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HomeMy WebLinkAbout70-06 Alliance Materials - Warehouse-Office - Back Creek - BackfileVDOT GENERAL NOTES SELECT MINIMUM STANDARDS Rev. May 1, 2004 SELECT MINIMUM STANDARDS EROSION AND SEDIMENT CONTROL NARRATIVE VDOT General Notes Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within PROJECT DESCRIPTION V1. All work on this project shall conform to the current editions of and latest revisions to the seven days to denuded areas that may not be at final grade but will remain dormant for longer z This project outlines the construction of a 19,200 sf building, parking areas and Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for LU travelways.. stormwater management facilities are being provided offsite. Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local more that one year. regulations. In case of a discrepancy or conflict between the Standards or Specifications and EXISTING SITE CONDITIONS Regulations, the most stringent shall govern. Duringconstruction of the project, soil stockpiles and borrow areas shall be stabilized or protected The site consists of light woods and slopes from the northwest to the southeast 0 an P 1 P P average slope of 7.49�. with sediment trapping measures. The applicant is responsible for the temporary protection and 9 V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally & �pOG o W ADJACENT PROPERTY Regulations. transported from the project site. The site is bounded by Industrial Drive to the southwest and by M1 zoned property on all J �. 3 w other sides. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap OXON, o C) shall be in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, sediment shall be constructed as a first step in any land disturbing activity and shall be made � Q CRITICAL EROSION AREAS all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road functional before upslope land disturbance takes place. > and Bridge Specifications. LLJ Qf, Z z There are no none critical erosion areas on this site. � w Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions iw � V4 The developer shall be responsible for relocating, at his expense, any and all utilities, SITE DEVELOPMENT Z EROSION AND SEDIMENT CONTROL MEASURES immediate) after installation. includingtraffic signal poles, unction boxes, controllers, etc., owned b VDOT or private public utilit y NE RTE. 881 O Unless otherwise indicated, all vegetative and structural erosion and sediment control g P Y, I P y practices shall be constructed and maintained according to minimum standards and companies. It is the sole responsibility of the developer to locate and Identify utility facilities or items INDUSTRIAL z specifications of the regulations. The minimum standards of the VESCH shall be adhered that ma be in conflict with the proposed construction activity. VDOT approval of these plans does not Underground utility lines shall be installed in accordance with the following standards in addition to DRIVE (RTE. 880) w 1 to unless otherwise waived or approved by a variance. indemnify the developer from this responsibility. other applicable criteria: w = w fn V5. Design features relating to field construction, regulations, and control or safety of traffic may -No more than 500 linear feet of trench may be opened at one time. o Q STRUCTURAL PRACTICES -Excavated material shall be laced on the uphill side of the trench. be subject to change as deemed necessary by VDOT. An additional expense incurred as a result of P P Construction Entrance: A construction entrance shall be constructed in the location shown I 9 ry f Y P - w_ Ld an field revision shall be the responsibility o the developer. -Flow from dewatering operations shall be filtered or passed through an on the plans to assist in the removal of sediment deposits from construction traffic prior Y P tY w approved sediment trapping divide or both, and discharged in a manner that ,�.� [if to entering the public right-of-way. does not adversely affect flowing streams or off -site property. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary CK u` Silt Fence, Inlet Protection & Outlet Proteection: Will be installed as shown on the plans. VDOT land use permits for any work within VDOT right-of-way. -Material used for back filling trenches shall be properly compacted in order P to minimize erosion and promote stabilization. V7If required by the local VDOT Residency Office; apre-construction conference Shall be-Restobilization shall be accomplished in accordance with the regulations. w o 0 . VEGETATIVE PRACTICES -Applicable safety regulations shall be complied with. Top Soiling: Topsoil will be stripped from the site and stockpiled in an area determined in arranged and held by the engineer and/or developer with the attendance of the contractor, various Q .--• N the field. Upon the completion of the project topsoil will be placed on all disturbed areas County agencies, utility companies and VDOT prior to initiation of work. Where construction vehicles access routed intersect paved or public roads, provisions shall be made � o0 at a minimum depth of 4 inches. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment DISTANCE TO THE INTERSECTION OF DEVELOPMENT LANE (RTE. 881) IS APPROXI TELY 573 LF. Temporary Seeding: all denuded areas left dormant for more than 30 days shall be for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at to an required or requested inspection. the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and seeded with a fast germinating temporary vegetation appropriate for the time of year. See Y q q P transported to a sediment control disposal area. Street washing shall be allowed only after sediment Table 3.31-8 - Acceptable Temporary Seeding Plant Materiels. P P ry 9 V9. The contractor shall be responsible for maintGining adequate access to the project from the is removed in this manner. This provision shall apply to individual development lots as well as to $ �PLIH OF MANAGEMENT STRATEGIES ad'acent public roadway via a construction entrance that is constructed and maintained in accordance larger land -disturbing activities. Construction of all sediment traps, sediment basins, sediment barriers, diversions, and wit Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to - sediment entrapments shall be the first step before any upslope land disturbance can other properties affected by this project shall be maintained through construction. The Developer shall All temporary erosion and sediment control measures shall be removed within 30 days after final site VICINITY MAP 1rr = 1000' �, begin, and shall be functioning properly. Earthen structures must be stabilized with seed have, within the limits of the Project, an employee certified by the Virginia Department of Conservation Construction will be sequenced so that radio and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control stabilization or after the temporary measures are no longer needed, unless otherwise authorized by �MICHAEL M. ARTZ v and mulch Immediately upon completion. C q grading the local program authority. Trapped sediment and the disturbed soil areas resulting from the constructswill erosion�cont of measures within th'm a possible. drainage cntara� r or reserves option that to bevicesd rectified. s on a continuous basis for proper installation and operation. Deficiencies shall P 9 p ry Y• PP P 9 No. 15 P promptly disposition of temporary measures shall be permanentlystabilized to prevent further erosion and PROJECT DATA: area. (ie The contractor does not have to construct erosion control measures for the sedimentation. entire site at the beginning of the project.) V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and TOTAL AREA OF SITE: 2.500 ACRES PROJECT: 9ti��`- at the end of construction. GENERAL NOTES CURRENT ZONING: Ml After achieving adequate stabilization, in the opinion of the local administrator, the ALLIANCE temporary erosion and sediment controls shall be removed and an areas disturbed during V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a CURRENT USE: VACANT p ry Y 9 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION IN A PUBLIC RIGHT OF WAY. this process shall be stabilized. minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage 2 THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST BE ADHERED TO WHEN WORKING IN A PUBUC RIGHT OF WAY. PROPOSED USE: WAREHOUSE / OFFICE facilities at conflict points. 