoning Application # for the rezoning of 70.9065 acres. from Rwral Area (RA) Zoning .District to the IEghway Commerr-v1 (B-2) Zoning District, devdopm ant of the subject property shall be done m conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised by the applicant and such be approved by the Frederick County Board of Supervisors in accordance with Vn*nia lave. Should this petition for rezoning not be approved by the Board of Supervisors then these proffers shall be deemed withdrawn and of no effect whatsoever. These proffers shall be buudmg upon the applicant and their legal successor or assigns. Anerat DerveloDmew Plan The development of the subject property, and the submission • of any Master Development Plan shall be in conformance with all Mbnerif County regulations and shall be in substantial conformity with the Generalized Development Plan,. dated June 20, 2003, sheet 5 of 5, which is attached hereto and incorporated herein by ice. Street Improvemem The Applicant shall. design and construct ail roads on the subject property consistent with the County's adopted Round Hill Land Use Plan for the area, and according to unilbm standards establishedd by the Virginia. Department of Transportation (VDO'I'), and as may be provided in these proffers as illustrated on the Generalized Development Plan winch is attached hereto and incorporated .herein by re&mce. I. On U.S. Route 50 a new intersection shall be created to allow the relocation of VA Route M and to allow the intersection with a major collector road serving the WWW site.. Work involved with this ite n to include loft turn lanes on U.S: Route 50 westbound lane and eastbound lane within the median. and right turn lames onto Route 803 (EBL) and the major collector (WBL). The intersection to be stoplight controlled. The design for Route 803 relocation to be provided by owner. It is amicipated tint the Route 803 relocation wall be, supplied by VDOT fimding. The ,applicaptt will be responsible to insure that fiucding is in place at the time of the initial site development please of the project since the Route 803 relocation is a requirement for initial operation of the commercial center. See item (4 2. On U.S. Route 50, a new travel lane to be comaructed on the north side of the westbound lane from the termination -of the WMC (deGra W) proffer to the western limits of the WWW, L.C. site. See item (2). (Revised 6nM3) page I of 5 3. Two unsigsualized intersections with U.S. Route 50 to be constructed at existing crossover points as shown_ This includes all work necessary to upgrade. the crossovers to VDOT standards. See item (3). 4. A major collector road with 5 lane connection. to U.S. Route 50 and extending approximately` 2900' to connection with the major collector to be constructed by the Winchester Medical Center. The time and phasing sequence of this road will be determined at the time of Master Development plan approval. See item (4)• 5. On VA Route 37 an additional travel lane with transition shall be added to the northbound on ramp, in order to accommodate the dual lane left turn on- U. S. Route 50, eastbound lane constructed by WMC. Transportation items 1, 2, 3 and 5 shall be constructed ,during the initial site development phase of the project and shall be either complete or bonded for completion prior to issuance of the first occupancy permit In the event. the Winchester Medical. Center has not constructed items 1 through 6 contained in their proffer of April 3, 2003 (as approved by the Frederick County Board of Supervisors) then WWW, L.C_ - will cause - this construction to proceed Simultaneously with items 1, 2, 3 and 5 above go that all Route 50 and Route 37 improvements contemplated by both of the proffers win be completed prior to issuance of the fist occupwi Y permit at WWW, L.C. `. The applicant shall limit entrance -connections onto U.S. Route 50 to three ' points as shown on GDP. The applicant shall prepare a traffic generation estimate for uses established by the Site Development Plan to be submitted for initial construction approval .to the County. The combined trip generation (ADT) shall not exceed 15,000 TPD (average weekday volume) without farther approval by the County. The actual trip generation from the project shall be measured by the WWW, L.C. Management aim v*, from data collected m May and with results due on July I of each year, and be available for review as 'individual site plans and subdivisions for future uses are submitted for review by VDOT and the County. The combined traffic. impact from the 70 acre site is not to exceed 15,000 TpD (average weekday volume) when ca rent actual. counts and proposed counts are added for ammbrtive total. ff the cumulative total for any site plan at WWW causes the total to exceed 150W TPD then it is agreed that the applicant shall not file additional site plan applications zmtd the County is - satisfied that adequate and- manageable levels