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HomeMy WebLinkAbout79-05 First Bank - Bank - Gainesboro - Backfile (2)TdP=829.37 it ni rT-8., 17 dN OF CIl 00 �— o ad0) i / 1 0 JTEJ 50 — NO y ✓/ i i ! it ', `s P77 /I All I 5 $PAC \ �5 1 I yJ� --' - 1 �1 � � •\!-vim // ?1[:\ o ,,�}�j "hr�� l "L .t.•- l�. L� 7 - Y a 16.13' 5 C) C) a z a Z kn o' BUL/DI G SETBACK & f11 T S17'� jN U `irti a GiL-. , N79'27'27' 142.52 ) a .GRAPH/CSeWE 20 10 0 20 40 IN FEET 1 inch = 20 ft. 0 0 0 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 @ t'-6" O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE t" TOOLED EDGES HAND RUB FINISH ON LIGHT POLE BASE WITH SURFACE OF CONCRETE ^\ COVER PLATE AND ALL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. BEARING GROUT ANCHOR BOLTS FURNISHED FACE OF 3 -0" WITH LIGHT a PROJECTION PAND BOLT SIZE CURB GRADE CIRCLE PER MANUFACTURER'S RECOMMENDATION. 8' GALVANIZED GROUND - w ROD. BOND TO POLE. l'-8" 0 CONCRETE BASE #3 STEEL REINFORCEMENT P.V.C. CONDUIT AT 2'-6' TIES 01'-6' O.C. ` BELOW GRADE TO PANEL. J4 STEEL REINFORCEMENT 11= NOTE: BARS I ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT e I NOT TO SCALE LIGHT POLE FOUNDATION DETAIL QSo 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 codominont leaders Prune rubbing or —� cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers Cut away all balling ropes 2"-3' mulch kept away from trunk Remove top of wire basket r-Soil well to contain water Widen and score hole wall ,;. Q°;' 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 UNAMENDED backfll soil Partially backfill, water to settle soil, finish backfilling -Area for water drainage 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 cc. 1000 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occu• 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 cc. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per cc. 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 BOTAN/CAL COMMON NAME SIZE AT PLANTING SPACING QUANTITY ACER RUBRUM RED MAPLE 2" CAL. 0 6" HIGH AS SHOWN 9 QUERCUS PALUSTRIS PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 9 ILEX CRENATA "HETZ//" H= HOLLY 76" HEIGHT 3' ON CENTER 29 CUPRESSOCYPAR/S X LEYLAND/ LEYLAND CYPRESS 48" HEIGHT AS SHOWN 10 ALL PLANTINGS SHALL CONFORM WITH 165-366 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. J W00WA0 Lo_QjL3Q�pwO��Z�w� woww��LL_a0- V co a4-d U O � U Q .� r` v a O a I N U t- � u7 to -a -0 o O d Q U O N O [ifQ otS • a) > N r7 C: O O U Ln r- r-, 0 F- U. to vi O L � L a) C ui O aLi O J 3� Z Qs V U o � U Z� � Z o � w O w r2 o Q to o O o a N w w 0 O N Q N r. 11 00 N = z W C o w 0 d' o Z > w I- o" 0 0 �V Q w m Z a V) 00 cn U) o w co Q o o o Z_j cr �, to) ° w O n o I- CV o UV Q Q O N 0 0 1 z zf0� Z w O z JM U LL_ V- JUN 1 3 2006 P 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 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 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 respponsibi!ltyy. 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 fair 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 0 f the Engineer and/or the Owner, 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions P irposed. offsite is the Contractors res onsibilit o nfined to he project area. An workperformedo s to 6. All grading for improvements t be cp t 9 9 Pl Y P 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. 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.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 servi�ices 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 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 b)e maintained at all times during construction. Temporary street signs and addresses must be posted as constructioni 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 I(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 Virglinia Occupational Safety & Health (VOSH) Rules and Regulations. Q. When working within VDOT right-of-wmy, all traffic control, wheather permanent or temporary, shall be in accordance with the curreint edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flagger:s must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specificatimns. V4 The developer shall be responsible for relocating, at his expense, an and all utilities including p p g, y g traffic signal poles, junction boxes, controllers, etc., owned by VOOT or private / public utility companies. It is the sole responsibilityr 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 constrruction, regulations, and control or safety of traffic may be subject to change as deemed necessmry 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 Iprior to initiation of work. V8. The contractor shall notify the local VfDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOTT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible forr maintaining adequate access to the project from the adjacent public roadway via a construcction entrance that is constructed and maintained in accordance with Section 3.02 of the wrginia 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 Conservatiorn 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 operaition. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainiage 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.gl., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention o)f the engineer and VDOT. Work shall cease in that vicinity until an adequate desigln 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 placiement and fill. Where CBR testing is required, a VDOT representative shall bae present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples slhall 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. Sit e Pfcil? A1111111111 i r s ,I I III ,,�„nu1(I :,� ! ; II ►I11 n" pI qP.., I ' l Il,lil l� '' ' , ' '°� I I)l: Ill llu II> I ,I' ► ; II; � �� � I I � I!� 111 ,I. E iIII III;.; I►:,I! I I I ! „�•,11I, 1II:,I..:: I,L,i.l1IIIlIlIIILIII,�. ,,:I,..I.!!,;!,::;.I1 II ,,:,,..,:,, ,I !�I ,I! I! II.„ isI II'.III I.0IIIlIf,l!Ii,:l:: •� ,�IIl,I,„,`l,f.lI.I.l.:. :l!,I II:I ,,, � IlIl f, I lIlI Il�ll1llllllllIlI llf„.liI; � :I .l�II lII, I.I 1! I•!,: ::,,, , II II :!II III i l�.. , 111 GaInesboro0 Magisterial Di strict 4 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 VOOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VOOT'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 duming the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT - representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Frederick County, Vicinity Map Scale 1 "= 1000' ®C OR ER 28, 2005 6 Virgin,ia Owner/Developer: First Bank 112 West King Street Strasburg, Virginia 22657 (540) 465-6134 P.O.C. Dennis A. Dysart, EVP 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 Patton H arris Rust & A sociates®pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 TI Winchester VA 22601 LD A. MISLDWSKY, 0 NO. 020674 T 540.667.2139 t�ts, C 540.665.0493 �R„_ .a�.� 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. efill," 11 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. 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 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. ' st,r a.. Approved_�y Frederick County Zoning Administrator ��e Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 6 Sheet Number 1 of ME P TOP=828.9 „ -822.8(2-48 ) COMMONWEALTH GROUP-W I NCHESTER t USE: COMMERC I AL OUTLOT 5 52-A-K insrument #: 040017257 FUTURE LEASE LOT AREA O (GAS STATION) t 0.73 AC f 0.57 AC (EXCLUDING LANDSCAPE PROFFER) 11 NOT THIS AREA TO BE KEPT FREE 01-j JOB TRAILERS OR STORAGE BY CONTRACTOR TOP=820;1 1N\/.=816.850 5 ) ENV=816.6(18 1NU•=816.35(j U.S. ROUTE 50 - NORTHWESTERN PIKE VARIES 45 MPH POSTED Culvert Summary Culvert Inv, In Inv, Out L(ft;) D(in,) S(%) Type 1 817,26 816,00 63 15 2,00 CPP 2 819.34 817,46 94 15 2.00 CPP 3 820.90 819,54 68 15 2.00 CPP 4 822,04 821.10 77 15 1.22 CPP 5 818,24 817.46 157 42 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLE(R SMODTHCORE OR EQUIVALTENT, ADJACENT PROPERTY SOUTH OF RTE 50 HAHN BARBARA A 53-B-1, 2 Zoned: RA Use: Resid DB. 830, PG. 1295 Storm Inlet Summary H STIR top tp STIR out Str, No, Inv. In Inv, Out Top Elv, Type Throat h(ft) 1 817.46 817.26 824.65 MOD. JB-1 -- 7,19 2 819.54 819.34 826.88 DI-3B 6 7.54 3 821.10 820.90 827.00 DI-1 -- 5.90 4 -- 822.04 827,00 DI-1 -- 4.96 5 -- 818,24 824,45 DI-1 -- 3.86 N/ 20' WTR ESMT CG-90 (TYP -) ALL ROOF DRAINS TO BE 8" PVC SDR 35, CONTRACTOR TO INSTALL AT 1 % MINIMUM SLOPE AND PROVIDE 24" MINIMUM COVER IN PAVEMENT AREAS. 4" CONCRETE 2" STONE EWSE COMMONWEALTH GROUP-W I NCHESTER USE: COMMERC I AL nI ITI nT 7 r i J� Q C� 4� 0 �^ C� 0� 4b• O 9W4AMCSOW, F 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. 1.5" SM 12.5A 3" BM25.0 - 8" VDOT 21 B /- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale n" cuan cA 16 :OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale NOTES! I, TR5 NIN WAY EE FRECM OR CAST tx KAOf- 1= CtMIC" YID K CLAM A3 IF CAST IN P%hCC #goo tp rf PRECOST. 3. COM MV, I" OM!! I tUTTE* MAYM A 1►i+bUS BE P010 FOR AS SJ AL tO"lil►04 COM 4P CUTTER- 4-FORR JfMEa TIS7CF F1T£SanxTEO ,0in 1MMUMS4TT!HtE OEWTk OF THE PAARUCWI. S, IN$ CUM h w BE USED TrF" OE94m PUD is 40 NPM OR LESS ON RW)L 4"IlYS SO 4S ON OR R ?LESS NI KMELWW 9M M a S3ldlJFI M A14CAi / INESE DE104 WEDS Aft t><4C004Q STMOPM OC-7 t9 010%wol 77 fii - dy T,y - r r • r- r r 7" 3 b A d 'a k • _-- _.--_--•__- -- r►IK pprT�r aF tl•€ cu+e Ah9 ONtALLEXsINCTRMTEO 0K <w eMr414AI' pEll'Tr! of r t5 6+iNsiAMICi}. �� I�QRTQI: ��ACTCR COMBINATION 6" CURB & GUTTER VMW#jt "OT W OF TR~CRTA#-VN PROJECT SUMMARY TAX IDENTIFICATION NUMBER OUT LOT 52-A-L EXISTING PARCEL AREA 1.53 ACRES DEVELOPED PARCEL AREA 1.34 ACRES ZONING B2 ADDRESS CROCK WELLS MILL DRIVE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.34 ACRES SETBACKS REQUIRED PROVIDED FRONT (US Route 50) 50' 81' SIDE 0 61'+ REAR 0 50'+ PARKING 5' 10' BUILDING HEIGHT 35' (MAX.) 24'(+/-) GROUND FLOOR AREA 4,099 SQ.FT. NUMBER OF STORIES 1 FAR ALLOWED i FAR PROVIDED 0.061 MINIMUM LANDSCAPED AREA 0.23 AC. (157.) LANDSCAPED AREA PROVIDED 0.42 AC. (27.57) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250 SF) 16.4 22 HANDICAP SPACES 1 2 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 0 24 PARKING LANDSCAPING PAVEMENT AREA 22,598 S.F. PAVEMENT TREES REQUIRED 12 PAVEMENT TREES PROVIDED 15 INTERIOR TREES REQUIRED 3 INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 15 TOTAL TREES PROVIDED 18 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 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 FIRE MARSHALL. 11. BUILDING SHALL COMPLY WITH THE 2003 VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA 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. LEGEND PROPOSED CURB & GUTTER - - PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8- 21B/2- SM 12.5A) • • • • • • • . PROPOSED HEAVY DUTY PAVED AREA(B' 21B/3' BM-25.0/1.5' SM-12.5A)• PROPOSED CONCRETE AREA • • • • • • • • . • • • • • • • • • • •• PROPOSED GRASS AREA • .................. . 