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND LEAVING THE SITE MATERIALS PERMANENT STABILIZATION V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE THE BUILDING HEIGHT ALLOWED: 60' MAX. All areas disturbed by construction, not otherwised stabilized (i.e. covered by structures or encountered during the course of construction shall be immediately brought to the attention of the RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED TO ORIGINAL CONDITIONS. BUILDING HEIGHT PROPOSED: 35' pavement) shall be stabilized with permanent seeding immediate) following finish radio engineer and VDOT. Work shall cease in that vicinityuntil an adequate design can be determined b 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH THE *ARGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION 3.02. THE p ) pe 9 Y 9 grading. ALLOWA BLE F.A.R.: Seeding shall be done in accordance with the VESCH 3.32. Any alterations from this g q g Y CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION OF THE PROJECT. 1.0 document shall be approved by the local erosion control administrator. See Table 3.32 - the engineer and approved by VDOT. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSrrIVE DRAINAGE OF THIS SITE PROPOSED F.A.R.: 0.28 SITE INFORMATION: ?r.AL SITS: 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. ADDRESS: INDUSTRIAL D R,1 I V E - ROUTE 880 r ' `D, Site Specific Seeding Mixtures for Appalachian/Mountain Area. V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT BUILDING SETBACK REQUIREMENTS M1 �!. ' s�'''PI P PP Y 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND GUIDELINES SET FORTH BY OSHA AND VOSH. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall 9• THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND EXISTING SITE FRONT: 75' TM # 6 3 - 6 - 3 ' '� & STORM WATER MANAGEMENT be present to insure the sample obtained is representative of the location. When soil samples are CONDfnONS. w L Storm water management facilities are existing and are located offsite. submitted to private laboratories for testing, the samples shall be clear) identified and labeled as LEFT: 25' ZONED: N/� 1 P g• p Y 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY UTILITIES REQUIRED BY THIS SITE PLAN. belonging to a pro ect to be accepted by VDOT and that testing shall be performed in accordance 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. IGHT: 25' MAINTENANCE � RREAR: 25 INSTRUMENT # 03002.9557 � �d-06 with all applicable DOT standards and procedures. 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, All erosion and sediment control measures will , checked daily and after each significant AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND APPROVED BY A rainfall. They will be inspected for undermining, deterioration, erosion and excess deposited BUILDING SETBACKS PROPOSED V14. All roadway fill, base, subgrode material, and backfill in utility/storm sewer trenches shall be PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL SUPERSEDES THIS NOTE IF PROVIDED. material. Al deficiencies will be corrected immediately. Excess material will be spread on FRONT: 122' compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO ANY SITE WORK. All UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE - OWNER/DEVELOPER: the site in a manner where it is not likely to erode in the future. ' �' T-9 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. LEFT: 30 All seeded areas will be reseeded, mulched and fertilized as needed to obtain an adequate street ri ht-of-way. At the direction of VDOT, density tests shall be performed by a qualified 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND RIGHT: 119, stand of grass. independent agency in accordance with VDOT Road aroc ^,id e Specifications. Certified copies of test SPECIFICATIONS SET BY THE CITY OF WINCHESTER DEPARTMENT OF PUBLIC WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND COORDINATE REAR: 30' DAWSON PROPERTIES LLC. reports shall be submitted to VDOT daily, unless specif`;xl oteerwise. THE WORK WITH PUBLIC WORKS. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE. THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF EACH WORK DAY. GREEN SPACE CALCULATIONSWINCHESTER, 601 LAKE D R . and/or as specified by VDOT. 16. AN APPROVED SET OF SITE PLANS MUST BE ON SrrE DURING THE CONSTRUCTION PROCESS. W I N C H E ST E R , VA 22601 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION WITHIN EASEMENTS. 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. CONTACT # : (5 40) - 7 2 �' Ac- 9 0 0 8 V16. The installation of any entrances and mailboxes within any dedicated street right-of-way 19. ALL UTILITES WILL BE UNDERGROUND. TOTAL SITE AREA = 2.50 . shall meet VDOT minimum design standards and is the responsibility of the developer. 20. ALL OUTDOOR LIGHTING MUST BE PROPERLY SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT OF WAYS. 250/6 REQUIRED (2.50 Ac. * 0.25 = )..........................0,63 Ac. V17. Prior to VDOT acceptance of any streets, all required street signagge and/or pavement 51% PROVIDED (1.27 Ac. / 2,50 Ac.)...................... 1.27 Ac. (PHASE 1) morkin s shall be installed by the developer or, at VDOT's discretion, by VDOT on an account 30 /o PROVIDED (0.75 Ac / 2.50 Ac )....................... 0.75 Ac. (PHASE 2) SEAL AND SIGNATURE_ receivable basis following the Manual On Uniform Traffic Control Devices. EROSION AND SEDIMENT CONTROL NOTES LOADING SPACE CALCULATIONS TH of nor V18. The developer shall provide the VDOT Residency Office with a list of all material sources GENERAL EROSION AND SEDIMENT CONTROL NOTES P� REQ 1 (LS) FOR BUILDINGS 30,000 - 100,000 to the start of construction. Copies of all invoices for materials utilized within any dedicated streetp ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained THEN 1 (LS) FOR EACH ADDITIONAL 100,000 SF - G�J FIRE MAP -SHALL GENERAL NOTES right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR Unit and total prices may be obscured. 625-02-00 Erosion and Sediment Control Regulations. c� 19,200 SF BUILDING (PHASE 1) MICHAEL M. ARTZ)- 1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE V19. Aggregate base and subbase materials shall be placed on subgrade by means of a ES-2: The plan approving authority must be notified one week prior to the preconstruction conference, one week prior to the 10,800 SF BUILDING (PHASE 2) 30,000 SF TOTAL No. 1513 WHERE CURBING MUST BE PAINTED YELLOW. mechanical spreader. Density will be determined using the density control strip in accordance with commencement of land disturbing activity, and one week prior to the final inspection. TOTAL REQUIRED...............................................1 Section 304 of the VDOT Road and Bridge Specifications and VIM-10. A certified compaction TOTAL PROVIDED...............................................1 technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT doily, 2. "NO PARKING -FIRE LANE" SIGNS WILL BE PLACED ON THE SITE P P P y' ES-3: All erosion and sediment control measures are to be placed prior to or as first step in clearing. ** (LOADING SPACE PROVIDED WITH PHASE 1) unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be AT THE FIRE MARSHALL'S DISCRETION. notified and given the opportunity to be present during the construction and testing of the density SURVE f control strip. PARKING CALCULATIONS ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans, (including, but not limited to, off -site THESE PLANS ARE IN CONFORMANCE WITH COUNTY AS DETERMINED BY THE FIRE MARSHALL. V20. Asphalt concrete Pavements shall be placed in accordance with Section 315 of the VDOT 9 9 P i• 9� (PHASE 1) Road and Bridge Specifications. Density shall be determined using the density control strip as specified borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan WAREHOUSE 1 PER EMPLOYEE .............................10 OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified approving authority. 