of service will exist on state or internal site roadways. The SIC code system and the Tf8 shan be utilized for the subject projections. The applicant shall perorm an updated. TIA - of the project intersoctions . on U.S. Route 50 and of the Route 50ftute .37 ioterehange when traffic generation from the 70 acre site reaches 151,000 TPD (average weekday volume). The County may remise this 152000 TPD limit upward, without modification of this proffer agreemeu should results of the TTA show that additional loading is appropriate. Historic Preservation • he g home: (#469) to be characterized by historical report prior to (Revised 6/20/031 Page 2 of 5 The development of the subject propenyo, and ! ,. l Ifi 'Kf ♦ t of :f1 Masw Deydoptawt Plan f>: inclu& the f• #' 3! • landscape design S,/ . t provided in the= Proffers at : as illasftaed on the Genemlized Development Plan dated 'r! June 20, 2003 which is Y. ,t 41 hereto ++ • / A incorporated herein / «': :n ' Myfoot lasismped •^J w:i strip .e • Its -Pae US Route A 4 1 Y.g" 7 ! >1 1 1 ofthesite IL li t tf • .!( . h*edbiker trak travelways:,7 commercial ' 1 t MR 1 :sshall. not extend icdlowr # 1 front •figirt girtof ` i • t RouteItsd of the GD• 1 eeof an Austratiie detail .! t ♦ 1 for r ' pinposeof : : i 1 e,ri • standard of quft to be if • y;fl n ;./ f/ • t fit :, , e, Ms t A. 1 foo(10�tlandscaped W.tl :rl i t A *r . +e.along the i ♦ 1 :' f s ! ► +d r 1 landscaped sMi.1e •' t, white pme eveWem 1=, or an +fl r'. plant.species., with wbit ' i flt:i to 1 e a Itft/fill f1J} ♦ • :: :.:+ t hdo when :,! / .t/ :! and 1 1 .ttr : 1 at 1 foot (10) ktmvals (A) 1 A � .lif'fl wf All s t 1. R :' 1 '� �I:i to meet the * • �`N• .i: i.♦: 1 f iY .a f for the ficades of tho'buU&P sban ir"e, but • / 1 tiff '.f lo •,r Ir w►" 1 !:h ♦ fl ` wts (QATLD ,•# d mt&Wmal blook 1 ° t other skagated `" Y«= ;f real or sfim&W wood and/or glass. 2. All bnildipp witbin the &-velopmeml• i the propetty sW be i tst i '+ t compatible athitectural4e and materials,and sipap for such bim1dings shall ` ♦ ' ofa ii" style:Intl ll at 3. All buildings.` lit( it ' , i , s' ` . IY. i be t " ` ++ • 1 if i cohesive :!till ••! t f .• 1 building t •off i'!1 •.r R { i v«f 1 i:S}tt.:'ft f :, a71 • ♦ f ?.itf w 1 1 Mai tl • trash !, s :-1 tr f:r and pedegftian Ert .tl • 1 and ! 1 1 . f , tt :it1 &Zit t! worktogether t 1 ! i fY. • :r/ • i +il 1 ►r lly- j `Wmoriumed f.' sign shall be lutU f fc* each project:'t II f 1 f': of to , :r."t!fii, - fl irt!!: at 1 :w :Jr E W It 'W be f6iW .• E ' It *1 • kudscapoarea alom us, Route so. hwividtzal,si8m to be +° e e • 1 ;ZZ'0; ! +tits ♦ announce St f l) ::.: 1 7"f: .1 ri •' 1.: i R {.i• .p i for it ♦ - It! : uses.No otiwr " !,l ' shaR t • • f+ir t s ,ff, xf • W , f :: ,r :; The -Applicant i. aaff record :rri!-include !1 each detedas wellprovide GI +' ick County witha complete set of i : tr:.11i: and Restdcuum pusuant to sft f :W 1 f 7 :•f 1 L! ! r fl ' .! k�.' A If : i It :ar :+ R .Il 1 ' i l r Er c ♦ i !,f :f! s{: :« ♦ t'i ♦ ♦ !1 i/ It1R:• �• fit �: ♦ f tit► ` t !t: : .! 1 1s:t ! ♦ the !'i ! i� ri n •{ 1 Jf} r rt 1 A 1-: tli. :If:l i; i MA # ! Property owners '+1 i t': ? • Atf rl of coodifions I relatmg 1 , 1 • li itg active Page 3 of5 Cyeotechn i StudlV The Applicant shall prepare a site geotechnicah analysis and study for this site, as appropriate for the proper siting and _design of improvements, prior to beginning construction of site improvements and buildings. Monetary Conte uution to. Offset impact of Development The undersigned, who owns the above described property hereby voluntarily proffers that if the Board of Supervisors for the County of Frederick Yi gWa approves the rezoning for the 70.9065 Scares, lying on the north side of U.S. Route 50 in the Gainesboro hfagisteaial District of Frederick County, Virginia from RA to B2, the undersigned will pay. to Frederick County for the Round Hill Fire and Rescue Company the sum of $25,000.00, the Sheriff's Office the sum of $5,OW.00 and the Administration Building the sum. of . $5,000.00 for a total payment of $35,000.00, at the time issuance of the first building permit of the subject property. The conditions proffered above shall, -be binding upon the heirs, executors, administrators, assigns and successors in interest of the Applicant and Owner. In the event the Frederick County Board of Supervisors grant said rezoning and accepts these conditions, the proffered. conditions shall apply to the land rezoned in addition to other requirements set forth in the Frederick County Code. Respectfully submitted, I --- PROPERTY OWNER By. By: (7 awes R Wilkins, Jr. C. Robert Soleauberger Bate: Date:AJ/0- STATE OF VIRGINIA, AT LARGE FR ) RICK COi7NTY, To -wit: The foreg� instrument was acknowledged before me this c21 day of 2003, byI,�-�� f t My camznissi n expires [ c' 6 . Notary Public y X (R>~viged 5120/03) PaM 4 of 5 WW--[%7 PROPERTY q'hc 4 wr. 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