70NING BOUNDARY . ....................... ZB UTILITY PEDESTALS • ....................... M M EXISTING STORM DRA JNAGE & STRUCTURE • . • • • • • - PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • PROPOSED WATER MAIN . ........ - W EXISTING WATER MAIN ................ - >' 4----- PROPOSED FIRE HYDRANT ..................... . PROPOSED CATE VALVE & BOX . .... ----INS we EXISTING SAN, SEWER AND MANHOLE . .............. •- PROPOSED UNDERGROUND ELECTRIC SERVICE • • . • • • • • • • • •• E PROPOSED UNDERGROUND TELEPHONE SERVICE • .. • • • • • • . • •• T PROPOSED GAS SERVICE . ...... ..... ...... z w o Z U O M a z w Q N w W In In w Of 0 0 a Z lA OlQNN3 , O Qo Q W't w C� O (0) V O En �owow W v w a C vO o 0WW00d - v vi w J Y Z Q m V) w U w O z CL V) 0 5 Z �s w 0 � V O O U Y W M W Z Lx z 0 Ir 0 N w O N O W W 21104 N O m �- bi LLIwN > D w~ QO -J 6 _ Cn 0 Cn Cn O f= zM U0 V t� C4 z z � Y 60) z� w = JM a -a E rn M 0 0 0 e-i 3 0 U c a i w 0 fV Cil co M M a� a a GR4PH/CSCALE 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. STONE CONSTRUCTION ENTRANCE L VDOT RI I I !� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS /I rI�/ OPERATION PLAN __ FILTER CLOTH --� SECTION A -A REn.�urt..�„ wn�nc.c. urtn,n orn�c EXISTING PAVEMENT 5:1 Z �NTAB (OPTIONAL) 1TIN EXISTING PAVEMENT 10' MIN. I SECTION B-B SOURCE: ADAPTED from 1983 Markand Standards for Soil erosion and Sediment Control, and Va. DSWC BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER CONCRETE• GRAVEL FILTER RUNOFF WATER WITH SEDIMEr 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 15" CPP INV= 817.46 CONIC WEIR 42 CPP INV=817.46 15" CPP :Fk INV=817.26 GRATE TOP ELEV=824.65 jl ; S Y WEIR WALL W/0.75' DIA. 3 ORFICE INV=817.46 STRUCTURE 1 - MODIFIED J8-1 TYPE "A" -- CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND TO THE POSTS. TRENCH UPSLOPE ALONG OF POSTS. rvi I�- 01 � , FLOW -.- 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE 11— Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 ljamt BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN WAINEOR WITH OVERFLOW SEDIMENT SEDIMENT ��'�•�"mil."-�'���1 '�.,•.�. ,�ial�s_ �;��•i��tar,� f��.�il� BLOCKCONCREM; GRAVEL FILTER WIRE SCREEN J 2" X 4' WOOD STUD FILTERED WATER 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 law" EXISIONG STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB-& GUTTER .............. DRAINAGE -FLOW ........................ E)VW-GRADE--------------------- —�so PROPOSED GRADE .................... PROPOSED EASEMENT -AREA..•----------- PROPOSED -SILT. FENCE .................. SF SF— DriERSION DIKE ........................ OID Di; — INLET PROTECTION ................... IP @ IP V LIMITS OF DISTURBANCE ... ............. M T i DRAINAGE -DMOE........ ............... �� PLATE 3.07-8 Q�J lq \�oON T ZQly1= L"mow W 0' zQ_I , Uc) O 1,nWOW N0 LL w aZ L� U o o n /voe00 n �U) >� U � N tN :'_' cu � �Q 0- 0 I N rn co) c o o Q U O N O •- ry Q co Cfl 0 Q) > 0i oi NC N c o 0 n U F- LL tf>t vi O L � L � V) � (n L. O a� A a L-L i J C�j 0 Z Z Z U Z 0 O W 0 w w w I F— F-- co 0 J Z Z �� M U) Ir - 0 U Y o (n O v I W nd '� = tm W o z LZ n 0 3 Z U M w O o O r / O o N w O w E 00 tV N L L- O U) Ir- w W W � w O LLJ z > wl— -i w O 0- 1-- () Q w a o O cUn c=n z w CD < Q Q U) o OM w .O � ►- t0 C) N z o O 0 U Z Y Z 00 � U M w w z w _ -iM Q U l.L r- 1 Td)=829.37 ��..((��// IN =81 I, J,�T -817 C 5 $PA \ `5 N OF JH \ ENT i 1 00 o 'q- 50'- B.R.L. WITH J/ -- 16.13' �JTE 50 - NORTH N79'27'27"W 142.52' .7R,4PH/CSCWAF 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. 0 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 LIGHT POLE BASE HAND RUB FINISH ON Wfili COVER PLATE SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. BEARING GROUT ANCHOR BOLTS FURNISHED FACE OF 3 -a" WITH LIGHT a PROJECTION POL.E. BOLT SIZE AND BOLT CURB GRADE CIRCLE PER MANUFACTURER'S RECOMMENDATION. 8' GALVANIZED GROUND ROD. BOND TO POLE. 1'-8° 4 CONCRETE BASE 3 STEEL REINFORCEMENT ° P.V.C. CONDUIT AT 2'-6° < BELOW GRADE TO PANEL. TIES 0 1'-6° O.C. 14 STEEL REINFORCEMENT I I I '` . ` ' I I =� NOTE: BARS ALL UNDERGROUND WIRING ` a TO BE IN NON-METALLIC CONDUIT n NOT TO SCALE LIGHT POLE FOUNDATION DETAIL A -a 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 balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips I / Widen and score hole wall a �. rz— Remove container and cut circling roots if container —grown, or as much burlap as possible if field grown Leave solid soil pedestal — do not dig deeper than ball depth 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 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 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 gross emergence. PLANTING SCHEDULE BOTANICAL COUMON NAME SIZE AT PLANTING SPACING QUANTITY ACER RU8RUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 9 OUERCUS PAL41STRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 9 ILEX CRENATA WE/Z//" HEIZ HOLLY 36 " HEIGHT 3' ON CENTER 29 CUPRESSOCYPAR/S X LEnAAV LEyLAND CYPRESS 48" HEIGHT AS SHOWN 10 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. J Iq \RG�W T �c O Z wza_ Q C)O W d• a' O w O ��Z = OC) wZ CO r Q o W v w o of O CU O �040'j - v vi Q U N *� d � Q rn ._ U v a � O I N U tii D p O Q C o N o r 0!� Q �i a) > ai C6 L _j 7, d Q) — NC rN c 0 0 0 C7 r-, I-� �n HUH LL N vi .L 0, L Q) C Ui O f+ 0 0. w 0 Q :5 Z 0 CL Z 0 <( Z � I J00 ZJ g 0 Z Z Z_ o� Q 4� m 0 Ir O C U o 0 U o Ix W m In Z 0 Z p L M w o cc a Ix 0 o Q O � N f� w W �\w W Q N NL/''� 0 '_� w ck� �-- z W m d' w O oU Z > w 1— L—Lil O I-() Q w z n~. czn o O cUn c=n WCe QN o o Q O J w O Of i — N 0 Q o 0) z z Y z� 0 r 0 07 Q w wM Z w (Af _ 0 o U I E•— (n a) E Q M In 110 O O N O .-4 .-4 .J C Up O 00 U C CL. L CD C LLN 0 N i 0`1 Co M M N O d i 'AV Pc 4' Wool Wl 1'k t Ii0 M Sell BOIWS 6r-4 LGC- 815E III �oY9dM �•:9°F�taolm) p ex4'WNMWell if oLM 00CEIE fTx m SECTION A Moll, __Q OPM p PILAN VIEW 1(IY-0" FRONT' ELEVATION STANDARD TRASH ENCLOSURE DETAIL UXx WEI IN OM GRADE 12' in. 4'x 4' Post 0 M ni Post Hole 11111 1 Part Dry Concrete Lftx aM i Pit Excavated Sal. Thoroughly Tamp Concrete Ira and Sal to birnirlate Voids. POST SET DETAIL SCREEN FENCE DETAIL cG-n GENERAL NOTES: 1• THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WiTH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATEID DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF TICENG$W-ER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WFITH REQUIRED OARS. 4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FCDR DOWEL BARS SO )L THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF _-3-- PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLAVSS A-4. 5- REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG 12:1 vfA BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLIOOR. MINIMUM T2.1_ MAX,.. -•'`-- CONCRETE COVER N/Z'. S. CURS / CURB AM GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTEfR. TYPE B 7- CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLAANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESS E ROUTE WITHIN THE RIGHT OF WAY OF A HH04WAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PROPOSED, OR NONEXISTENT- THEY MUST BE LOCATED WITHIN PEDESA'RIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER., AND SHOULD NOT BE LOCATED BEHeND VEHICLE STOP LINES, EXISTING LIGHT POLES FiRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 1Y7 MAX„ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAW RE APPROACHED. ENTERED AND USED BY PEDESTRIANS. 5 X)! 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIOINS PROVIDED THAT 2' NW1 AT )K , 2" RICHER THAN THE CURB OPENING IS PLACED WITHMN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THc CURB. AT 3G X , SAVME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADnCAWOT TYPE C ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL, ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE. DEPTH, 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1 6" 2 4" - TRUNrATED DOME C C O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0OT + :r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0: N O O O 0 0 0 0 O O D O O O O O o o rj Q 2" io U 0 0 0 0 0 0 0 0 0 00 0 0 0 0 Z N 65!. OF BAISE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMIE TER O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1,4" VARIABLE BASE DNAMETEITR-PAYYNU S� TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CC-12 DETECTABLE WARNING SURFACE gETEREIe:E REV.7/05 GENERAL NOTES o2 203.05 ViFRCINIA DEPARTMENT OF TRANSPORTATION CC-12 PERMISSIBLE A CONSTRUCTION *5 DOWELSJOINT . B LONG 0 12" C-C 4' Y i Men. B !� - B 2' TRUNCATED DOMEas A SEE SHEET 1 OF 4M FOR DETAILS TYPICAL DESIGN 4,-0" BACK OF CURB 12,1 MAX. 481 MAX. 20: 1 2 SECTION A -A I.. .I IN NFRUISYf• ,• PE COATS RUCTION JOWT SECTION B-B ) 10:1 MAX) 10' i MAX NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4' SOIUNRE LANDING AREA OIUTSIOE OF y TRAVELIWAY SHALL BE TTHHEPMA MED WITHIN =Y3 � CROSSWIALK AREA -T Ef) `1 I/) O �0 �U Of CROSSWALK III C � SSWALK TYPICAL PLACEMENT OSSWAL-K TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED NOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOHP OF CURB RAMP. MINIMUM CURB RAIMP LENGTH 8 FEET FOR NEW CONSTRUCTION.6 FEET FOR ALTERATIONS. SKCMTM SHEET 2 OF 4 Flu CG-12 DETECTABLE WARNING SURFACE 54z TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VRtGIMA DEPARTMENT OF TRANSPORTATION 203,05A e•.w Shape to contour of pipe- - Shope to elevation of mid -point of largest pipe. A e 4 Slope to dram to invert of outlet pipe. SECTION A -A -THOD OF TREATMENT IN DROP INLETS NOTES Slope b drain to invert Shopxlg of manhole and inlet inverts in accordance with this drawing.`'.p , / :..o :►,`-` of Outlet pipe. is to apply to those structures specified r plans or where invert of pipe is above invert of siruttura. •• e / Manhole ar drop itwet K b be formed and constructed in accordance .�. � s -s,- with applicable standard a special drawing. The invert shaping as detailed = hereon is to COnSist Of a Portland Cement Concrete mix conforming to a. Cbs A 3 or Class Cl,except thot 257. of worse oggregote may be up to 4" in n conlre and consist of atone, broken left, broken Concrete. or broken concrete Work The surface shalt be left smooth by moons-•'o:•'.. p '.'. M, r aoM1 of bond trowelling. None of the Coarse aggregate shall remain exposed 1 ° • ?, :ti "'� _ ;1,k'.� .` �., Y G rV Details of invert shaping as shown hereon ore for example purposes only. _ ` �, :. . ,' : ► • Each manhole or drop inset is to be Shaped Individually to best fit the , 4 ;► '.. particular inlet and outlet configuration and flow lines. "�•---_ PLAN SECTION 8-8 METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE a INLET INVERTS 302 VIRGINIA DEPARTMENT TRANSPORTATION 106.08 01-1 /a SECTION CAST IRON-�+-I/Z SECTION STEEL NOTES 2.