4,200 SF OFFICE @ 1/250...................................16.8 TRIP GENERATION DATA copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT PHASE 1 REQUIRED............................................26.8 - 27 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY representative shall be notified and given the opportunity to be present during the construction and ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and PHASE 1 PROVIDED ............•...................... THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. testing of the control strip. sedimentation as determined by the plan approving authority. ""' 39 (PHASE 2) - OFFICE _ SITE LAND USE: M1 WAREHOUSE / V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six 36 inches ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site WAREHOUSE 1 PER EMPLOYEE .............................5 BASED ON THE EQUATION Ln(T) = 0.75 Ln(X) + 2.87 WHERE X = 10 P P � ( ) pp g g g 10 BEING THE NUMBER OF EMPLOYEES AND (T) REPRESENTING THE and larger shall be explored below the bottom of the excavation to determine the type and condition development until final stabilization is achieved. 1,520 SF OFFICE @ 1/250...................................6.1 FREDERICK COUNTY PUBLIC WORKS APPROVAL of the foundation. The contractor shall report findings cf foundation ex oration to the engineer and PHASE 2 REQUIRED............................................11.1 N 12 AVERAGE VEHICLE TRIP ENDS. VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge ES-8: During dewatering operations, water will be pumped into approved filtering device. PHASE 2 PROVIDED............................................14 Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation (TOTALS) V AVERAGE VEHICLE TRIP ENDS = 99 desiggn and/or need for foundation stabilization shall be determined by the engineer and approved by ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary REQUIRED HC PARKING ....................... �/ -� VDOT. 2 iLL repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. PROVIDED HC PARKING ..................... SURVEY NOTES V22. Approval of these plans shall expire three (3) years from the date of the approval letter. TOTAL PARKING REQUIRED.................................39 DIRECTOR DATE W v TOTAL PARKING PROVIDED.................................53 V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or SOILS MAP Q W nHc 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM A as specified by VDOT. FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL SITE PLAN DONE BY GREENWAY, INC. APPROVAL DATE 9/18/95 { . LANDSCAPING CALCULATIONS V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these � � -�'' ' t W � (Y � Z plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be BUFFER SETBACKS I--+ given by VDOT after grading is mostly complete. r _ INACTIVE .. . ...... . .. . . ............................... . ........ N/A H W Q CONTACT NUMBERS s pe ACTIVE........................................................ / -- - H ,� M f' ;r TOTAL., N A PLAN REVIEWER DATE O w ... ........ . N/A DEVELOPER: Z t JEFF DAWSON (540) 722-9008 INSPECTIONS DEPARTMENT NOTES `` �. F - F ,� : PERIMETER LANDSCAPING (PHASE 1) _ � H • �� �. � �,,� .���. 34,495 SF OF ASPHALT FREDERICK COUNTY Z NI ICi �/ W � Z REQUIRED 34,495/2,000' = 17.25 18 TREES O N APPROVAL W Q � O O ENGINEERING FIRM: �r �, } PERIMETER LANDSCAPING (PHASE 2) � � = V ARTZ & ASSOCIATES, PLC 540 667-3233 ( ) ..+ •. 10,154 SF OF ASPHALT / W U asp REQUIRED 10,154/2,000' = 5.01 5 TREES � ( f L ZONING ENFORCEMENT: J INTERIOR LANDSCAPING (PHASE 1) LL! V DEPARTMENT OF PLANNING (540) 665-5651._ 39 PARKING SPACES @ 39/10 = 3.9 4 TREES _NZ wQ SITE INSPECTIONS: Q� ITS INTERIOR LANDSCAPING (PHASE 2) ZONING ADMINI rtRATOR DATE O411< QLU SII E ~- - ; 14 PARKING SPACES @ 14/10 = 1.4 2 TREES V Q m III DEPARTMENT OF INSPECTIONS (540) 665-5650 R E S P OI V S B LE LAND D S TU R B E R TREES REQUIRED (PHASE 1)...............................22 TREES A(�P TREES PROVIDED (PHASE 1)...............................23 TREES THIS SITE PLAN IS VALID FOR (5) FIVE EROSION AND SEDIMENT CONTROL: ' RALPH SANTMYERS ,:�. �;- � TREES REQUIRED (PHASE 2 ..............................7 TREES Artz and Associates PLC NAME: �' _ YEARS FROM THIS DATE OF APPROVAL 7 TREES LAND SURVEYING LAND PLANNING DEVELOPMENT DEPARTMENT OF PUBLIC WORKS (540) 665-5643 � � ;y TREES PROVIDED (PHASE 2).............................. A Subsidiary of Valley Engineering, PLC CERTIFICATION #: #13987 s t TREES RE UIRED TOTAL i' ys Q ( )..... • • • .......................... 29 TREES 16 East Piccadilly Street SANITARY SEWER AND WATER: a Y °�'' " TREES PROVIDED (TOTAL)..................................30 TREES 5400667 3R, Va 22601-4740 ¢^ r4*, TEL TOLL FREE 1380AX 55 7667 9188 CITY OF WINCHESTER (540) 667-1815 D A T E: 05/14/08 .��_�,� �11 PLAN SHEET INDEX CITY OF WINCHESTER PUBLIC U►TILITES APPROVAL 320 TELEPHONE: VERIZON (301) 954-6282 COVER SHEET 1 AUGUST, 2006 THE RESPONSIBLE LAND DISTURBER _;f. mob' rrI`� k d'� �' ;, EROSION AND SILTATION CONTROL PLAN 2 ELECTRIC: ALLEGHENY POWER (800) 654- 17 33 IS THE PARTY RESPONSIBLE FOR ����, � ,'J r s .' .a � .' ' f DIMENSIONAL PLAN EROSION AND SILTATION CONTROL DETAILS � GAS: SHENANDOAH GAS COMPANY (540) 869-1111 CARRYING OUT THE LAND DISTURBING GRADING & UTILITYPLAN 5 32B -OAKLET SILK LOAM, 2 TO 7 PERCENT SLOPES. LANDSCAPING PLAN 6 CITY ENGINEER DATE PROJECT #21796 MISS UTILITY: 1-800-257-7777 ACTIVITY AS SET FORTH IN THE PLANS. 6C - CARBO-OAKLEY SILK LOAMS, VERY ROCKY, 2 TO 15 PERCENT SLOPES. COMPUTATIONS AND PROFILES 7 SITE DETAILS 8 SHEET 1 OF 8 OFF SITE DRAINAGE MAP PHASE TWO PHASE ONE "ftaftm. ./ w R1 "1 aT a yy I g _ INDUSTRIAL DRIVE - ROUTE 880 6 STINGIRI -O - Y� POSTED SPEED LIMIT = 25 MPH PHASE TWO PHASE ONE 10. f, T Q� a RUNOFF COMPUTATIONS 1.00 Ac. (D 0.35 1.50 Ac. ® 0.90 1.00 Ac. / 2.50 Ac. = 0.40 x 0.35 = 0.1400 1.50 Ac. / 2.50 Ac. = 0.160 x 0.90 = 0.5400 WEIGHTED "C" = 0.68 PRE-DEV. SITE DISCHARGE 2yr. 2.50 Ac. x 0.30 x 5.30 = 3.98 CFS 1Oyr. 2.50 Ac. x 0.30 x 6.80 = 5.10 CFS POST-DEV. SITE DISCHARGE 2yr. 2.50 Ac. x 0.68 x 5.30 = 9.01 CFS 10yr. 2.50 Ac. x 0.68 x 6.80 = 11.56 CFS SWM PROVIDED OFF -SITE RUNOFF COMPUTATIONS TO ST a1 DRAINAGE AREA = 2.35 AC. REQUIRED STORAGE = 315 CY. STORAGE PROVIDED = 100' X 35' X 3' = 388 CY. REQUIRED LENGTH OF STONE FILTER = 6' PER AC. = 14.10 PROVIDED LENGTH OF STONE FILTER = 14.10 LF. INDUSTRIAL DRIVE - ROUTE 880 0' TI IG - F- \ POSTED SPEED LIMIT = 25 MPH OUTFALL NARRATIVE THE SITE IS 2.50 Ac. WHICH DRAINS FROM THE NORTHWEST TO THE SOUTH- EAST. WE ARE DIRECTING STORM WATER FROM THE SITE INTO TWO GENERAL AREAS, (1) TO A PROPOSED DITCH ON THE WESTERN SIDE OF THE SITE, WHICH THEN DISCHARGES INTO AN EXISTING DITCH ALONG THE FRONT OF THE SITE. THE EXISTING DITCH IS ADEQUATE TO HANDLE THE 2yr & 10yr POST DEVELOP- MENT FLOWS. THE STORM WATER THEN FLOWS TIHRU A PROPOSED 24" CLOSED CONDUIT WHICH DISCHARGES INTO AN EXISTING DITCH OF ADEQUATE CAPACITY AT THE SOUTHEAST CORNER OF THE SITE. (2) SHEET FLOWS ACROSS PARKING LOT AND IS CARRIED ALONG PROPOSED CURB &; GUTTER UNTIL IT ENTERS A 3' WIDE, 6" DEEP CONCRETE FLUME WHICH THEN DISCHARGES INTO THE EXISTING DITCH AT THE SOUTHEASTERN CORNER OF THE SITE. STORM WATER FROM AREAS (1) & (2) THEN JOIN IN THE EXISTING DITCH OF ADEQUATE CAPACITY AND FLOW EASTERLY INTO THE EXISTING APPROVED SWM POND. THEREFORE, IN OUR OPINION ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN NET, WITH NO DOWNSTREAM ADVERSE IMPACT. NOTE- SWM BEING PROVIDED OFFSITE IN AN EXISTING DETENTION POND, CONSTRUCTED UNDER AN APPROVED SITE PLAN BY GREENWAY, INC. AND DATED, MAY 24TH, 1995. P�1 H OF 0 MICHAEL M. ARTZ No. 151 D SURV0O IN �5-- :.)IR. lE 'l 1.' �' N A . f NDt'Sl �� ?