-7•. L 2y2" x 2t/= x I/4" IT-4" Itmg 1. DEPTH OF MET (H) TO BE SHOWN ON PLANS - FOR DEPTH GREATER THAN 10' USE STANDARD • _ cLugs oat with co r-3'/i / 2• ON THE ANDAROS B B 0 ON PLANS A ---- A I AND SPECIFIED THE WILL BEWN MEASURED FROM THE INVERT OF THE OUTFALL I� CAST IRON GN-V. STEEL Mel PIPE TO THE TOP OF THE STRUCTURE. PLAN 'W' DIMENSIONS ARE APPROXIMATE ONLY N 1^t FOR ESTIMATING PURPOSES AND THE ACTUAL "r `r OptiOn/l iv 66 ± 3 t, I43.6 lbs. DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM £ELD CONDITIONS. Brace Ribs indudng including Weld ON 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS - Iu9s annectors connectors TO BE SHAPED N ACCORDANCE WITH STANDARD to Collor iS-I. THE. COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. 9n/2" '-7" `•V/i' 4- Lugs %a- x 4" 4, IN THE EVENT THE INVERT OF THE OUTFALL � IS HIGHER THAN THE BOTTOM OF THE Stud Stud Shew connectors STRUCTURE THE INVERT OF THE STRUCTURE SHAPED EMENT 4'-2" 1' t EVENT STTAN[ NG OR P ONDING F WAATTERO _ _ N THE STRUCTURE. THE COST OF FURNISHING PLAN 'I Mao PLACING ALL MATERIALS NCIDENTAL TO (Grate Removed) C a INLET SHAPING IS TO tE INCLUDED N THE END PRICE FOR THE STRUCTURE. 2t I SECTION B-8 5. STEPS ARE TO BE PROVIDED WHEN M iS 4'-D" OR GREATER. FOR DETAILS SEE STA40AM ST-1. DIMENSIONS FOR COLLAR DETAIL 6. THIS ITEM MAY tE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7 s 4 x a" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 4'-2" D TO ABUTTING CONCRETE TO PREVENT Hardware Cloth 2' 6" SETTLEMENT. IN LIEU OF DOWELS A 2"X4" 2•.7 • NOTCH MAY 8E SEE STM1pAR0 ----� 3" Diameter 1•_ - T•pI.3, 4 FOR ALTERNATE DESIGN. ALTERNATE weep twee d d . See Note 8 N 8. 3" DIAMETER WEEP HOLE WITH 12"Xt2" PLASTIC b ¢ iy i!�r e D Color depth Aggr. C x6a. s 78 or +� 12"-65"-18" or 24" [V en eOPn F. D d sd HARDWARE CLOTH 1 4' MESH OR GALVANIZED STEEL WIRE. MARE DIAMETER 0.03" WAWR 4 MESH HARDWARE CLOTH AHCHOkD FN*XY TO THE OUTSIDE O F THE STRUCTURE. 9 AlS 130000 PSI), PRECAST CONCRETE CTONCRETT'E IS�70LBE 4000 M. 10. MY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST RCN LUGS AS SHOWN HEREON, SECTION A -A _E.��-'�I"�:FJ 4„111111 "poll (� CONCRETE OUANTITIES FOR MIN. DEPTH )� --I IVY, 12" concrete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D t5•' conaete pipe - 1.528 Cu, Yds, Concrete 18" concrete pipe - 1.620 Cu. Yds, Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete GRATE DE TAIL Add 0.469 Cu. Yds, per oddittonolfoot of depth. APPROXMATE WEIGHT Cast Yon Grate M3 # 18 Abe STANDARD DROP INLET 12'' - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 VIR(GINIA DEPARTMENT OF TRANSPORTATION 302 HOa.Of TABLIE OF QUANTITIES DI-3A,38.3C TYPE L AREA Of SLOT REINFORCING STEEL E;We a BARS A BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. ft. C,r. Yds. No. Lin. Fl. W NO. Lin. Ft. W No. Lim Ft. is No. Lin, Ft No. Lin. Ft. No. Lin. Ft.! No. Lin, ft. Lbs. 01-3A '- t-r-S 2. - 1 -T' 3'-2" - - - 6 T- 4•" 1 5 r- '• 2 '-7- .- 3 T-2" 4 r-6" 3 r-6" 4 - 2.75 3.02 5 Y-6" -' V-7" 3 N-2" 4 - 3 r-6- 4 to V 3.67 .46 5 51-6" t0 - •• 3 V-7- 3 3 2" ♦ '- ' 3 r-6" 4 159 01-30 V 4, 3.90 S 7_W U W-711 to d-10" '-7" 3 S_r 4 T- 3 1-6" 4 T- 204 4.,4 5 W-6" 18 -7- o '•10" 3 5'-7" 3 3'-2" 4 9'-6" 3 T-6" 4 - 1 14' 4 4 5 tt- Z '- 3 T- 4 IT- T-6" 4 T- W 7 3 5.72 5 6^ 3 '-7" 3 3'-2" 4 •- " 3 T- " 4 t8 8.25 .66 5 30 3 -7" 3 3'-2" 4 " 3 r-6" 4 9.17 6.09 5 17-6" 3r S'-7~ 3 3 -2" 4 rr- " 3 r-6" 4 T- 4 2.75 3.01 10 r-9•' 4 6'-7' to W-110- 5 '-7" 3 3'-2' vAr 6 r•6- 2 m e' 3.07 3.4 10 2'-9" a V-7- to '-10" •-7' 3 3'-2" 8 2• 6 r-6" 2 10, 4.58 3.89 0 3'-9" 12 HP•7" to 6'-W 5 5'-7" 3 3'-2" 8 3'-9" 6 T-6" 2 T- " IT sm4. 10 4•- 16 '- - 3 6 If r DI-3C 14- 6 4 t0 5'-9" 20 to '•10" 3 3 2" 6 T-6" 2298 16' 7 5_21 10 -9" 4 •- 5'-7" 3 r-2" a 6•-IY 6 r-6 2 ib 25 .65 10 T-9" ZS $'-7" t 6' 10" 5 5'-7" 3 X-2' 8 T 6 i-6" 2 T- 392 t q 8•-W 3 -7' S - 3 3'-2" 6 i 6' 2 r- 439 NOTES t. DEPTH INLET a) TO 8E SHOWN ON PLANS. 7. *4 X 8' SMOOTH DOWELS AT A'�PROXAIATELY U. Tt15 AREA WAY BE EARTHEN.N Wwo1 CASE 12" C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "M DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. YEASLWO FROM THE NVERT OF THE OUTFALL 16, CONCRETE OtIANTITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE, 8- 3" DIAMETER WEEP HOLE TO BE LOCATED TO CH) OF 5'-2•' W)THOUT PPES. THE AMOUNT PLAN "H" DIMENSIONS ARE NVROXMATE ONLY DRAN SUBBASE MATERIL. WEEP WITH DRSPLAMO Or PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES At'D THE ACTUAL 12•'X12" PLASTIC HARDWARE CLOTH t � OBTAIN TRUE WMI)TES, FOR INLETS OF DIMENSIONS SHALL 13E DETERUMM eY THE CONTRACTOR FROM FIELD CONDITIONS. O1 CALVAWREO STEEL WOW M I MU1M WIRE DIAMETER 0.03" WAGER 4 WY H_ HARDWARE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CUBIC YARDS OF COHOR£TE FOR EACH FOOT CLOTH ANPlIOREtO FIRMLY TO THE OUTSIDE OF DEPTH, 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE R0N AS SHOWN ON SHEET 1 IS-1, THE COST OF FUaQ9iNG AND PLACING ALL 9. ALL RE#FORCNG STEEL SHALL HAVE A WR. OF 2 IS TO BE L+t6" AT 4.10 LBS-/FT.. MATERIALS NCOENTAL TO THE SHtAPING IS TO BE COVER OF 2". INCLUDED N THE 810 PRICE fOR THE STRUCTURE- la. ! DENOTES LENGTH OF ONE 411 BAR. 10, ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE NVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE s5. 4, PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTt/E TF£ NVERT OF THE SiTRUCTURE it CAST -IN PLACE CITE IS TO BE CLASS A3 20. WHEN INLET IS USCO N 41-0` MMAN.8ACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE *LET K TO BE SHAPED TO CONFORM TO PREVENT STANDND OR POHDING OF WATER 4000 P94 PROPOSED CUFa N THE STRUCTURE. THE COST OF F'U WSHNG AND PLAcs G ALL MATERIALS NCDENTAL TO 12. LENGTH OF SLOT (L) WILL. N EVERY CASE. BE THE SHAPI40 tS 10 BE NCLUOED N THE 80 SHOWN ON PLANS. PACE FOR T14E STRUCTURE. 13. F INLET IS CONSTRUCTED N MEDIAN CURB OR 5. STEPS ARE TO BE PROVIDED WHEN H IS 4•-0' WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST•). OMITTED L%E DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE- 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE II DETAILS SHOWN ON STANDARD DRAWING DFMB. Sheet 2 of 2 STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 302 VIRW#A DEPARTMENT Of TRANSPORTATION KT4•K) ■ 830 825 820 n `2 3 4 U i U l NZI LOU U U tt � Q O O� CN N. U-) N� Qo I �� k t�o Zizt (cn- �NtU 'U L �Oq wok Off» oiZz I�+ O•-i- z Z II CJN�ZZ t, __ -- o E _ I PROP GRADE C -- C3 l 6$' @ 2. 0-- C2 a - 15" I P_ --- 94r - @ 2.00 C1 15 CP 2.00 1 " CPP ® 15 CP 0+00 0+50 1 +00 1 +50 2+00 2+50 FOR STRUCTURE 1 DETAIL SEE SHEET 3 GRAPHIC SCALE 50' 25' 0' 50' 100' -- 1 INCH = 50 ft. HOR/Z_ 1 INCH = 5 ft. VERT - INSERTABLE SHEET A86 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE 70P OF FILL TOP Of FILL TOP OFFILL GROUND LINE H H GROUND LINEJF .s�rrrr , rir CROUNO LNIE H- rrrrr rrrr rrrrr ri/i rr rr. EARTH D•12" r r RWOYE OR D•1Z"_ rr EARTH D-12" d d 50I 72 d 0/2 ' 4- D/2 0/2 BEDOM �H b MATERIAL b MN, V10 0 i MN.1/10 0 MOM MN. V10 0 eEOpNC I/p„R X X MATERIAL X X MATERIAL MIN, a"'MAX. FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION 14" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL Pi E PROJECTION ABOVE GROUND LINE r~ MN. LS x 0 "J MN. 18 x OTi W 15 x O MIN. 15 x 0 I -AL". 1.5 x D }1 r YN. 1,5 x D� TOP OF T TOP OF FILL FILL f TOP OF FILL H - _^.� H j� rrrrr rrrf�rr rrrr/r = r j ^ ��� = r/rrrrrrrr/rr rrrr/ii/iiirrr - - - rrrrrriririrr rrrrrrrrrrrrr - r /r rrrrr rrrrrr = � rrrrrr rrrrr rrrr r/rrrr f 0-n" - r �� f �� ��' �O ND r�ifri rrr rrr rrrrr r r rr rr rrrrr r/�irr/rrrrr rr//rrrrrr D•t2" r//r//rrr ri/r/rrrr d frfrf LINE �" r d r/rrr/ L rirrrrr d ,r rrrrrrrir _ tgiNp D/2 r rrrrr = 0/2 EARTH � _ �- ROCK OR b� � IM4. V 10 =�M X D -� 1 X -4BE� IBEDDING MATERIAL UNYIELDING V10 0 � ILL t/1D D - , X D X X-- EARTH BEDDING MATERIAL MATERIAL NORMAL EARTH FOUNDATION 1"� H Milli. ROCK FOUNDATION FOUNDATION SOFT. YIELDING, OR MAX 24" OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIALIN ACCORDANCE WITH NOTES; SECTION 302 OF THE ROAD AND BRIDGE SPECFICATIONS• FOR PLASTIC PIPE. THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE 6i CLASS I BACKFLL MATERIAL N ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. �09 WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PRE BEDDNG.SEE INSTALLATION OF PPE CULVERTS REGULAR BACKPILL MATERIAL N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AD BRIDGE SPECIFX:ATIONS. ® EMBANKMENT SHEET 1OF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV.7/05 303 VIRGiIA DEPARTMENT OF TRANSPORTATION 10701 DH•3A 38.3C QR EXPANSION KEYED ExPAH9Il'1HT JOINT 3•-10" F AJESEE rA, COD R CHK.Ei BACK OF SII�wALK Y i JOINT 8ARS s r RA('ioof _ ���1 R BAIRs 4' 21 o N C BAR " Skg*ASE ) +y- tCIE& tnHp W o -^' F B- i /Ft5 F HARDWARE VEEP HOLE, i W . SEE NOTE , % I �pS-'. s P ; F BAR A NO TE 5 P G; AIRS D GUTTER FACE OF CURB 6 8" ROL JOINT CRAP( CONTROL JOINT " 6';W. PLAN SECTION A -A f A 10 MAX. r KEYED C0H6T. JOINT L-VARIABLE MAX.20 WARPED 8 8• 312„ GUTTER B A =RACH A � z f I BARS B BARS E 1r:3" DIAMETER BARS B ---, WEEP HOLE FRt]�NTER REMOVED) BARS f - 3-lr " 5)e14" BENT PLATE SECTION B-B :..:... N TYPE A NOSE DETAIL SHALL 8E USED gITH CG-3 i CG 7 STADAWOS. . ,'. - E�? /N)e/4" TYPE 0 NOSE DETAL SHALL BE USED LNTH CG-2 STANDARDS. TYPE A mv r Y TYPE 8 /? X 4' STUD SHEAR CONNECTOR t1 I M GALVANIZED PLATE FOR TYPE A TO BE BENT ON A4 AiG;LE OF 68.30' TO ANGLE IRM AT TC-C. CONNECTORS NO IS TO BE ANCHORED WITH V2- X 4- STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. " APR. PAVEMENT DF 3A L OF30 L OL-3C L `.' .. WARPED PAVEMENT �--r 011 QJ DETAIL WHEN USED FOR t75E ON (sumEs ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 too 09 VIRGI NIA DEPARTMENT OF TRANSPORTATION 302 <I- U `V- O O N O00 N 1 N 1O � CL + N�Z MIX 825 82 5 � H -- 0 U U co N I CN b 00 II II O Q:l II O -eiZi ��zz Z O __z _�R _ X• G DE I � � C5 C5 57 ' ®0.50i� 0+00 0+50 1+00 1+50 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8' x 3/4' or 314' 18 in. Dia. Non -Traffic 74M=FIG Traffic A32HH-T 1' 24 in. Dia. Non-Traftlo MC-30 (Frame) WITH RML-1-T o tJcQ Traffic MC-30 (Frame) WiTH RML-12-T (Fop Lid) copper wire for line tracing, taped at 10 fool intervals 6' Same Side 1' coupling (PJ X FIP) C14-44 with SS insert and MfP plastic plug COP'PERSETTER meter size Opposite Side Same Side 51W x 314' VBHG72-18WD-44-44-B4 VBHC82-1OWDA4A4-B4 3/4' VBHC72-18WD-44.44-B4 VBHC82-IBWD-44 44-B4 1' VBH 4-1 WD-44-44-B4 A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street a) Encase In 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around Corp. stop; wire to be taped to top of PELF at 10 foot intervals; Come up into meter box and terminate level with angle ball valve]. 5/8" x 3/48, 3/4" AND 1" METER INSTALLATION -7- SEP 05 finished grade Concrete ski) pad 18' dia. x 6' deep 4' stone Panetta Model PA4SV-CSK (41 QQQ Valvco, Inc. cast iron deanout cap with brass Fig. No. 71 BOB - plug having a countersunk square V(_V with with lid marked 'SEWER' head SDR 21 - c)eanout pipe bottom sectio of box brick base r•- sewer main SDR Wye > SDR 21 45* bend P45° SDR 2t ._ . . 6' stone bedding SEWER CLEANOUT -19- 48' cj _j w U) � O J J [� 3 z Q ZZ Q O o wd WO_W z �' a� �V)z s 0 0 U) (n r <L N O C7 LL, z ��W lii , V W A. o 11 a U �cr_ °ww00 _ W J a� U �C •i•4 L Q rn 0 O I N U 0) _0 -0 O O d Q C o N O I Q o CO otS a� > J y C r7 C O O U Ln CL U N LL (n O 5, L � 5` C V) O OD W Q) 4.1 C (0 a W to O e� Z Z Z Q U W O W M 8 U. Z Z y 0 U � W Og -, Ch d CD LLJ (D Q \_ 0 0 Z CD 3.0 N O M W O N (n � F- W CD Z � w I"•- J W c) a cn o 0 to Gn Z w W CD 0 ---I Uj Lij U j (/) O w �/y\� ~ 00 0 L Q 0 L.L. N z o 0 z y z � U ZW CE = W :� 10 O C� W REZONING REQUEST PROFFER Property Idecrtiiication Number 52-A-111 and 53-A-?.9 Gs inesbon Mal&terw DkStrict WWOW, L.C. Pr+_han 9tCn Pursuant to Section 15.1 491.1 et. 4eQ, of the ode of V-irgink 1950, as amended and the provisions of the Fre hick County Zo-aing Ordinawe with respcct to conditional zoning, the undersigned applicant hereby proffers thin in the event the Berard of Supervisors of Frederick County, Virginia, *all. approve Rezoning Application L,i for the rezoning of 70.9065 acres from Rural .Area (RA,) 77onang District to the lEghway Comm al (kt 2) Zoning District, developnmm t of the subject property shall be done in conformity with the times and conditions sell faith herein, except to the extent that guch terms and conditions lay be subsequently amended or re riv d by the appk nt sand such be approved by fibs Frederick County Board of Supervisors in acconda= with V`irsWa law. Should this peon for rezoning not be "proved by the Board of Supervisors, then these proffers sball be deemed withdrawn and of no effeLt whatsommr. These profT'ers shall be bin ft upon the applicant and their legal successor or assigns. Developm+eat l 0 The developmett of the sutie ct pnope'rty, and the sabmission -cif any Master Developmw Plan shO be in oanfbmare writh all pertintw County regulations and shall be in Substaattial caonfimmity with the Generalized Development Plaq dated June 20, 2003, sbmt 5 of 5, which is attached hereto and inco"orated herein by refmvnce. Street impr vements The Applicant shall design and c&nstrud aU roads on the subject property consistent with the Coins adapted Rr, wd IN Lased Use Plan .for the area, and according to uniform standard establMed by the Nugent. Department of TrwWortation (VDOT), and as may be pmvided in these proms as illustrated on the +Carerre ali d rhmmlopment Plain which is attadied hmetto aid incorporated, herein by reference. L On U.S. Route 50 a new i ntersecti*n shall be created to allow the relocation of VA Route 803 iwd to allow the der om with a major colle cu r road serving the 14" sue_ Work involved witch the item to include lei turn lanes on iJ.S, Route 50 mound. lane and east -bound lane within the median and right turn lanes onto Rome 803 (EBL) and tlae major collt► ( L). The imersecticm to be stoplight controlled, The design for Recite 803 relocation to be provided by owner. It is anticipated tW the R to 803 rclocationwill be supplied by VDOT f mdiug. The appliant will be'resporL44,e to iastmc that funding is in p1we at the time Of the initial site development phase of the projccx since the Rome 803 relcy a ion is a:t for initial operation tof the commerdal. center_ See item (1). 2. On U-S. Route 50, a mw tmvel lame to be cor»ucted on the north side of the westbound lane from the taumm lion of the W.MC (deGm,ge) proffer to the westem limits of the VV W, T,,C, site. See item (2). j (ltevbW 6)2W3) PW I cif' 5 3. Two trnsignafized inter tions with US- Route 50 to be constr`trcw at; existing crossmer poin s as shown, This includes all work necessary to upgrade the crossovm to VDOT standards. See item (3). d. A major collector road with 5 lane connection to U.S. Route 50 and extending ppmxxrmateap' to connection with the major collector to be constructed by the Winchester Medical Center. Thw fte and phasing sequence of this road will be domed at the time of Master Development Plan approval. See item 5- On VA Rote 37 an additional tmNd lie with transition shall be added to the northbound on ramp, in order to ;'accommodate the duallame lefi turn on U.S. Route 50, eastbound lane constructed by WMC. Traftsportatir n items 1, 2, 3 and 5 shy be constructs d during the initial site development phase of the project and shall be either complete or bonded for +cou'pWon prior to issuance of the first occupancy permit- In the event the Winchester Medical Caner .has not constructed items 1 through f contained in their pri er of April 3, 2003 (as approved by the Frederick Courtly hoard of Supervisors) then VAM, L.C. will cause - this cow*uctivn to proceed simult.a nfxmsly with items I, 2, 3 and 5 above so that all Route 50 and Route 3 7 improvements contemplated by both of the proffers will be completed prior to issuance of the first oc pancy permit at VVWW, L. L_ The applicant shall limit entrance ' connexions onto U.S. Route 50 to three paints as shown on GDP. The applicant shall prepare a traffic SencTalion estimate for uses established by the Site Developme;d Plan to be submz led .for ini i consttuctko approvalto the County. The combined trip genmfion (ADT) shall not exceed 15,000 TpD (average weekday volume) without further approval by the County- The actual trip generation from this project shall be meascue'd by the VAM, L.C. Management annually, from data collected in May and with results due on July 1 of each year, and be affable for review as individual site plans and subdivisions for future uses are submitted for re8iew by VDOT mod the. County_ The combined traffic impact from the 70 am site is not to exceed 15,000 TPD (average weekday volume) when current actual counts and proposed counts are ridded fin- cumulative total. If the cumulative total for any Site plan at WWW causes the total to �d 15,000 TPD then it is agreed that the applicant shalt not file additional site plan applications until the County is ' satisfied that adequate and n nnageable levels of service will exist on state or internal site roadways. The SIC code ". em and the rM shall be utilized for the su 'ect projections. The applicant sl perform an updated TiA -of the project WecSOcti0m On U.S. Route 50 and of the Route :50/R ft 37 age when traffic ge,aeTudon from the 70 acre site reaches 15,9T?D (average weekday volume). The County may revise this 15,000 TPD limit upwwd, without modifi"6 m of this proffer aymmeid, should mulls of the TEA. show that additional loading is appropriate, t:T.tslariC Pre�xvafi_ The -cXistmg home (#469) W be cbRractcrized by historical report prior to removaL (RevL 0103� Page 2 of 5 ?�c CO4, (0 A- -+Clc�otecc�w 0The de'veloptntnt of the mbj property, and the mb on of Master W o Ww�a�vc� rnent plan atll �e the folaa ds dSi f� rovded in 1bc The Applicant tOali pn�pare ;r asite g�nicai ;Dnalyasis and act�udy f+�r this ate, Li-p Ae p orsprapria3te for t prraper rind clear of rmpmvesmerrts, prior lu begiztnang oproffers and as ilius"ted of tie fkxwalii edd Dwdopttkent Plan dated Lee 20, 2003 °+�u'bi construction of site improvements and buildit p.. � I-,; attached We -to lmd znaorporated Imein by rrd'+erence, : M gM Cpntritution to Qfset impact ofDevelcrpnz A fifty foots (50') laudwaped lien st ip alcog the ITS Route SQ aontag p on � of the site mu g an 8' cerlblkei trail, Tn#�pal pa ixrg, ys and T"he undersigned, who owns the above desm'bed property hereby voluntarily � commercial w uowres,slig not extend closer tb= 50, to front rigu of way Um proffers that if the Boar! of Supervisors for the County of Frederick, Vu&ia approves the • a on US. Route So. bit of the GDP (sbeet 5 of 5) is an illuarative deta ; own rezoning for the 70.9065 manes, lying on the north side of U.S. Rote 50 in the Gaineshoro N fbr the "ose of establid' g a &Undaud of quality to be imo merited upon Ma3gistedW District of Frederick County, Virginia from RA to B2, the undersigned will pay to Frederick County for the Round I -Fall Fire and Revue Company the sum of $253,000,00, Q �. A. #.en foot .(10) %WsWed bu u" airy tho noarthem Mp y One �e She�fl~'s � the stem of $5*000.00 and #lxe Administratit�n Building the � of '� Q Q0 Uudscaped with. wbite p �rte= t or an +equal. la "t species, with vv"lute $5,000-00 for a total paymertt of S35,000,0►�, at the tim i ce of the first building C 0 1 �ame s to be a m aimun of four fit ( ;in h,�g�xt wb pan aril plaritec3 at F of the subject property- � foot (10) rvats. (#6) cn v 0 The couditimi proffered above shall ire bulling upon the heirs, executors, Q o 0 q } ' adm tors,, assigns and succescsc in interest of the Applitam and Owner. In the event Q o > the Frederick County Board of Supervisors grave said rezoning and accepts these °d Uj All shuctures shall be designed to ane:tMt the folio g standards: conditions, the proffered codditions shall apply to the land rezoned in addition to other � —' �, requirements set forth in the frederi�ck Co�trctty Code. ,~ In rN c d O 1. M0xraials utt d for the fwAddes of the buildings shW include but not be U. Emited: to 00=1wlao r")t tint (MU) hrid , bloom, d'ry%it, or Respoctfully submitted, of r *mAtaed ft= (M1.;real or Rot aced mod wWor glass. [ cn Ui 2. AU 'Wdibp win the d%v1gm +t on the property 64, be constructed uaft _ PROPERTY OVAqR Z ca+e aft "b ; teoals, sed sip for such bmxrgs�t By, _IAI�l � T, i cc L. sb b+e ofa: llas Style an Mari s. J times R Wkins Jr. C. Robe Solenber _er 2 + g 31 , AJI buildilagg wiUa i'he propffity &W be dcveJ*pQd as a o6hosi've ettdty, ensuing that lntil pl►eut,, aria#tbti treat, parzldua l iigi Late: '�i7,,/ dates o a) l a sh�spasal, ►cohr : as than clmyl�ron nd other development emtsts k fa then fut w� :and aesthedc0y. 4, .,A. ftic mwwmemt We sigta, sW be tamed nearemb project entrance (toT41, STATE OF VIRGTNIA, AT LW7E a w of 3) to describe jzte6nt fttw=Sign hei shall be limited to " within the FR ']►FRICK C{ll.rl4�T"Y, To --wit: 50" lands ape area :long U.S. Route So. lrm"vidarA,stig to be slaved pa ordi zce'r o rEs to en ace indhidual wta. On bt0dan �gnage to be The: foregoing inwun mt was acknowledged before me this �'� day of tho eferreA a e for iadividusi ur*l Na otber O, '9 be locatce 003 �a V* an -the 50' bcr r am 2 - ' The .,Appti ►t sly, marl and %c de in each. deed as as provide Frederick My c�om®issi expires w c� . Coe* with a 00t et set ' of icovamts sty tans purr t to she � T�trtazy l'as ' . doped aud' approved by °Fri Mok C u y aft a of z ter • ill ' ' P1ie smell appoint = ATrhite hual Control Conmiftee with xtV0n0ffitY for. inftlewg st�ct adhamce td tbo appvoved Ma&Ur D lol mevt Plntr, rowmants ad restnictims. Property owum sbail be wfifie+d of wMi ions relplints fir ar oil active zor,' altuural Q*Wo . L.L a �r 1 yre� !