�,�. T" `�'�'< . t),i1 o I ;0!'%CHECKED BY: MMA it 1s g 1 C}� AUGUST, 2006 30 15 0 30 60 M666 SCALE: 1 "=30' THIS SHEET IS FOR EROSION AND SILTA I ION PURPOSES ONLY.1 *I I SCALE: 1 " 30' SHEET 2 OF 8 EXISTING GROUND STONE CONSTRUCTION ENTRANCE FILTER CLOTH 12' 'MIN* 70' M A 6" MIN. J IA SIDE ELEVATION 70' MIN. B WASHRACK 10' MIN. (OPTIONAL) POSITIVE DRAINAGE VDOT #1 COURSE I TO SEDIMENT AGGREGATE TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION DI ANI \nF-1A/ FILTER CLOTH REINFORCED CONCRETE I ESD-302 12' MIN. SECTION A -A 5tL I IUN b-ti EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) "w -EXISTING - PAVEMENT 10' MIN. T DRAIN SPACE 4 3" MIN. 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 IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 00 G FLOW �Ilil I I � EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood k WyW PLATE. 3.05-1 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION �VDOT #3. #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC I RIPRAP PLATE. 3.08-1 PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT REA WITH NO DEFINED :HANNEL L a 0% d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR E� PERIMETER 3d 0 (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL u d -11 SECTION A -A FILTER CLOTH KEY IN 5"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTH SOUTHb PLANT SPECIES 3/1 511 8115 2/15 5/1 9/1 CHARACTERISTICS Acre loon ft2 to to to to to to 4130 8/15 11/1 4/30 9/1 11115 OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g., Noble). Avena sativa) not less than 50 tbs.) RYEd 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for late fall seedings, winter Secale cereale not less than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 tbs. approx. 1 lb. X - - X - Warm -season annual. Dies at first Setaria itaiica frost. May be added to summer mixes. ANNUAL RYEGRASS` 60 lbs. I'k lbs. X - X X - X May be added in mixes. Will Lolium multi-florum) mow out of most stands. WEEPING 15 lbs. 51k ozs. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes Era rostis curvula and acid, infertile soils. May be added to mixes. KOREAN 25 tbs. approx. 11h X X - X X - Warm season annual legume. LESPEDEZA` lbs. Tolerates acid soils. May be Les eza sti ulacea added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. c May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May not be planted between these dates. TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acre Minimum Care Lawn - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-1-5% 0 S% - Improved Perennial Ryegrass - Kentucky Bluegrass 0-5010 High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slone f3:1 or less Kentucky 31 Fescue 128 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. 150 lbs. Low -Maintenance Slope(Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * 20 lbs. - Crownvetch * * 20 lbs. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye * * Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. EROSION AND SEDIMENT CONTROL NARRATIVE: 2.500 AC. TOTAL PROJECT DESCRIPTION THIS PROPERTY IS LOCATED ON INDUSTRIAL DRIVE IN FREDERICK COUNTY. THE SITE AREA IS 2.500 ACRES TOTAL, WITH APPROXIMATELY 2.50 ACRES BEING DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF CONSTRUCTION OF AN OFFICE BUILDING, A WAREHOUSE, PARKING LOT AND ASSOCIATED APPURTENANCES. EXISTING SITE CONDITIONS SITE CONSISTS OF SPARSE HARDWOODS AND OVER GROWN FIELDS. THE PRE -DEVELOPMENT RUNOFF COEFFICIENT IS CALCULATED AT 0.30. THE POST -DEVELOPMENT RUNOFF COEFFICIENT IS CALCULATED AT 0.68. EXISTING SOILS HAVE SLIGHT TO MODERATE EROSION HAZARD PER THE FREDERICK COUNTY SOIL SURVEY BOOK. ADJACENT PROPERTY THE SITE IS BOUNDED BY M-1 ZONED PROPERTY OR ROADS ON ALL SIDES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED VIRGINIA ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE EROSION AND SEDIMENT CONTROL HANDBOOK. GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN PLACE. STRUCTURAL MEASURES PHASE I OF E & S MEASURES: A CONSTRUCTION ENTRANCE (3.02) WITH CULVERT SHALL BE PROVIDED TO THE PROJECT AREA FROM INDUSTRIAL DRIVE. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT DURATION OF CONSTRUCTION. SILT FENCE CULVERT INLET PROTECTION (3.08-1) & PIPE OUTLET CONDITIONS (3.18-1) TO BE INSTALLED FOR ENTRANCE CULVERT. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. DIVERSION BERMS MAY BE INSTALLED IN LIEU OF SILT FENCE, WITH APPROVAL OF FREDERICK COUNTY E&S ADMINISTRATOR PER VESCH MANUAL. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II OF E & S MEASURES: ALL CONTROLS INSTALLED IN PHASE II & III TO REMAIN FOR THE DURATION OF THE PROJECT. EACH NEW PHASE SHALL INSTALL A NEW CONSTRUCTION ENTRANCE. CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. UTILITY CONSTRUCTION PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAW MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER IMMEDIATELY AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT (GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT ]THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, MATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHE(CK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED, DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIOMS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILLY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER' ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED) RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. SHOULD THE FABRIC ON A SILT FENCE OR FILTER FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. CONTRACTOR SHALL SCHEDULE FOR A PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING ANY EARTH MOVING ACTIVITIES. 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. - ((SILT FENCE, CE, IP & OP) 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONITROL. 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. STORM WATER POLLUTION PREVENTION NOTES 1. THIS SITE PLAN SET IS TO BE INCORPORATED AS PART OF THE STORM WATER POLLUTION PREVENTION PLANS AND PERMIT. 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORM WATER DISCHARGES. 3. EROSION CONTROL MEASURES SHALL BE INSPECTfED BY THE RESPONSIBLE LAND DISTURBER TO ENSURE THEY ARE OPERATING CORRECTLY. DISCHARGE AND DOWNSTREAM LOCATIONS SHALL ALSO BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING; SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL MEASURES NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDED, IMPLEMENTATION SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATED STORM EVENT. 4. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR PREPARING INSPECTION REPORTS PER PART II, D., 4., C. (INSPECTIONS) AS REQUIRED BY THE PERMIT. 