� '""' .1: ��(v�'�r r�.�� ..'�,. a �+ d' '�y : t . :�� as• ��.�; ?+' ! � Met'' .. , , .. _�.i: t�'��'�b?S•'&ad.'y`'i.�;`�;lrlsloy:�. A[s.�,.�, �c -aria-. s� .. t'�'i ';?��ev.: -.9'_► .. ... _.. , r• - �Ry41 t jl�K. ��� n�1t k ex `F ,.r11., ,•'a' i-iti ..i!?.F.''{�Ch 6 t`aki.- r:.e•l x arx:� �,�,rr k }_t��ee t�.. G.AXI:Ah -a �'t+4`-�F]z71i1�1�$Vian /hryM�..1 - lapA'[Ki'.h' v,f r•+`tMJ N..,.ea�x, M.«;q-ie,+�+!.: `:�� ._..�..-r..vMe----•^s�..�.._.�Z .rr.•a+o.,l11 o N 'X4FY_I III .q-1V E p. W J F- A ^. Z O in Z j O a W it in 0 0 J � Z Z Z 80 M o D ) Y 1/ Vp W m p (if) Z Z M 0 X Z O 0 N V) LL_ O Q J W LIJ Q W o � O 0 Q a. CU � � O N 0 60) z Q Y w z W 0 U LL 0 CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish alll 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 Constructtion Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick Ccnunty 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 contractor s responsibilityy. The conntractor 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 faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibilit, 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. 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 furniish all labor and material. b) The developer/controcto)r must: 1. make application amd pay deposit 2. mark the tap locattion 6. The contractor shall tie-in a nevw sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and severer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance depmrtment 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 ins,,tolled: a) The meter box, with its frarme and cover, must be properly aligned with the coppersetter. b The frame and cover shall the set to final grade. c The distance between the tolp of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meterr box assembly shall be in proper working order. 9. For water and sewer services thmt connect to existing lines: a The location of the service Itateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service mwst be made and fees paid before work will begin. c The Authority shall furnish arnd install all 5/8", 3/4" and 1" water services. d) For all 1 '%" and 2" servicers, 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 r(equired). 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 Sedimrent Control Regulations, and any other applicable state, federal or local regulations. In case of ai discrepancy or conflict between the Standards or Specifications and Regulations, the most striingent 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. Q. When working within VOOT righit-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with th(e 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 bcoxes, controllers, etc., owned by VOOT 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 !and 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 ands 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 tinne. 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 shmll 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 an(d operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequaite drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines withim existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover amd where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditicons (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered' during the course of construction shall be immediately brought to the attcention of the engineer and VDOT. Work shall cease in that vicinity until an adequaite design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material amd 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 sarnples 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 0 i r s III,I��'��IiII�II ail 111 .l. �illiiill!IIII Gainesboro 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 Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices, V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street 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 duming 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 VOOT daily, unless specified otherwise. A VDOT - representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and .condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Fredenck County, TMP011 52-A-L Vicinity Map Scale 1 "= 1000' ®C O B 28, 2005 Virginia RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING Au 0 ACTIVITY AS SET FORTH IN THE PLANS. Owner/Developer: First Bank 112 West King Street Strasburg, Virginia 22657 (540) 465-6134 P.O.C. Dennis A. Dysart, EVP 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 © 1'Mil Z 1 EIC EmVil"itil"M M I= d41V �0 EROSION CONTROL t. 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 !and 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 release of building permits, the following items shall be completed: i surface stormwater conveyance system, a) Subdivision shall be stabilized in accordance with the approved plan (.e., road y y , 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. Ali 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. Patton H arris Rust & Associates,pc Approved by Frederick County Zoning Administrator Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, I H of f S U i t e 200 Site Plan Approval Valid for 5 Years From Date Shown Hence Date Winchester VA 22601 � LD A. MISLOWSKY, T 540.667.2139 o 10 O. t06174 Project Number: C®S F 540.665.0493 1 6 Ss,on,Ar - Sheet Number of TOP=828.9 822.8(2-48' ) INV.= 821.8(60 ) INV.= INV.=826.30(6' ) COMMONWEALTH (00 GROUP-W I NCHESTER USE: COM M ERC I AL OUTLOT 5 52-A-K insrument #: 040017257 1 IC FUTURE LEASE LOT AREA 0 IC (GAS STATION) n c t 0.73 AC IL f 0.57 AC (EXCLUDING LANDSCAPE PROFFER) - NOT : THIS AREA TO BE KEPT FREE OF JOB TRAILERS OR STORAGE BY CONTRACTOR �.,..., 1. --•--•' ••� ::ems- / TOP=828•� INV•=821.0 !• =820.9 Lij Of = 0 a J w n r �C w InILL Q Q U V / / 6" ONEWAY DO NOT ENTER SIGN 20' w7R FSMT CG-9D (TYP ) j ONN. TO EX. SIGN LOCATION `.� 4" SEW. LAT. s , ",HT �F ® 6 C� 6 .,� `01 s oa' s:od STRIP FOR PEDESTRIAN WALKWAY -• i 24.38' Y Y 349 CO-12 0 5 SPACE S a 0 'CC-6 s 42'x27' t CANOPY .. ° 5FT: SIDEWALK r (14' CLEAR) C 14 CO ROOF DRAIN CO, - CO CO CO �' t _ CO 14' = 39' POLE MOUNTED HANDICAP22' S' IW=822.75 PARKING SIGNS INSTALLED PER 13 0 . r2.5' •D >, VIRGINIA STATE CODE SECTION o - t I 36-99.11. (TWO REQUIRED > APPROX. 820 TOP= 1 » w LOCH ION OF MONUMENT r Ljx' } INV.l816.85(15) a SIGN o G� B.R.L. B.R- -- -o _ NV=816.6(18) - - - - F �--EX-21"-S-T_U TO BE REMOVED. 15" C 1 (15") TO UTILIZE Al�7fE--- _ OPENING, GROUT WATER TIGHT. INV-= -_ - - - - - - - = V.=816.06 _- �/ TOP=820. \ LANDSCAPING AND WALKING - 21 PP TRAIL BY OTHERS TRAIL �- / INV.=816. ( 1 ) \ (PROPOSED WITH WAL-MART INV.=815.5 7") \\ SITE PLAN SP 26-04) CIO INV.= 2�1 STM \ W. \ 816.8 ES MT . 0 U.S. ROUTE 50 - NORTHWESTERN PIKE -R7 VARIES 45 MPH POSTED Culvert Summary Culvert Inv. In Inv, Out L(f't) D(in.) S(%) Type 1 817.26 816.00 63 15 2.00 CPP 2 819.34 817,46 94 15 2.00 CPP 3 820,90 819,54 68 15 2.00 CPP 4 822,04 821.10 77 15 1.22 CPP 5 818,24 817.46 157 42 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. N79.27'27"W 16.13' Gqs TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 1077 T.P.D. USE CODE = 912 FIRE LANES FIEOLIPA3AIENTS Fire Lane markings and signage is required at all fire hydrants, fire departmeni 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. COMMONWEALTH GROUP-W I NCHESTER USE: COM M ERC I AL OUTLOT 7 52-A-M INSTRUMENT #: 040017252 t 2.11 AC �sO 6V sc•4 NOTES! I. INS ITEM NAT ME PKCMT OR CAST R A.AM J. COw." TO me CLASS A] IF CAST IN IOLA". #OTC Psi IF PRECAST. 3. CMIMI'IATIOM am a GUTTER wxvm A WWI OF M rttT Oft ,res rALCM FACE OF WMI sllAla BE PAfp FOR AS IIJOAL COMMMAT101+I Ct" fr CUTTER_ •.rae uaE rITN STABI! NplD TRWHE CIM TgUCTEQPA"ALUIL AMD TT6 ME Dun" OF T►E I' MICHI. S. ri# Cum YRY BE WED Wm M9r.K VIUEO 6 44 WPM OR LESS ON RLIRIL HdiMIAY# ANO �`� nM'M OR 7 R LEn N DEVELOPED AMAN b Si�MAl1 M1CAf:. r INEM *Esbc i V�Ci �FIhC tTaem STMOAM Cal IS RE u"M °' r:r + A a! p b ----------------- s• x c- Oki -THHE 00TgM 5 �RACTOR a COMBINATION +6" GARB & GUTTER so; vdIamA "A TNtM OF T11#9SPOITAtCH t c.f i r E e Eli / 50 BULDING SETBACK - I & LANDSCAPE PROFFER 1` - -� / �" C) ^� a Q- ADJACENT PROPERTY SOUTH OF RTE 50 HAHN BARBARA A 53-B-1, 2 Zoned: RA Use: Resid DB. 830, PG. 1295 Storm Inlet Summary H STIR top tp STIR out Str, No, Inv. In Inv, Out Top Elv. Type Throat h(ft) 1 817.46 817,26 824.65 MOD. JB-1 -- 7.19 2 819.54 819.34 826.88 DI-3B 6 7.54 3 821.10 820,90 827.00 DI-1 -- 5.90 4 -- 822,04 827,00 DI-1 -- 4.96 5 -- 818.24 824.45 DI-1 -- 3.86 N79'27'27"W 142.52' ALL ROOF DRAINS TO BE 8" PVC SDR 35. CONTRACTOR TO INSTALL AT 1 % MINIMUM SLOPE AND PROVIDE 24" MINIMUM COVER IN PAVEMENT AREAS. 9A�H/CS04L1 20 10 0 20 40 ( IN FEET ) 1 inch = 20 ft. 1.5" SM 12.5A 3" BM25.0 - 8" VDOT 21 B r- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale n" nu.n to 118 'OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale PROJECT SUMMARY TAX IDENTIACATION NUMBER OUT LOT 52-A-L EXISTING PARCEL AREA 1.53 ACRES DEVELOPED PARCEL AREA 1.34 ACRES ZONING B2 ADDRESS CROCK WELLS MILL DRIVE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.34 ACRES SETBACKS REQUIRED PROVIDED FRONT (US Route 50) 50' 81' SIDE 0 61'+ REAR 0 50'+ PARKING 5' 10' BUILDING HEIGHT 35' (MAX.) 24'(+/-) GROUND FLOOR AREA 4,099 SQ.FT. NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED 0.061 MINIMUM LANDSCAPED AREA 0.23 AC. (15%) LANDSCAPED AREA PROVIDED 0.42 AC. (27.57) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250 SF) 16.4 22 HANDICAP SPACES 1 2 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 0 24 Tmt 00II&A OF RE OURS AM GUTTER MAY IPE C ISIRMTflO PARN.LOL TO "[ SLOK or SUBBASE O"SES F► OVM A �rM4PVF RUIN OF 71 PARKING LANDSCAPING PAVEMENT AREA 22,598 S.F. PAVEMENT TREES REQUIRED 12 PAVEMENT TREES PROVIDED 15 INTERIOR TREES REQUIRED 3 INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 15 TOTAL TREES PROVIDED 18 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 MARSHAH 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. 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 ARE MARSHALL 11. BUILDING SHALL COMPLY WITH THE 2003 VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF ROCA 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. LEGEND PROPOSED CURB & GUTTER - • • - • • • • • • • • • • • - • • - PROPOSED CURB & REVERSE GUTTER - - • - - - • - • • - • • - - PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) - • • • • • • . PROPOSED HEAVY DUTY PAVED AREA(8' 216/3' BM-25.0/1.5- SM-12.5A)- PROPOSED CONCRETE AREA • �ROPOSED GRASS AREA . ... ............. .. _ ZONING BOUNDARY• -•••••-••-••••••••••••. Z8 UTILITY PEDESTALS . ... • ........ . ......... _ Q 0 DOSTING STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • • - PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • - PROPOSED WATER MAIN . ...... ............... W EXISTING WATER MAIN ....................... . - PROPOSED FIRE HYDRANT . . ........... ...... . . . PROPOSED GATE VALVE & BOX . ................... Wi- EXISTING SAN. SEWER AND MANHOLE . ............... - PROPOSED UNDERGROUND ELECTRIC SERVICE • - • • • • • • • • • •• E PROPOSED UNDERGROUND TELEPHONE SERVICE - - • • • • • • • • • •• T PROPOSED GAS SERVICE . . . . . .. . • . ............ G l�_j \�G1NJA , N 4 _j Q O o z v, 0 � _ M La , 6>04 Lw V Uj CL 4+ U %(D U) +' d � .f4d L Q 0) .� () r- Q OC) I U) U) L0 N -0 a o Q O O N C:) or� Q c0 CO 06 (D o; >✓ -� �' N N � rN c r,-)O Q In 0 1 r_ C) LL N L O L L C ui O a) +� aD to III. Li LAY w J O g Z Z Z o5 W p I 0 FIIII' V v o V) o v p W m -- _ (1) Uj U. Z in 3 Z o v w O A O Ix CD W LO �o 0 o N w O N O Li- ,�j W �N 0 z m w C) Z > F-- w N � a0 0 _ z a (n 0 (n U) w CD Q (n o w Cn z to U) M w cr_ Q�0 UU O N z o U0) z Y z 0 3�: U O co Q LU JM Z w 0-1 _ 10 10 U E r c ns E Q M 1,10 0 0 3 U s= a cm Lu 0 N Ol 00 rn a) O a i GR4OH/(SCALE 20 10 0 20 40 ( 11V FEET ) 1 inch = 20 ft. STONE CONSTRUCTION ENTRANCE 70' MIN. A j FILTER CLOTH-- 6" MIN.I AI / SIDE ELEVATION GROUND 70' MIN. D VASHRACK I I- REQUIRED 12' MIN.' L VDOT 91 I 1 ~� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTHOF ' PLAN OPERATIONS AND EGRESS VIEW EXISTING PAVENEN7 3' 5:1 MDUNTABLE BERM (OPTIONAL) T 10' MIN. 10' MIN. — EXISTING PAVEMENT 10, MIN. I 3' MIN. 3' MIN. FILTER CLOTH —"' SECTION A —A REINFLI SECTION B—B SOURCE ADAPTED from 1983 Ma*nd Standards for Soil erosion and Sediment Co", and Va. DSWC BL 0 CK AND GRAVEL DROP INLET SEDIMENT FIL TER GRAVEL FILTER �f r WIRE SCREEN . r— FILTERED WATER OVERFLOW RUNOFF - WATER WITH SEDIMENT WITH GATE SEDIMENT 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 15" CPP INV= 817.46 CONIC WEIR 42 CPP INV= 817.46 15" CPP INV=817.26 r- GRATE TOP ELEV=824.65 WEIR WALL W/0.75' DIA. �f ORFICE INV= 817.46 STRUCTURE 1 - MODIFIED JB-1 TYPE "Am 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 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND R INTO THE TRENCH. 000, FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE U.M-I mend k Ihan PLATE. 3.07-3 BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET Yam•, ~� �,•� r WATER WITH OVERFLOW SEDIMENT SEDIMENT •. �s CONCRETE BLOCK GRAVEL FILTER WIRE SCREEN / 2' X 4' WOOD STUD FILTERED WATER Trr- �. II . p 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 SOURCE: VA. DSWC .�rr r� EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB-& tXITiER.............. DRAVNA -FLOW ........................ DOSTING • GjW ................... . . _ -----_,so PROPOSED GRADE .................... PROPOSED EASEMENT -ARM ............. PROPOSED SILT FENCE .................. SF SF — DIVERSION DIKE ................. ....... D!D DD— INLET PROTECTION ................... �P IP I/ij OMITS OF DISTURBMIGE................. 0 i c 1 I DRAIAGE•DIVIDE....................... ;. .., PLATE 3.07-8 J ,� t A \9- J N O (c J Q O O Wd' SOW 0 QChO FW--inZ S UO (nW0 F,o wOw W > w a� LL 0 U ri O °wOf w0� V U) U Q V Q_ O C I N L0 N c o 0 ao 0Na� J Q c0 CO J >, L_ d N c: rN c 0 0 p L17 O r-� r-� n v H LL to vi " 0 L � L � L O a� *a O) IL L J to O Y z Z Z o� Q u _ m o IX tn_ W V U a 0 /1 o �/ J � � W nd _ � W Z Le cr_� Z 0 o U 5Ld D 0 o cr ,^ CDQ Y , O o N .. 00 0 N N LL w W M Ile) Ld c:) w O (, > W I- 0 Of Lu aU v 3- z a cn 00 cn cn LLI CD 0 0 0U w o N z o 60 Z Y Z 00 ZW � = W 0 0 U LL r .� 1 Td'=829.37 +IN=817.70 ni �T-817.i 1 C 071 �- 5 PACE 5,FT: SIDEWALK o / rn / se PROPOSED BANK a BUILDING b E s LLJ� _ F.F. 827.75 cn `n _ At- o d 7 SPAC 3 { �r r 5 N OF J / C ENT y CO o �r 50'-B.R.L. ., ,-��- 0 00 77GH1 - a - .iULD t Y CK LAND CAPE�� _.. - ,N ROFF �..-- i l_ , AIL —MART SIT 4 _ WITH E WA N7.9'27'2„ : N, / 16.13' N79'27'27"W 142.52 -- U TE 50 — NORTH ORWIlleSeWI 20 10 0 20 40 (INFEETJ 1 inch = 20 ft. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES @ V-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN 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 FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. BEARING GROUT ANCHOR BOLTS FURNISHED FACE OF 3'-0' WITH LIGHT POLE. T SIZE d PROJECTION AND CURB GRADE CIRCLE PER MANUFACTURER'S II W11 RECOMMENDATION. 8' GALVAN►ZED GROUND1'-8' 4 CONCRETE BASE ROD. BOND TO POLE. 4-0,u 3 STEEL REINFORCEMENT IP.V.C. CONDUIT AT 2'-6' BELOW GRADE TO PANEL. TIES 0 1'-6" O.C.#4 STEEL REINFORCEMENT tO— I — NOTE: BARS I ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT a NOT TO SCALE LIGHT POLE FOUNDATION DETAIL c& 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 balling ropes Remove top of wire basket —� Widen and score hole wall 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 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 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 Ib. 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 1 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 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 AT PLANTING SPACING QUANTITY ACER RUBRUU RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 9 OUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 9 ILEX CRENATA 0HETZ11" HETZ HOLLY 36" HEIGHT 3' ON CENTER 29 CUPRESSOCYPARIS X LEnAM91 LEYLAND CYPRESS 48" HEIGHT AS SHOWN JO ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRMNG 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. J a 4, 3 10 1z� —j Q 0 ° wd W. O El � Z S 30 !'L) (n Y �N 0 OLLZ W > A.o ft�w (Y of a LL 0 C O o N0Wno - t� v) Q _,.' U Q rn v a. r-0 O a I N U U Q o oN 0 J Q co 06 > (:)i 0') J d d N C N r-) 0 W CL -C H LL to 6 Z L � tQ i _Cr) + C Ui O .�.� C: aW Q Z g Z aZ o c, ZJ Jg co J 3_ Z Z Q Cn . m O O F— v Y V) ow Z Lr o � Z 0 U D W o CC o Q LO � o O o O 04 Mw w W (n N N LL NQ - O f�— I.J. C_ Lzil W o W O C3 Z > W IF-- � Q W z a coO M W W `� N z o WLd J Lnn Z M w .0 � �-- CO o v < O N z Ld Z Y Z O w � = JM Z0 1 0 10 E kn c a) a r0 E a M In M 1-4 -4 1.0 O O 0 J Z Ifl O DO U in C (D d LU O rV i 0) CO M M 1-4 O a n� r. 4• Iona FA t1 r Rl,ay sIN 9oWs K-4 ICIIC siZE FOR f/a�aVlur p ) rx rFlo, pas, -N 41 4111000 Will.- /♦I COXIrPF1E sUB / IF91{SEDALE ..��// S QVWANWRIM r OF vOOT CC-4 If ML a(>L�7E 47 eailli I AW air FWW \ Pm POA Raw; ; (hRIL OF 4) SECTION A I O` - kl d ogle >a. nim mmQ PLAN VIEW ICd L FMXrS N IDCX WB M OPBr tXlrtfElE 2CUM F09110K 'rI=W WM FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 4'x 4' Post o - t M RI Post Hole with 1 Part Dry Concrete ►r« and 1 Part Excavated W. Thoroughly Tamp Concrete Mix and Soli to Eliminate Voris. POST SET DESK SCREEN FENCE DETAIL GENERAL NOTES: 1. THE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE CCLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH N THE DRECT)ON OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONLOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDE-D FOR DOWEL OARS SO THAT ADJOINING FLARED SIDES CAN BE CAST N PLACEE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ,MIN 5. REQURED BARS ARE TO BE NO. 5 X 8" PLACED T CEINTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MD -DEPTH OF RAMIP FLOOR. MINrMUM - � •�--+ CONCRETE COVER 1'/2". ,2 1MAX,- 6. CURB / CURB " GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE FILMS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT 1NiTF.RSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF' A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SDEWALIK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITH'N PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BE4ND VEHICLE STOP LINES, EXISTING LIGHT POLES FiR£ HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 6ONTINUOUSTABLy i UUNOBSSRUETEDEMENTSEOF A FACILITY MM AM �PTAT CAN BEATMPPRO EI4EOTt£rNTALL NG 1?:1 MAX i ERED AND USED BY PEDESTRIANS. 5 )KJK 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT Y AT * , 2" HIGHER iHUW THE CURB OPENING IS PLACED WITHXN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT 3CX ,SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAVICAMOT TYPE C ACCTRAF�)C,MMODATE THE TURNING REFERO STANDARDCQC-R13,CCOMMERCIAL ENTREMENTS OF ATED ANCE t1HAVY iRUCK HEAVYPARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH AN SHARED USE PATH, THE MINIMUM W10TH SHALL HE THE WIDTH OF THE SHARED USE PATH 1.6" 2.4^ -TRUNCATED DOME C-C -00 00 00000o000 0 0 0 0 0 0 0 0 0 0 0 0 0OT + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- N O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;�" 0 0 0 0 0 0 0 a 000000 N 0.2" �50% • 65% (W BASE DIAMETER O O O O O O O O O O O O O O O �-` TOPTOP DICER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - K VARIABLE BASE OUN4ETER jj�-- a' MINIMUM. J PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE RETEREMI REV.7/05 GENERAL NOTES 105 D2 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION CC-12 � --- PERMISSIBLE A CONSTRUCTION t►5 DOWELS, 8" LONG JOINT 0 12" C-C 4, ow WIN. N r'z 8' 1 10:1 B � -MAX L B 2' J' Ei TRUNCATED DOOMES SEE SHEET 1(OF 4 FOR DETAILS A TYPICAL DESIGN 8 -D 4,-0„ BACK OF CURB 1211 MAX. 48:1 MAX. 20: 1 SECTION A -A �-• 2' "N PERMISSIBLE t y� CONSTRUCTION JOINT SECTION B-B Tp: i MAX NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARWNG SURFACE, ALTERATIONS SEE SHEET 1 OF 4. A 44' SQUARE LANDING ARIA OUTSIDE OF Y TRAVELWAY SHALL Y BE THEPMMARKED ROVIDED WITHIN CRC)SSWALK AREA 3 Y =1� _w En tin CR OSSW LK 0- CROSSWALK TYPICAL PLACEMENT OSSWAA TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET IFOR ALTERATIONS. SHEET 2 OF 4 RU CC-12 DETECTABLE WARNING SURFACE 5105 02 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGN+A DEPARTMENT OF TRANSPORTATION 203.05A Shope to elevation of mid -point o1 largest pipe. Shope to comour of Slope to dram to owe" of outlet pipe. SECTION A -A _THOD OF TREATMENT IN DROP INLETS e O NOTES \ \ Shaping of manhole and inter inverts in accordance with this drawing c`'p . / \\\ ..e Swope to drain to invert y of cutlet pipe. is tapply to those structures specified plans Or where invert o1 pipe is above invert of structure, a:.� .•��-. e: Manhole or drop inlet is to be formed and construc)ed in accordance / / ► e _. with applicable standard or special drawing. The invert shaping as detailed hereon is to consist of 0 Portland Cement Concrete mix conforming to a . Cross A 3 or Class C,except that 25y of coarse aggregate may be up to 4" in diameter and Consist of stone, broken brick, broken Concrete, B ;r•v,, ' or broken concrete dock The surface shall be left smooth by means.''!.�:. e:'• ._ ;''may a } `' "^-' '. a' Of hand iroweflrrng. None Of the Coarse aggregate shall remain exposed Details of invert shaping as shown hereon ore for example purposes only. ♦ •�.. ♦ :: Each manhole or drop inlet is to be shaped individually to best fit Me particular inlet and outlet configuration and flow lines. PLAN SECTION 8-9 METHOD OF TREATMENT IN MANHOLES S RE ECIFCATION EIRENCE STANDARD METHOD OF SHAPING MANHOLE 81 INLET INVERTS 302 VIRGINIA DEPARTMENT Of TRANSPORTATION l06.08 y, SECTION CAST IRONSECTION STEEL NOTES 2'-7" L 21/2 x 2/2" x k/4" I. DEPTH OF MET (H) TO BE SHOWN ON PLANS. g3/2" 10' 4" gong FOR DEPTH GREATER THAN 10' USE STM40MO o81 with co T 3/i' � t7-IA m B I3 2. TI-C "W DIMENSION SHOWN ON THE STANDARDS A --- A t t, N Optional I" Brace Rims CAST GOIL V. IRON STEEL 66 ± 14.3.6 3 lbs. W. including including hugs orv*ectors AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PPE TO THE TOP OF THE STRUCTURE. •gilded PLAN '7r' DIMENSIONS ARE APPROXIMATE ONLY °� t FOR ESTIMATINGPURPOSES D THE ACTUAL ONENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. Web as 3. WHEN SPECIFIED Oft THE PLANS THE INVERT 15 connector TO BE SHAPED N ACCORDANCE WITH STANDARD to collar tS-i- THE COST OF FURNSHNG AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. /i' '-7" `•Y/i' "A" x 1'/a" x a" Lugs '/x- x 4- 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE r5 HIGHER THAN THE BOTTOM OF THE Stud linear Loud Shea STRUCTURE THE INVERT OF THE STRUCTURE SHALL WITH CEMENT 4 12- 91/2" -I-'1 PREVENT 5 TM43M OR P OF WATER N THE STRUCTURE. THE COST OF FURNISHING PLAN AND PLACING iLL MATERIALS tNCFDENtAL TO (G(ote Removed) C PET SHAPING; IS TO BE UDED IN THE DIQ PRICE F STRUCTURES, 2 I " SECTION SEC O B-8 5. STEPS ARE TO BE PROVIDED WHEN H iS 4'-0" F TAILS T T _t OR GREATER.OR QE SEES STANDARD S OWNS10NS FOR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7 M 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 2--T' Hardware Cloth 1'•6'• SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD 3" Diameter 1•. T•01.3, 4 FOR ALTERNATE DESIGN. Vo 6, rice ♦p . ££ Seep See Note a l�� 8. 3" DIAMETER WEEP HOLE WITH 12"Xi2' PLASTIC HARDWARE CL07H ' MESH OR GALVANIZED 'an" pia z o� . o C� ♦ �+:" .: - 'f �.4" depth Aggr. DDDDDDDDDDDDDD STEEL WIRE. M INI ILIM4,WIRE DIAMETER 0.03" NUMBER 4 MESA HARDWARE CLOTH AMNCHakED .or C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. c 12" :ea.I78 18 x 6" width IL DQDDOD��D� R I S.CAST IN PLACE CONCRETE IS TO BE CLASS A3 NIA min 12"-15"-18" or 24" �D�DDDDDDDDOD� •, N 400000 fsq) PRECAST CONCRETE IS TO 8E C ' d „ T- 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING APPROVAL OF THE m • ♦ ♦ °LL D(1(1��(1t1�����0� NUMBER i UB AST IRON MAY 8E SUBSTITUTED FOR THE CAST RgIN -__f LUGS AS SHOWN HEREON. -i SECTION A -A -+•• 1' �4"I_ CONCRETE QUANTITIES FOR MIN. DEPTH V11" 12" concrete Pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" Concrete pipe - 1.528 Cu. Yda, Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete GRATE DE TAIL Add 0.469 Cu. Yds.per oddi6ortd foot of depth. APPROXIMATE WEIGHT Cost Yon Grate M3 t 18 bar ___ -- _-- - -- STANDARD DROP INLET 12" - 24'' PIPE: MAXIMUM DEPTH (H) = 10' 233 /04.01 VIRGINIA DEPARTMENT OF TRAIISPORTATKIN 302 TABLE OF QUANTITIES DI-3A3@.3C TYPE L AwEA of SLOT REINFORCING STEEL Convene BURSA BARS B BARS C BARS D BARS E BARS F BARS G MEKi>1T FL So, Ft. Cu. Yde. No. I Lin. FL No. Ur. Ft. W No. I Lin, FL 0 No. Lin, FOR No. Lin. FL No. Lin. Ft.! No. Lin. Ft. Lbs. 01.3A- " t15 2. - 1 -T' 3 3•-2" - 6 T- 4' L83 2.59 S 1 r- , 2 - 3 1 5-17--3 3'-2" 4 t•-V 3 r-6" 4 - 2.75 1 3.02 5 N-6" S'-7- 3 3'-2" 4 " 3 T-6" 4 M 8' 3.67 .46 s 5' 6" 10-„ 3 5'-7 3 Y-2" 4 ' -6- 3 T-5- 4 Or-38 td 4• 3.90 5 7-W 14 6t-7'- to W-10" 3 5'-7" 3 S-2" 4 T- 3 r-6- 4 T- 204 1 4.34 5 9'-6" 1B 6--7" f0 e,-' 3 5' 7" 3 31-2" 4 9'-6" 3 r-6" 4 T- 1 14' 6.42 4 5 it-6" 27 3 S 4 1T T•6" 4 T- W 7 3 5.22 5 -S 3 '-7- 3 Y-2" 4 13'-6^ 1 3 r-6- 4 it 8.25 .66 5 30 - 3 7` 3 3 2" 4 - 3 r-6" 4 T 9.17 6.09 5 1 17'-6" 34 - V-7' 3 3'-2" 4 17- " 3 T 6" 4 T- 438 2.75 3.01 10 1'-9' 4 V-T• to 6•-10- 5 5'-7" 3 31-2" 4 11-9" 6 r"6" 2 nI e' 367 3.45 10 2-9" 8 6•-7- to '-10" 5 ,7" 3 3•-2" a 2- 6 T-6" 2 0 tar 0 4.58 3.89 too 9" t2 V-7" to 6'-Xr 5 5'-7- 3 3•-2" 8 31-9" 6 r-6" 2 r• ' 4. t0 4'- 16 110 6.-,Kr- 3 3'-2- -- OI-3C 1. 6 1 4 q 5' 9" 20 - to 6' t0" 3 3' 2 6 r-6" 2 T• t6 7 "1 tp -9" 24 - 5'-7 3 lir 8.25 .65 10 T-9" 28 V-7" to 6•-10" 5 .f7it no q C-9•' 32 '-7" 5 - 3 3'-2" 6 r-6" 2 r- 4 NOTES t. DEPTH OF INLET (H) TO BE SHOWN ON PLANS, 7. tt 4 X e- SMOOTH DOWELS AT APPROXIMATELY t5. THIS AREA MAY BE EARTHEN.IN WHICH CASE 121• C-C TO BE PLACED N ALL. AREAS ADJACENT THE EXPANSION JOINTS MAIL APPLY ONLY TO 2. THE 'DIENSION SHOWN ON THE STANDARDS N' TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANTS WILLBE ISA9jRE0 FROM THE INVERT OF THE OUTFALL SETTLEMENT. 16. CONCRETE OUMTITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRIICTURE. S. 3" aAMIETER WEEP HOLE TO BE LOCATED TO (H) OF 51•Y WITHOUT PIPES. THE AMOUNT PLAN -H` OWNSIONS ARE APPP W)MATE ONLY ORAN SUBBASE WERML. WEEP HOLE WH1H lX�PL ACED BY PIPES MUST 8E DEDUCTED TO FOR ESTIMATING PURPOSES NO THE ACTUAL 12''Xt2- PLASTIC HARDWARE CLOTH 1/4" V OBTATillE TGU MT)TES. FOR INLETS OF DIMENSIONS SHALL BE OETEIMEO BY THE MI CONTRACTOR FROM FIELD COIMOITIONS. OR CALVAMM STEEL Wf& U04MM WIRE DIAMETER 0.03" NUMBIM 4 LESH HARDWARE OFFERENT DEPTHS ADD OR SUBTRACT 0.32 CUBIC YIDS OF CONCRETE FOR EACH FOOT CLOTH ANCJgRE'0 FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECtFiED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED N ACCORDANCE WITH STANDAFO 17. LENGTH OF ANGLE RON AS SHIOtRN ON SHEET 1 IS-1. THE COST OF FURNSHNG AND PLACIRC ALL 9. ALL REINFORCING STEEL SHALL HAVE A UK. OF 2 IS TO BE L+Ir AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAP14G t3 TO BE COVER OF 2'. INCLUDED N THE 80 PRICE FOR THE STRUCTURE. I& ! DENOTES LENGTH Or ONE (1)BAH. f0. ALL REIIFORCNG STEEL TO BE CUT CLEAR OF INTHE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 18. ALL REINFORCING BARS TO BE445. 4. PPE 15 HIGHER THAN THE E10TTQMI OF THE STRUCTMitE TFE INVERT OF THE STRUCTURE It CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 41-0" MEDIAN. BACK OF SHALL BE S(HIAPED WITH CEMENT MORTAR TO (300D PSU. PRECAST CONCRETE IS TO BE INLET tS TO BE SHAPED TO CONFORM TO PREVENT STAVING OR P'OMpNG OF WATER 4D00 PSI. PROPOSED CURB. N THE STRUCTt1RE. THE COST OF FURNrSHNG AND PLACING ALL Po0 ALS P93DENTAL i00 12. LENGTH SLOT (L) WILL. INEVERY CASE. BE THE SHAPNO tS TO SEMMUDED IN THHHE SHOWN OWN PLANS PRICE FOR THE STRUCTURE. 13, F MET IS CONSTRUCTED N MEDIAN CURB OR 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR CREATER. FOR 0ETNLS SEE STANDARD ST•1. OMITTED LSEE DETAIL). 6, THIS FTEMM MAY BE PRECAST OR CASTAIN-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS N ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. Sheet 2 of 2 1 STANDARD CURB DROP INLET 233 121, - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION p14 q 830 825 820 3 4 U U O o f- UU (0_ f� 1�DO 1n �f �fDo DO 00 c I C 00 11 1 z H-1 Otrpp? DO CN�00 NII I I Z OpNiED' U -11 11z pp(6 0 3 I 0� Z3' r NOS WOF_ ca ,d- jj O�ZZ I �HIIZ p^O Z rl Ulf_ PROP GRADE C / C3 4 C2 1 68' 0 2. 0 94r --- -- @ 2.00 % 15 ' PP C1 15� CP - - 2. 2.00 % 1 e CPP ® -- 15 -CPR ---- 0+00 0+50 1 +00 1 +50 2+00 FOR STRUCTURE 1 DETAIL SEE SHEET 3 GRAPHIC SCALE 50' 25' 050' 100' 1 INCH = 50 ft. HOR/Z. i INCH = 5 ft. VERT. INSERTABLE SHEET A86 Pe-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FtLI CMitxltD topIE H TOP OF FILL GROUND LINE H GROUND LIE H riirr rirr ' rriri /rrr r r /rr rrr D 12" j EARTH rrr rr 1 ROCK OR D•t2" _ � LDING f« rrr D.� �r EARTH d d 4" D12 D/2 BEDDING MATERIAL ' ( TBEDDINIG 31 b I MIN. 1/10 D I MIN. V10 D I 1 '109TH � 1/t0 0 x F�-O-M z MATERIAL D x F+-- ---'iH X MMATERIAL _T�j X D4r- ►QN' B"' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL I N Y UN LINE PI E PROJECTION ABOVE D MN. t5 x 0 _ I MIN. 15 x 0 ItaN LS x D MIN. IS x N/. .5 MAN 1 x itr-/ TOP OF FILL TOP OF FILL i0P OF FILL r rrrrrr rrrrrr 4 r/riir rrrrr wilt //rrri r------ = rrrrrrrrirrrr rrrrirrrrirrr - - riirr rrrrirr = r/ir rim rrrrrr -- �f� ;�� �irr rrir� rrr rrr rrrrr riirirrrrir ririiririr D•�- 0•12"D•12" rr/rrrrrr rrrrrrrrr GROUND- d firi d L drirJrrr/r _ - -L11NE D/2/ ' - /2 r rrrrr _ - D/2 EARTH 4�T _ r b I I ING MIN. 1/10 X f�--D --ri X V10 D JJIX77 MN. t/1D D -EARTH 8£DONG PER MATERIALFOUNDATION MA NORMAL EARTH FOUNDATION r VA 24 ROCK FOUNDATION SOFT. YIELDING, OR VAX 24- 24" OTHERWISE UNSUITABLE MATERIAL BEDDING; ME IN INACCORDANCEWITHNOTES ® SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL N ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING. SEE INSTALLATION OF PIPE CULVERTS BACKFILL MATERIAL N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON $MEET 107.00. ©REGULAR WITH SECTION 302 OF THE ROAD MD BRIDGE SPECIFICATIONS. ® EMBMI(MENT SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV.7/O5 303 VIRMA DEPARTMENT OF TRANSPORTATION V7Ot rises..wii3ii-----rrr+errr�rrrrrrrrrrrrrr�rr.�i=��i 1 NY 61 MA A f- PLAN SECTION A -A D MAX. r KEYED CONST. JOINT MAX 20' - WARPED �13 8 3� 2„ AIRS A GUTTER 1 v-BARS F BARS E ty, 8 !'!AIRS E 4M3" DIAMETER WEEP HOLE FRONT ELEVATION (GUTTER REMOVE01 BARS F r• BARS B 3.-0- 5XI/4- BENT PLATE SECTION 8-13 � .• N " R / /L TYPE A NOSE OETAIL SHALL BE USED WITH CG-3 I CG 7 STAUARDS.• Y .:� G11L�AMrarrk/4" TYPE 8 ROSE OETAL SHALL BE USED MTH CG-2 STANDMDS. TYPE A r TYPE 8 /? X 4' STUD St£Nt GORHECTOR fELOED GALVAININD PLATE FOR TYPE A TO BE OENT ON AN ANGLE OF 68'30' TO ANGLE IRON Ai 2- C-C. CONNECTORS AND IS TO BE ANCHORED WRH '/2" X 4" STUD SHEAR NOSE DETAILS WE1.OE0 TO BENT PLATE AT 2'C-C. APPR.PAVEMENT OH-3A L 01-38 I� L DM-3C L .: WAVED PAVEMENT Idq I�t- ---f'- - - - - - - - - - - - fi jow Gil 0-� ; DETAIL WHEN USED FOR USE OR GRADES ADJACENT TO CURB FOR USE N SACS WiTHOUT GUTTER BOTH SIDES TO BE SYMAETRtCA. SHEET t OF 2 STANDARD CURB DROP INLET 1211 - 30" PiPE: MAXIMUM DEPTH (H) = 81 233 XH4 VIRGINIA DEPARTMENT OF TRANSPORTATION '302 2+50 d- U rl- O O N O � N ti NooO N 825 820 5 o F-- ' U U l0 C'!to I V 00 CO CZI coDNp II II ZD -PR _ D X. GRADE C5 57 ' ® 0.50 POIF/- 42" PP 0+00 0+50 METER BOX and COVER 1 +00 1 +50 METER SIZE METER BOX METER BOX COVER 5/8' x 3/4' or 3/4' 18 in. Dice Non -Traffic 74M32CRG Traffic A32HH-T 1' 24 in. Dice. Non -Traffic MC-30 (Frame) WITH RML-1-T op LI Traffic MG-30 (Frame) WiTH RML-12-T (fop Lid) Mari ■■ Ifr� tY gauge insulated capper wire for line trtdng, taped at 10 foot intervals • itII11:f 141 ► ! �... • !tip )>� 48' Same Side 1' coupling (PJ X RP) C14-44 with SS Insert and MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 5/8'x314, VBHC72-i8WD-44-44-B4 VBHC82-10WD-44-44-B4 3/4' VBHC72-18W/D-44-44-B4 VBHC82-18WD-4444-B4 1' H 41 64 A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street a) Encase in 3- diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from 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). 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 finished grade conaeta skid pad 18' dice x 6' deep 1 4' stone Panefla Model PA4SV-CSK (41 Q�Q Valveo, Inc. cast iron cleanout cap with brass Fig. No. 71BO plug having acountersunk square with lid marked head OdV 'SEWER' SDR 21 - cleanout pipe bottom section of box brick base sanitary sewer main SDR 21 wye4 SDR 21 45' bend 45° SDR21 Ad � -tr .•�M.` :.T<�:i. Mom. '^.�fcw!.`w .�.•. :► �F 61 stone bedding SEWER CLEANOUT -19- SEP 05 W\�GfN Iq , Oz J (� 3 0 a Q 2 w� w o w a� O Hw co = v_o '✓twC2 (n Y <L N O C7 L� Z W W , w w a L� a U ��°wwoo a U V Q QO O 0 I N U (1) Ln ii (1) _0 -00 0 Q C U N 0 I Q (9 (.D 06 N > 0) 0t N r-) C CD CD In � n 0 LL .L O L � 5_ (n I C (n O a� a-+ Q) �.+ C to � Owl LLj _J I- 0 Z Z ? �� M O IU W 3:_ _ W z8 o� Z p U W O o Inn Q LO Z o O O CV U) w Q O W mi >- Z > wi- J w > ff O QU U = 00 w � Q J CD O (n O w cr- ~ 00 CD L < 0 C4 z LU O O Z Y Z 0) O Q LLJ �' Z LLB _ 0 U REZOIVIN G . REQUEST PROFFER Property Idenfirkafion Nambe-ar 52-A D and 53-A-79 Gaine sbory MaOterirai District VVWW, L.C. E u� Pwsuant to Smfian 15.1 1 . I da , of the code of Virginia, 195Q, as amended, and the provisions of the Frederick Cxmnty Zoning Onhnanw with respect to conditional zonin& the undo geed applicant hereby proft's that in the event the Board of Supexvwrs of Frederick County. Vugir fun shalt approve Riming Appbtation # _ for the rezoning of 70.9065 acres £roast Rinal Area (RA) Zoning District to the l3ighway Comm ial (B-2) Zoning DiasUiM daMopment of the subject property shall be done in conforn* with the teem and wadition set forth hereim, mcept to the went that as to ors and conditions May be: subsequently ammde±dd or revised by the applicant and. such be approved by ft Frederick County hoard of Supervisors in acvordaace with Vikonia law. Should this petition for rezoning not be approved by the Board of Supervisors then these proffers shall be deemed withdrawn and of no effi&A wbatsoe±ver. These proffers shall be binft upon the VpUcard and their leg, successor or assigns, �z�_��emt I'lau The developmeutt of they subjetc# property, and the sut aissioan • of any Master Developmcmt Plan shall be its +confor awe with all pertinent C regulations and shall be Ill � � r substaandarl covb=4 with the + nezalized Deve�loprne w Plan, dated June 20, 2003, Sheet 5 of 5, which is attacW hereto an dl incarporated heTein by refeaenw. Street T gnTMgM The Appbcant si>all design and constrt3a all roads on the subject pmpe ny consastent with the Couratp's adopted Romd Malin Land Use flan .fbr the area, and according to u niforrn standards est6lished by the Virginia Department of Transportation (VDOT), and as may be provided in these proffers as Austrated on the Cywerwized Development Plan which is attached hmvto and incoq)o ate d herein by r, rence. 1. On U.S. Route 50 a new intersection shall be +scooted to allow the rekocattion of VA Rouge 803 and to allow the intexsectio u with a major collector road serving the WWI' sate_ Work involved with ft it= to include left turn lanes on US, - Route 50 westbound lane and ewtbound lane whbin the median and right turn lanes onto Routes 803 (aL) and the *or coll (VBL). The qterseefion to be stoplight controlle &Fite design for Routh 803 relocation to be provided by Owner. It is anticipated tit the Route 803 raloc ation will be supplied by VDOT furArig. The applicant wM be xespoms"t to insure that funding is in place at the time of the initial site development plasm of the; project sinm the Route 803 relocation is a requvwxmt for initial operation of the commercial center_ Sec 2. On U- S. Route 50, a za w ft vd lane to be O=SVUCW on the~ neardi We of the westbound lane from the termination of the WMC (detizaao,ge) proffer to the western limits of the WWW, I,.X, site. See item (2). OtcvLved €mot ) Page I of 5 3. Two unsigua&ed intersectaieons with US. Rome 50 to be conshucted at existing crossover points as shown. This includes all work neoessary to upgrade the crossovm to VDOT stsndwils, See item (3). d. A, axm or collector road with 5 lane a onnea ian to US'. Route 50 and extending oppraommately 2%_ Q' 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 Dervelopmea plan approval. See item. (4). 5- On VA Route 37 an additional tmxd lam with tramition shall be added to the northbound on ramp, in order to accommodate the dual. lane ]ell tur71 on U.S. Route 50, eastbound lane constructed by WMC. Trahsportat nn items 1, 23, 3 and 5 shall be constructed during the initial site develupmmt phase of the project and shall be either complete or bonded for completion prior to issuance of the first Qccupancy permit- In the event they Winchester Medical Center has not constructed item 1 tough 6 contained in their profit of .April 3, 203 (as appro-md by the Freded k County Beard of Supervisors) then W'`M, L.C_ will cause, -tins con-'*Ucti+on to proceed simufltanetaxsly with item 1, 2, 3 and 5 above so that all Route 50 and Route; 37 impruvements contemplated by both of the proffa�rs will be completed prior to issuance of the first ocaTanc y permit at WWW, L.C. The applicant shall Emit entrance ' cone ctions onto U.S. Route 50 to three points as shown on CDP_ The; applicant shall prepare a traffic generation estate for uses es#atblisbed by the Site Development Plan to be submitted for initial constructkm appmval.to the County. The combined tdp generrfion (.AD'i) shall not exceed 15,000 TPD (average weekday volume) without fiarther approval by the County_ 3'be actual trip ge nnerafion frm the project shall be mew by the WWW, L.C. Maanageumnt wally, from data collected in May and with results due on July l of each year, and be availWe for review as indivitdtud site plants and subcprvasions for future uses are subwitted for re�new by VDOT and the County_ The combined traffic ixaVact from the 70 mare' site is not to a xcftd 15,000 TPD (average weekday volute when current actual counts and proposed oounts am added fr r cumulative total. If the cumulative total for any site plan at WWW causes the total to excted 152000 TPD theca it is agreed that the applicant shalt next .file additional site plan applications until the County is ' satisfied that : e and manageable levels of service will on state ofinternal site read ys, The SIC code system. and the 1'T,1's shall be utilized for the suNect prooe ion& They applicant s l peribm an updated TIA of the project tntersefions on U_ S. Route 50 and of the; Reoute 50IRm to 37 interchange when traffic genet don maim the 70 acre site reaches I5,0000 TPD (average week -day volume), Tine County may reyv=i thi 15,000 TPD limit upward., without modifics6i)o of this prey a tine id, shouts results of the 1IA show that additional loadmg is appropriate, Historic PreseVvttti_ �► the t xi�g hArne (#469) to be cha nctaized by historical report pricer to removal ++t• G+ el,^c3j page 2 or's The de:vebpment of the subject propel, and the subm'lss on of mW Molter Development Plan shacll include the following, dsr," design featm providod in f hen proffers and as Mustrated cm the (knerralited Da velcapv�eezt Plan dotted funs 20, 2003 wwch is a c hed l em and iscorporatcd herein by rctex' e, *► A. fifty f*ot (50') I ndscaped g=a slip skog they US Route 50 fr a pDr%axt of the site Muding an 9' 1keribiker trail. Intmid parkivg, travelvnis and comonrcial store res-sball not extend user flisui 50' to front Tigbt of W%101%m e on U. S. �tottte So. �rwt of*e GDP (ibeert 5 of 5) * an illus vex detail fbr the put` "sea of esiabEdhing a Gtandwd of qumdity tea 'be imp1mented upon ►, A ten foot (10) IaWwged bum ups along tho noon 6m prope- line unacaped with wbite p3me gv rgrcen trm or tin equal plaM species, with wbiW ter to be a mictiw= of four t (4Wght wbe n planW Rnd planted at to eat (10) inicrvats. (i AR st uctuares shall be designed to meet the fcille g standards: 1 z hfift its utati d for the far -Ades of the bu ld4s sbA include but not be limited to cowfto mmmy units (CW brick, ambitcouid No &ry-4t, or of Mm90W sw= (MSI xeA or simulated woDd slog glass. 2, M bQdigp wWm the devdqMeml on the propm y,shaU be am etructed uft shalib'le archit and ej and,. tmials, nand sip" fixWcFh btxile $s be era similar styler aad m tcritals. 3, , All Wdiag$ wiffiin the propaity aimali be dcvdopqd as a oohe ve; os6ty, enwu g that buUding placmea4 ett tedt ral, ttemwmt, pares legit figs In at � tr"li d vosad, vdicuhr , to de ci=lado a anal culler d lopm elements vwk together fuaWw; and aesthefiwly. 4', A ftle n= ent typo t 0gra shall be a6zed n emb Wiwi catranoo .(total of 3) to describe fat o r . Sign he, shall be&Cni d to 20 witmn the 50' bmd=pe a m along U.S. poute So. nAvidu►al,siig to be allDwed lam' owivaaa ,r �s to tsa tne:e; lad �iedtral Via, On buds $19nage to be the Ignr�ofi� WP type for insdivi users. No odw * sM be located v� iaian'the 50' buffer tea. , ' The A*cmt sit- ro=d and incWa in ewh deed as w a as provide Frederick COUnty witbl a eyeaWplft set 'Of'-COWWWs aid Restrictions purmmt to sate desiga ' . doped aaad tt.�l►z'eat►e�d bar Fat��e�'ic� f�mnfy at o e oaf' t�rplan, ' 7 .+Plic,tt 6hait atpptainfi anal ,�,rchhit�xal Cc�gtttt�ltnamtitla$ wait nsibilat�r fear, tnsg s�°tot ' , ' aadher�acee �e3 ,spp�vc�d Mt3 D�m Ott, rvtaa�s eacad zestraz�. ' Propelly owners shaii be rimed of moditions rekdng te2 arJjoiniog awe P-0c ltuurs, ope riflow. n akeWOW) a 3u�"3'.S�S .i �,J• .. is ��i'�! I; The Applicant shall prepare a site gent cal analysis and study for this site, as appropriates fcrr the proper siting and design of improves prier to beginning ceanstnu hon of site improverowts and buildings. Copiributaan to Offset impact of Devel2pmcn1 The unde°rsignecl, %to owns the above descn`bed property bury voluntarily proffers that if the Board of Supervisors :for the County of Fredefick, Virginia approves the ruing for the 70.9W5 airs, lying can the north side of U.S. Route 50 in the Gainesboro MagistaW Disicic t of Frederick County, Virginian from RA to B2, the undexagned will pad,, to Frederick k County for the Round Hall Fire and Rescue Company the sum of $25,000,00, the SheriW- s OTwe they stun of $5,00a,00 and the Adrninisuation 13uildmg the stun of S5,000.00 for a total payment of $351.000.00, art. the time i; ra1nce of the first building per it of the subject property - The coDditicros proffered above be bimling upon the heirs, exec tAors, admitismtors, as ns and mccessm in interest of the Applicant and Owner. In the event the Frederick County Board of Supervisors grant said rezoning and accepts these o o nditio ns, the proffered conditions shall apply to the land rezC►nM in addition to other requirements set forth in the Frederick Canty Code. Respaactfully submitted, i. - PROPERTY OE#t rV By-* ' �J' — ames R. Wilkins, Sr. C_ Roben Solenberga Date: 3 Date: STATE Of VIRGTNIA, AT LARGE FREbERICK COUNT'`, `T'ro-wit: The fbtegoing instnimm was acknowledged bdbre me this e2`7 day Of 2003, ` 1 - My oornmissl ,- - N(xmy Public ( iiwd 6, M/03) e.. �.t ,- ai• eFd ����. h :�:_t77ee. 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