5. THERE ARE NO KNOWN, NONSTORM WATER DISCHARGES ASSOCIATED WITH THIS PLAN. C E CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02) C I P CULVERT INLET PROTECTION (STD. & SPEC. 3.08) S F SILT FENCE (STD. & SPEC. 3.05) O P OUTLET PROTECTION (STD. & SPEC. 3.18) U cD z A o rn s I Q �Itz' coM +� q w 1 1 t� 1 0 o LO .UW Z>-Nn O � - LL: 00 �� o �M �o LUCK z � N.0 w �M z z w H W � V J � � V) z H H Z O H V � LU T Z Q V ki ki H vLLJQ V LU Y aV LL Z m 0 H o H w %( Z 0 N r -PH OF L MICHAEL M. ARTZ v No. 151 rZ) �0 f1:2 lq�Ot SURVE't0�L0 n CHECKED BY: MMA AUGUST, 2006 SCALE: N/A SHEET 3 OF 8 PHASE TWO A8'L CAN. PIN 63-6�—"?d N,4AFTO J & LEO(ADIA Zi f".) N" D: A 1. A. N I N 1) U S TR Lkl 0 "T 0 0 1 t 8' 1--1 26.00' S 52*00'16" E - 269.49' (N L25' BUILDING SETBACKTyp, ' PHASE 9.00 BUILDING c OFFICE > (1,520 SF) 32: m20.00' PHASE 2 BUILDING FF-780.25 - (Typ) CL 0 PROP. EP WAREHOUSE flel a) (9,280 SF) Lli FF=780.25 GROUND LEVEL OH DOOR > 0 Of 1 6.45' DOCK HGT OH DOOR 3 HR. FIRE WALL IPHAS E TWO CDV) PHASE ONE z L qCID LD DOCK HGT OH DOOR < C-) cD o y cj:� >_ U12 0.00' m 0 PHASE 1 �CD D O:f 0 W LLi 0 1 n nnry HGT OH DOOR CD a:z 25' BUILDING SETBACK < cb ml CONST. TYPE:213 co 11 PIN 63-16-4 CL L101R _a USE GROUP: Fl-FACTORYxL m CrLL V 6 1" - PROP 'AER1ES, LLC• z i GROUND LEVEL OH DOOR 0Z l1 V/O z-. CD C) cn NON-SPRINKLERED Of 2-1 --1- E: lN D ("I r�lm_u 0 -i c� Lo. 0 C14 u C) 0 5 04 0) m JLIINST. # 0,1130'kf_)29557 oxf CWAREHOUSE CL UjPROP. uj Lo (15,000 SF) UJ 20' WATER ESMT. Of > I LOADING SPACE FF = 780.25 ABOVE GROUND GAS T U) DIE-S—EE-2- ANK CL (THIS USE GROUP & CONSTRUCTION Q-) 0 3.- TYPE ALLOWS UP TO 15,500 S.F. WITH 3 HOUR FIREWALLS) (�D z Il F, i 5 panF OR cy, r -1 :x, 1 26.00' i m 3 HR. FIRE WALL 1 1 -STORY C) OFFICE (4,200 SF) FF=780.25 T__ I I PROP. 5' WIDE SIDEWALK > +_4 20.000) -69, LLI Ln En uj 14.00 7 N X N Lno N C) N JE N L N CD N C) N cl:: a_ P U 1"D (D a w u Typ, 4.5'R 9.00 25.00' 75' BUILDING SETB,�-CK 25.00.'- 00 nP�L-i LLI (D r.001 C) I I I I LfJ I I )5'R �.— CT, PROP. CG-6 (17 PROP. MONUMENT SIGN 10' HIGH BY 10' WIDE Ln C6 Icn162.94 N 50'56'15" W - 269.45' INDUSTRIAL DRIVE - ROUTE 880 60'EXISTING RIGHT-OF-WAY POSTED SPEED LIMIT — 25 MPH F FTIES lv� PE,011 ZONED: kit 4 '1� USE- INDI[j 1--rRIAL INS'f. # 040017'077t � 2: v):!S IL m ui w U) (D 42.00' ft� CL CG-1 I ENTRANEC SEE DETAIL � E E� 5'R .I'R 0 Ln Ft Imi LM-1 O� cn a_ ro 0 � Lu m0 < UJ _j ui U- >_ im r cn 0 z D m Ilo 04 NOTE: 1. ALL RADII DIMENSIONS ARE AT THE "FACE OF CURB" DENOTES CG--6 IDENOTES CG--6R N40XON AND C'0. OF l.) ZONED: !vfi USE: INDusm'AL U P.4 : zZ 151: co ui 'D lro- J) o 'ro- ZD: >- no W u.: cr 00 M CL 0 LL.J C,0 N M U-) _j Li PLT H OF t, — -- — -- . .. . .. I C H AE L M. A R T JZ- yll" 75' BUILDING SETBACK No. 151 SURVO INDUSTRIAL DRIVE - ROUTE 880 CD C-) co 60'EXISTING RIGHT-OF-WAY7— POSTED SPEED LIMITS 25 MPH 30 15 0 30 60 I SCALE: 1" = 30' 0 CHECKED BY: MMA AUGUST, 2006 SCALE: 1"=30' SHEET 4 OF 8 N't I 1NI'v. :N = 782.50 00 r),UT = 782.40 S 52*00'16" E - 269.49' /0'BC 00 APPROXIMATE LOCATION OF EX. 8" SANITARY SEWER ss 78 r 00 i, __ 65 00 C14 0c CID 00 PHASE TWO PHASE ONE 11"I'll N 6 3 — 6 -- 2 i%likRIO J & LEO(Al.)IIA 0—- 00 77— PHASE2 BUILDING CH; OFFICE > LJJ 06 00 PHASE 2 (1,520 SF) BUILDING FF=780.25 PROP, Elf WAREHOUSE In oo 77 (9,280 SF)EP FF=780.25 2L 80 __j __j 72 < INV PHASE TWO D Ln PHASE ONE 38 LF TRENCH DRAIN Z Q!� SEE, DETAIL SHEET 8 < 25 76- LLJ co 12 0. 0 0'-- 00 PHASE 1 - 727NV cy Li + CONST. TYPE:213 0 76_L5 1 N 6 3 —(3 — ', jj HIP USE GROUP: Fl -FACTORY CD ROPERTIES1,11c. nLLJ � Lj F_ f 15 < + 13-BLDG. 80 '"0 N fil� NN1 1. a_ NON-SPRINKLERED co IND cll� 0 F_ 01 7 0 WAREHOUSE D-1 i'j �: J 0 1 41 1 1 1.) ck-1 I PIT 75 —BC 00 75 BC APPROXIMATE LOCATION OF EX. 8" SANITARY SEWER I. PROP. (15,000SF) Li 15 "I- C-� 20� �j 00 C/) 80— 20' WATER ESM 75 Bpi fl, orf C) FF=780.25 co. Q_ 0 zc/_) (THIS USE GROUP &CONSTRUCTION p-IC8015 00— C -o 0 TYPE ALLOWS UP TO 15,500 S.F. 6 60 0 EO �F) 80 TC 78 7 WITH 11HOUR FIREWALLS) BC BC z 0 80 77— 75 PROP. 74 > __j PROP < 1 DOM. WATER F7ASSEMBLY 1 -STORY 00 72 C) PROP. 3/4" W/M OFFICE 5 CD 75 —BC + CD p L6 0 (4,200 SF) FF=780.25 _L5 V80 15 0 780 75 C co 00 r" 75 WID StDEWA -7- B BC: C14 PROP, �5' WID "R 00 rn 5 u)l' B,? 9 B Qol C 9 7' 0! 701 I CD 00 1 cl- cl1-1 CD .0 8g 401 7 7�2' B� 25 4T C 74 BC 0 740 7 00" 25 B 3 0BC 316'-8" PVC SCH 40 2.22% 80< 72 Li- T 68— 50 cn LL (D 00 72 BC -2u- 50 a_ 0 0a_ 070 BC+ 1 .0 68 nn 1 cl-I 0- IN . r" 65 INV EX. FH 5& 50 00 69—`+ 8— -66 INV IN 50*56 90 'l 5" W 9. )0 W < 7 4 6 5 -mv (9 APPROXIMATE LOCATION OF EX. 8" WATERLINE APPROXI�A -.x _W A��p — EX-V& EX EX -EX E� LOCATIO� X OF EX-WL EX- EX-N_ — EX-WL — EX-Wt — EX-Wt E' - EX-Wl- EX- All- F, >wt FX-WL -- EX-V& EX-WL 89 00 66 INV 637 00 INDUSTRIAL DRIVE - ROUTE 880 71TC PROP. 6 WET9 fkP 714t)USTRIAL DRIVE - ROUTE 880 60' EXISTING RIGHT-OF-WAY-- - PROP, 80'-24" RCP 60' EXISTING RIGHT-OF-WAY7 POSTED SPEED LIMIT = 25 MPH CIL III @ 1.25% POSTED SPEED LIMIT = 25 MPH S, s SS APPROXIMATE LOCATION OF EX. SJ�ARY SEWER SS APPROXIMATE LOCATION OF EX. 8" SANITARY SEWER L_X MH __ EX,W \j__X. MH � �! I 2INVIN INV, IN = '754.57 INV. OUf' 754.47 !NV. C "'I'll'S INC T USE: INDLSTRIAL E,� I N 0) 1_1 'S T L 1. 4' INST. # 040017077 , 0111 71 T IS 5 EET IS FOR C7RA[)ING PURPOS 5 ONLY0101• 1 79_ Ju BC BC 7 BC c 15 BC '�b V g�lc17, I ---- ---- PROP. CG-6 PPOP MCI , NllMFI inHIGH RY l? I I DENOTES CG-6 PIN Z 0 N F'D: M 1, USE: INDUSTRIA& DB84t PG. 1189 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE VERTICAL & HORIZONTAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE LOCATION IN THE FIELD AND THAT AS SHOWN HEREON, AND WAIT FOR DIRECTION FROM THE ENGINEER PRIOR TO COMMENCING WITH FURTHER WORK. 2. WATER AND SEWER SERVICES PROVIDED BY CITY OF WINCHESTER. 3(0 15 0 30 60 SCALE: 1" = 30' 00 00 r-- c' CO C14 Uw :U7 1714 >-'S 51 "no a- 04 W uj 0 CO m: CD (0 cd TE 10 '4 N.0 4-) ui Li C-D ui V) J PLl H OF MICHAEL M. ARTZ');' No. 1151� SURVE-0 man CHECKED BY: MMIA AUGUST, 2006 SCALE: 1"=30' SHEET 5 OF 8 10 780 780 775 775 EX. PROP. GRADE GRADE 770 %' 770CP765 -- L��6 S% 765 �CD O 760 n' �' n q 760 u II n �- o O t CD O 11 oa o o�oZ CD z 10+00 10+50 1 1 +00 STORM PROFILE: STRUTURE 10 — 9 1 " = 50' HORZ I" = 5' VERT 780 1780 CL 1.0' DEPTH 775 s� ` ' ��`'' 775 770 _ 770 10+00 10+50 X—SECT 11A"—"A11 1 " = 50' HORZ I" = 5' VERT A=2.92AC. S = 5. 00% D = 0.47' (10 YR) N = 0.03 V = 4.21 FPS (10 YR) SIDES = 15: 1 Q = 13.90 CFS (10 YR) Q = 104.50 CFS (CAPACITY) 770 770 765 CL 1.0' DEPTH ` /19� _ 765 760 760 10+00 10+50 X—SECT "B"—"B'° 1 " = 50' HORZ 1 " = 5' VERT A=5.50AC. S = 5.00% D = 0.73' (10 YR) N = 0.03 V= 4.99FPS (10 YR) SIDES = 8: 1 Q = 24.21 CFS (10' YR) Q = 55.55 CFS (CAPACITY) FROM POINT TO POINT DRAIN. AREA ACRES RUNOFF COEFF. C CA INLET TIME MIN. RAINFALL INTENSITY IN./HR. RUNOFF Q C.F.S. INVERT ELEVATIONS (ft) LENGTH FT SLOPE FT/FT DIA. IN. n CAPACITY C.F.S. Actual Vel In Pipe FPS FLOW TIME SEC. REMARKS INCREM. ACCUM. UPPER LOWER 10 9 2.92 0.35 1.022 1.022 5 6.80 6.95 766.00 765.00 80 0.0125 24 0.013 25.0 6.0 - STEEL POST 2 X 4 FENCE RAIL PLAN 1 X 6 [25 X 152MM] FENCE BOARD 8'-0" [2438MM] SECTION WIDTH CTR TO CTR ` (16 BOARDS & 0 SPACES) PLAN DETAIL ii 9 3/4" [248MM] =-- OPTIONAL POST COVER 1 X 4 [25 X 102MM] OR 1 X 6 [25 X 152MM] (4X SCALE) — — — _1 - Iit— — — -- — — -- — — —Ittlt IIII IIII STEEL POST IIII I I ll 2'-3 1/4" [692MM] IIII IIII IIII IIII IIII IIII [51 X 102MM] �\� FENCE RAIL 3X a -I -II IIII IIII IIII Jill 2'-3 1 /4" [692MM] Jill Jill IIII Jill IIII III! Jill 9 3/4" [248MM] .... - Jill 6" [152MM] FENCE BOARD Jill I 2'-6e [762MM] I JIII I I I 2' [610MM] I IIII I I I j I (III I FENCE SECTION ELEVATI(ON L u _1_ j_uII I I I *** L — J END VIEW -{ 1--- 10" [254MM] NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EOUNALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER HALCO ONLY. 3. FOOTING WIDTH TO BE 10" [254MM]. MINIMUM DEPTH 30- [762MM]. 4. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD. POSTMASTER STEEL POSTS 6' SOLID BOARD FENCE DETAIL BY. JRR MASTER for Wood Fence Systems STYLE: FLAT TOP DATE: �ALCO® by Mlaster Halco Di-25-99 orange. CA REV: cope ©2MI_woei"""Mnc. F'ri—No,,�-229-5615 NOM 6' [1829MM] FENCE HEIGHT E All MGKM RESEWM,—Fenceor iv.com 1 X 6 [25 X 152MM] FENCE BOARDS REV DATE:: 09-22-06 DWG: LAYER: SCALE: 6' [1829MM] �2" [51MM] NOM 10--1100 1 1/2" = 1'-0' 50 25 0 50 100 SCALE: 1 " = 50' �PLT H Ofi o�� i1 :V _ MICHAEL M. ARTZ v No. 151 (� -24 SURVE'(O� w o o w J_ V7 in W o Q w w w Q CHECKED BY: MMA AUGUST, 2006 SCALE: 1 "=50' SHEET 7 OF 8 t�e 38.00' UOUTLEf PLAN VIEW *X"d >> 11 11 >> X - X �0.50' STAINLESS STEEL SEMI -TRACTOR BOLTS TRAFFIC RATED 0, 25' STEEL GRATE O U ° D D ° ° D t D ° ° \X \\/\\� p 1.00 D D ° \\ ° DD \\%� D 3,000 PSI CONCRETE / /\ COMPACTED SUBGRADE CONTRACTOR CAN SELECT ANY PRE -MANUFACTURED TRENCH TO 95% DENSITY DRAIN SYSTEM, PROVIDED IT MEETS OR EXCEEDS THESE SPECIFICATIONS TRENCH DRAIN DETAIL NTS REVISED ON 1/04 REVISED ON 7/05 NO PROJFC I ION OF PIPE ABOVE GROUND LINE PB 1 TOP OF FILL - TOP OF FILL - _ _ TOP OF FILL--,*_- GROUND LINE=H - �- 11 GROUND LINE`H- '-- GROUND LINE H-_- r-- - rrrrrrr rrrrrr u' D/2 rrr rrr - 11 - EEJ�' , * I1L rr r I - rrrrrrr rrrrrr D/7. " fI- rrrr rrr I I + 1 - I I-' . I D -I�T1- rrrrrr rrrrr D/2 11 rrr sir II�II� ,. -1 - 1-2rs� _1l ,� / ,',' EARTH 12" I I rr rr* �t rr 'rr ROCK OR t2„ ' 11 = r d rr. R-EARTH _TT I 0/2 d L-4 di -. D/2 y 1 SOILUNYIELDWG L- 2 1--: '7f '- L , J BEDDING - - - - I11 --_.;'�cIIL=F' -- r = i�Il ING MATERIAL b IT 'it Mw. l/10 D BEDDING MIN.1/10 D ihICIICII�II MATTERIAL MIN.1/10 D -- - - .,X.. DIMENSION % MATERIAL * OFPHR "X" DIMENSION TO BE MAINTAINED I ----%-- �1 TO BE MAINTAINED TO TOP OF PIPE "%" DIMENSION TO BE MAINTAINED TO TOP OF PIPE MIN. B", TO TOP OF PIPE FOUNDATION SOF I, YIELDING, OR NORMAL EARTH FOUNDATION MAX. 24'- ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL_ PIPE PROJECTION ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL - -- + = rrrrrrrrrrrrrr rrrrrrrrrrrrrrr - D/2 = rrrirrirrrrrrr rrrrrrrrrrrrrr 0/2 = rrrrrrrrrrrrrr rrrrrrrrrrrrr = _ + - MIN. �� D~ MN. 4� = 12" - MIN.DJ� -MIN. D= 12" --MIN. O- D -MIN. D-I- I'll12" - - r rrirr rrrrrrrrr GROUND d UNNNN� "` r" rrrrrrrrr rrrrrrrrrr:-GROUND � d --LINE rrrrrrrrr rrrrrrrrr d - ^ GROUND =•LINE D/2 = D/2= -•--.-fir----_ -N CII� I F�IIr-�iC,- �._ EllI' EARTH mil // ROCK OR -' - UNYIELDINGMIN. ���-4" MIN. 1/10 'D _ '-7 r-' tom' "- -"' I BEDDING 1/10 D� X BEDDING MIN. 1/10 D ., _. II- II . �i, SOIL MATERIAL Y," PER X EARTH MATERIAL 1' OF H BEDDING MIN. e". MATERIAL NORMAL EARTH FOUNDATION MAX.24' ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL CULVERTS LESS THAN d • 36" H HEIGHT OF COVER MEASURED FROM TOP OF BEDDING MATERIAL IN ACCORDANCE WITH X . D + 24" DRAINAGE STRUCTURE TO FINISHED GRADE. SECTION 302 OF THE ROAD AND BRIDGE CULVERTS WHERE d - 36" AND OVER SPECIFICATIONS. D OUTSIDE DIAMETER OF PIPE. X - D + 35" METHOD "A" PIPE, BEDDING SHALL BE USED AS a - INSIDE DIAMETER OF PIPE. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE FOLLOWS UNLESS OTHERWISE NOTED ON PLANS III - DEPTH AS SHOWN ON PLANS OR TO FIRM SPECIFICATIONS. RIGID PIPE BEARING SOIL. WHEN H IS LESS THAN OR EQUAL TO 30- CLASS 11 BACKFILL MATERIAL IN ACCORDANCE rrr�r WITH SECTION 302 OF THE ROAD AND BRIDGE FLEXIBLE PIPF SPECIFICATIONS- -* * AS SHOWN ON TABLES MAY BE UNDER ENTRANCE PIPE EXCEPT FOR PLASTIC( PIPE DINSTALLAT INSTALLATIONS, WHERE DIRECTED - ' FOR PLASTIC PIPE INSTALLATIONS, CLASS I BACKFILL EMBANKMENT BY THE ENGINEER. MATERIAL SHALL BE USED IN LIEU OF CLASS E. SHEET i OF 4 RUB" INSTALLATION OF IDIIDE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A'' 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107,D1 INSERTABLE SHEET A151 PB-1 GENERAL 1. METI-IOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARID PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FIN:SHEU GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D • OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X • WIDTH OF CLASS IOACKrILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 72" WHERE d IS LESS THAN 36". X • 18" WHCRL' d IS 36" AND GREATER. 4, WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER IS' OR LESS. 5, REGULAR BACKFILL M.ATFRIAL MAY BF USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PI-ALSTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15-OR LESS. 5. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE I. S 1 - OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 INSIDE SPAN DIMENSION OF PIPE. 3. R • OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS 1BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12 WHERE S2 IS LESS THAN 36". X - 18" WHERE 52 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15- OR LESS. 6, REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 15 38" OR LESS AND HEIGI IT OF COVER 15' OR LESS. PIPE ARCH 1. S SPAN DIMENSION OF PIPE. 2.. R RISE DIMENSION OF PIPE. 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE, MATERIAL 4. x WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x • 12 WHERE S2 IS LESS T11MI 36". x i8" WHERE 52 15 36" AND GREATER S. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35'' OR LESS AND HEIGHT OF COVER IT OR LESS. EPECCICATION INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFUENCE NEW.1/04 GENERAL NOTES 302 107.00 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 4"� 6 -� 7 a (177h7j -III I " d a 2' 6„ Curb & Gutter may be cast-/n place using c/ass A-J concrete. /f /t IS precast it shall hal/e a mire/mum of 4 000 psi concrete. The bottom of the curb gutter may be Para//e/ to the earth on which // /s p/aced as long os the min�inum 7" depth is m6071o/ned. CG-6R N.T.S. I REVISED ON 7/01 REVISED ON 3/03 REVISI,D ON 1/04 REVISED ON 7/05 CG-12A -��- 4 o�a o 3 5' MIN 0:1 MAX) 5' 0" M0" 5'-0' MIN MIN. PERMISSIBLE I CONSTRUCTION JOINT 1 B B 6" 90• A TANGENT PLAN 7„ (Twin) Curb &Gutter may be cast-/n 1ace using c/ass A- 3 concrete. h' it /s precast /t shall hat`e a mire/mum of 4 000 psi concrete. The bottom 0/ the curb & gutter may be Para/le/ to the earth on which it /s placed as long as the m/i//mum 7" depth rs m(7/ntai17ed. VDOT STD. CG-6 N.T.S. © 7" WHERE STD., CC-3 OR CG-7 IS USED. STD. C(I-2 O b" 12.1/ MAX. i-4811 MAX. OR CC-6 I zo.1 10 - SECTION A -A u 5 DOWELS, 8" LONG a 12 C•C PERMISSIBLE SLOPE 10A CONSTRUCTION JOINT M N (MUM SECTION B-0 LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES cA055eKx a cno55Kwx a THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 148" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION,6 FT. FOR ALTERATIONS. --p- pp ----- CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE (WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINI H RAMP H jj (((777 (� (j 5 SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. II I-,,,,�jl I' �5*A I SLOPING SIDES OF CURB RAMP MAY BE POURED IMONDLITHICALLY WITH RAMP FLOOR OR BY USING II I+ II ' PERMiSSIBLE CONSTRUCTION JOINT WITH REQUIRED, BARS. TYPICAL PLACEMENT TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FDR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL AT INTERSECTION BE CLASS A-4. WITHIN CROSSWALK WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO.5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP (WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%211. CURB RAMPS WILL BE MEASURED AND PAID FOR AT fHE CONTRACT LINT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK,COMPLETE-IN-PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD 15 I TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION, CURB RAMPS ARE TO 8E LOCATED SHOWN L ED AS S 0 ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE M WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED.OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE. STOP LINES. DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS. ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAIMP`�`"'�" REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) IDS 203.C5 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 1" COPPER TUBING TYPICAL METER SETTING INCLUDES: 1" METER SUPPLIED BY THE CITY OF WINCHESTER YOKE INLET VALVE - FORD MODEL BA94-344W YOKE OUTLET VALVE - FORD MODEL HHCA94-444TV YOKE BARS - FORD Y504 CORPORATION STOP - FORD 1" MODEL FB600 METER BOX COVER - X32T WITH STANDARD PENTAGON NUT COVER EXTENSION RING - EXT 1 METER BOX - 24"X30" HIGH DENSITY POLYETHYLENE I _ L Itl QUARTER BEND-L04-44 U w C) V fh Z cH C •00 METER FRAME we -' 00, AND COVER .000 000 r' BRASS ANGLE METER VALVE WITH COPPER FITTING O V METER YOKE (W/ VALVE INLET, BOTH ENDS COPPER) TYPE ' ' K" 1" COPPER TUBING 1" METER (radius to be an r shown on parr) ��II SrD 00-12-\ 1 4' SI EwILK I Nuts: WWIh "B' 2'-0" or as shown on typical section. 2.O" 5V--12.5 91W-2s 0 6„21-8 -III-� I I-� I I-III-� SUBG/�,40E Notes 1. Use this paVement cross-section or match e r/st/ng pOVemenf, Wh/chek1e1- /s greater. 2. 21-8 Crushed Aggregate, Base ype 1, shall be compacted to 959 of the Standard Proctor 'Oe/7S/y .3. Subgrade shall be compacted /0 959 of the Standard Proctor Dens/fy. PROPOSED PAVEMENT SECTION N.T S. XX Street approach same eurfadrp an mainUrs roodway (Radius to be as shown on plan) PLAN VIEW BOARD ON BOARD FENCE STYLE ( SEE DETAIL ON SHEET 7 OF 8) 10 8' i /WHEEL DUMPSTER PAD m PAD --mi1/8' PER FT. 1/8- PER FT. 1. CONC. TO BE 3500 PSI, WITH 6" X 6" WWM, 6"DEEP OVER 4" OF COMPACTED 21-A LEVEUNG COURSE. 2., ENCLOSURE TO BE PRESSURE TREATED SYP NO. 2, MIN. 7'-0" HGHT., MIN. 10'-0" GATE, HEAVY DUTY PIPE FRAME AND POSTS, WITH PRESSURE TREATED FENCE BOARDS ATTACHED. MIN. 6" X 6" FENCE POSTS. DUMPSTER PAD DET. NOT TO SCALE SECTION C-C r 10• Parabdfe Curve ® �e changes with a parabolic curve. COptirwlFlow I I as Max. ® Line Sops Cho D When $t'd. OG-11 is used forrtroroes wbulk please Malrdkr Roadway rob thSe felew4F as ® X X MWAnr pawrr ent shall be constructed I io R/W ikne (-0* any subgrode D than Tor 4D Mtn. for Street Corslecifon reg0 sal nnaklWne pavemard rhialr can t» omhttse k, 20' Deskobh for Conwrlerdal Entr. the sr&ance.) 5' Min. SECTION A - A ♦ Radial orb or combination orb and gutter shall not be omstructed brym the " km for Guidelines for Grade Change D rePlaownMd purpo"w•eocospt When used in oanhr+ctlon with ebandar d F1ltrontos Volurts Desirable Madmum CG-3 a C0-7• the curb Loos an thM Standard is to be od}retsd to r iatch the High (rnwe than 15M VPD) 0 x 3 x mot" ntable curb oonA'umthm. Meh,<am-W-1500 VPD) f 3 % a x See Sbww be wd C -12this for da�rb Romp design Low (Isss than 500 VPD) <- a x a x ® W . the entrance roll carrot oa orr.Iade. the hwnkV requirements of-ftipated heavy buck tramc. consideration should be phew to increoskq the depth of odlao * proposed skbrdk to 7 knches. X Optional flowlirm may be used for erltraow In cut secuormL opnala rawirm may require warpkrq of a portion of Wttsr to preclude p ridirq of water. REEFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VORGO41A DEPARTMENT OF TRANSPORTATION 203.04 24" DIA. X 30" HIGH CITY OF WINCHESTER, VA HIGH ITY POLYETHYLENE METER BOXDEPARTMENT OF PUBLIC UTILITIES 1" COPPER TUBING VARIES V METER AND EXPANSI CONNECTION or f 4( /METER BOX LU F-i J LU DC a DOUBLE CHECK VALVE TYPE ' ' K" 1" COPPER TUBING r(i 1"-1/4 BEND / ` 4" MIN. #57 STONE 1" TAP TOP OF MAIN _\ FIRM UNDISTURBED 1" BRASS EARTH COUPLING NUT CRIMPED 1" COPPER PIPE OUTLET WATER MAIN CORPORATION COCK ASSEMBLY 2" MIN. 6" MAX. «4(4(« 7 CU. FT. MIN. #57 STONE 4"A. w J r ' t • � F 14" o � FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER, NOZZLE SHALL FACE THE ROADWAY WINCHESTER APPROVED FIRE HYDRANT 18" SQ - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREA5 BOND BREAKER ONE LAYER #15 FELT 18° STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 9/01 STANDARD FIRE HYDRANT INSTALLATION DETAIL NO. SCALE: NONE DETAIL NO. SCALE: NONE WD- 3 WD- 8 DATE: 9/01 PASS THRU ISLAND CG-6 0. 5' / Q 4 / 0.5' / / a 2 G-E d d EARTH (NTS) CG-6 CG-6 0. 5'3.0' as 0.5' a d 4 4 d d d r 4 d d d 4 0.5 a a ° 4 Q 4 d d 4 Q X/ X// /\ Xx\X\// X/ /xx/ 17 COMPACTED SUB -GRADE CONCRETE FUME DETAIL, TO 95% DENSITY NTS SCREW TYPE ADJUSTABLE VALVE BOX GATE VALVE CONCRETE THRUST BLOCK HYDRANT TEE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES STANDARD DETAIL NO. WD- 9 00 4 TYPICAL RESILIENT SEAT VAILVE INSTALLATION VALVE BOX AND BOOT SHALL BE CAIST IRON VALVE BOX COVER SHALL BE MARKEED "WATER" VALVE TOP SHALL BE FLUSH WITH FFINISHED' GRADE 18" X 18" CONCRETE PAD SHALL BE PI'LACED AROUND VALVE BOXES LOCATED OUTSIDE O)F PAVEMENT AREAS VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT 1811 MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES TYPICAL VALVE & BOX INSTALLATION DATE: 9/01 SCALE: NONE �PL'f H OF �MICHAi L M. ARTZ No. 1513 f ki tv 10 SURVE(0� Mi O U N z 0 N CC N � O O CHECKED BY: MMA AUGUST, 2006 SCALE: N/A SHEET 8 OF 8 VDOT GENERAL NOTES SELECT MINIMUM STANDARDS Rev. May 1, 2004 SELECT MINIMUM STANDARDSLU o EROSION AND SEDIMENT CONTROL NARRATIVE VDOT General Notes Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after cn cn V1. All work on this project shall conform to the current editions of and latest revisions to the final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within N � PROJECT DESCRIPTION Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the seven days to denuded areas that may not be at final grade but will remain dormant for longer z o This project outlines the construction of a 19,200 sf building, parking areas and facilities being offsite. Virginia Erosion and Sediment Control RRegull(a ions, and any other applicable state, federal or local than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for w a w trovelways.. Stormwater management are provided ag 9 regulations. In case of a discrepancy or conflict between the Standards or Specifications and more that one year. V) EXISTING SITE CONDITIONS Regulations, the most stringent shall govern. During the borrow be �'p J' 9p'�q �/- o U z w � z �� The site consists of light woods and slopes from the northwest to the southeast o an V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety p construction of project, soil stockpiles and areas shall stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary and ��F F Lq w 0 _ average slope of 7.4%. and Health Administration (OSHA), and Virginia Occupational Safety &Health (NOSH) Rules and protection o o v, . Regulations. permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentional) P p y 6'� y! `SJ �� o LIJ U LIJ o . ADJACENT PROPERTY The site is bounded b Industrial Drive to the southwest and by M1 zoned property on all y V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, transported from the project site. `�� (� 3 W cNn w cn w ►- c�i) w U o z other sides. shall be in accordance with the current edition of VDOT s Work Area Protection Manual. Furthermore, Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap OXON z O o o o w ' all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road sediment shall be constructed as a first step in any land disturbing activity and shall be made Q Q = f CRITICAL EROSION AREAS and Bridge Specificafions. functional before upslope land disturbance takes place. N �' z_ �' U - N � N z o lill There are no none critical erosion areas on this site. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private public utility Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions DEVELOPMENT w w � m w 0 z z o s� EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control companies. It is the sole responsibility of the developer to locate and identify utility facilities or items in the VDOT these does immediately after installation. SITE INDUSTRIAL NE (RTE. 881 V z Z o o w practices shall be constructed and maintained according to minimum standards and the VESCH be that ma be conflict with proposed construction activity. approval of plans not indemnify the developer from this responsibility. Underground utility lines shall be installed in accordance with the following standards in addition to DRIVE (RTE. 880) ``� _J � � Z a specifications of the regulations. The minimum standards of shall adhered other applicable criteria: PP � Q Q -I-- ~ ` to unless otherwise waived or approved by a variance. V5. Design features relating to field construction, regulations, and control or safety of traffic may w = � = N = N w z .� v STRUCTURAL PRACTICES be sub'ect to change as deemed necessary by VDOT. Any additional expense incurred as a result of Nall -No more than 500 linear feet of trench may be opened at one time. -Excavated material shall be on the uphill side of the trench. ! C L�J � ¢ � Q � Q � N Construction Entrance: A construction entrance shall be constructed in the location shown be the responsibility o the developer. any fie d revision h f placed -Flow from dewatering operations shall be filtered or passed through an L'i U O on the plans to assist in the removal of sediment deposits from construction traffic prior to entering the public right-of-way. V6. Prior to initiation of work the contractor shall be responsible for acquiring all necessary approved sediment trapping divide or both, and discharged in a manner that �i �_ i1: �_ LLJcn �, ;' VDOT land use permits for any work within VDOT right-of-way. does not adversely affect flowing streams or off -site property. Co o CO 0 co 0 `� 0 `O 0 `n 0 Sift Fence, Inlet Protection & Outlet Proteection: Will be installed as shown on the plans. V7. If required by the local VDOT Residency Office, apre-construction conference shall be -Material used for back filling trenches shall be properly compacted in order to minimize erosion and promote stabilization. -R�abilization shall be accomplished in accordance with the regulations. VEGETATNE PRACTICES arranged and held by the engineer and/or developer with the attendance of the contractor, various -Applicable safety regulations shall be complied with. � ; Top Soiling: Topsoil will be stripped from the site and stockpiled in on area determined in County agencies, utility companies and VDOT prior to initiation of work. r- N �- ID .- the field. Upon the completion of the project topsoil will be placed on all disturbed areas at a minimum depth of 4 inches. The contractor shall notify the local Residency Office when work is to beg in or cease Where construction vehicles access routed intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment DISTANCE TO THE INTERSECTION OF DEVELOPMENT LANE RTE. 881 IS APPROXIMATELY 573 LF. ( ) 0 0 �- N N for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior for requires is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at Temporary Seeding: all denuded areas !eft dormant for more than 30 days shall be to any required or requested inspection. the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and seeded with a fast germinating temporary vegetation appropriate for the time of year. See Table 3.31-8 - Acceptable Temporary Seeding Plant Materials. V9. The contractor shall be responsible for maintaining adequate access to the project from the transported to a sediment control disposal area. Street washing shall be allowed only after sediment T H OF adjacent public roadway via a construction entrance that is constructed and maintained in accordance Control Handbook. Furthermore, to is removed in this manner. This provision shall apply to individual development lots as well as to MANAGEMENT STRATEGIES with Section 3.02 of the Virginia Erosion and Sediment access larger land -disturbing activities. .p Construction of all sediment traps, sediment basins, sediment barriers, diversions, and other properties affected by this project shall be maintained through construction. The Developer shall sediment entrapments shall be the first step before any upslope land disturbane can have, within the limits of the Project, an employee certified by the Virginia Department of Conservation All temporary erosion and sediment control measures shall be removed within 30 days after final site VICINITY MAP 111 = 1000' begin, and shall be functioning properly. Earthen structures must be stabilized with s and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation controlstabilization or after the temporary measures are no longer needed, unless otherwise authorized by MICHAEL M. ARTZ and mulch immediately upon completion. Construction will be sequenced so that grading operations will begin and end as soon as possible. The contractor reserves the option to devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. the local program authority. Trapped sediment and the disturbed soil areas resulting from the No. 1513 construct erosion control measures within a limited drainage area prior to work in that area. (ie The contractor does not have to construct erosion control measures for the V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. PROJECT DATA:Q �) 19�0 entire site at the beginning of the project.) at the end of construction. TOTAL AREA OF SITE: 2.500 ACRES PROJECT: �(O� SURVE After achieving adequate stabilization, in the opinion of the local administrator, the V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a GENERAL NOTES CURRENT ZONING: M1 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION IN A PUBLIC RIGHT OF WAY. temporary erosion and sediment controls shall be removed and any areas disturbed during minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at COnfIICt CURRENT USE: VACANT PROPOSED this process shall be stabilized. points. P 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY. USE: WAREHOUSE OFFICE MATERIALS PERMANENT STABILIZATION V12. An unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountere7durin?g the course of construction shall be immediately brought to the attention of the 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND LEAVING THE SITE ANY ON PROPERTY THEMUSCOUNTYROADS AND BY THE DEVELOPMENT OF THIS SITE WILL BE THE 4. BUILDING HEIGHT ALLOWED: 60' MAX. Ail areas disturbed by construction, not otherwised stabilized (i.e. covered by structures or immediately following finish engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by RESPONSIBILITY THE DEVELOPER ALL DAMAGHBORING GE TO ORIGINAL CONDITIONS. 'VIRGINIA BUILDING HEIGHT PROPOSED: pavement) shall be stabilized with permanent seeding grading. from the engineer and approved by VDOT. 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK' SECTION 3.02. THE ALLOWABLE F.A.R.: 1.0 1. Seeding shall be done in accordance with the VESCH 3.32. An alterations this y See Table 3.32 - CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION OF THE PROJECT. 6. THE CONTRACTOR WILL BE RESPONSIBLE PROPOSED F.A.R.: 0.28INFORMATION: SITE - document shall be approved by the local erosion control administrator. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT FOR THE POSITIVE DRAINAGE OF THIS SITE. 7, THE CONTRACTOR IS RESPONSIBLE FOR DETAINING ALL REQUIRED LAND DISTURBANCE PERMITS PRIOR Site Specific Seeding Mixtures for Appalachian/Mountain Area. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall TO CONSTRUCTION. 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND GUIDELINES SET FORTH BY OSHA AND VOSH. BUILDING SETBACK REQUIREMENTS M 1 ADDRESS: INDUSTRIAL DRIVE - ROUTE 880 STORM WATER MANAGEMENT be present to Insure the sample obtained is representative of the location. When soil samples are submitted to laboratories for testing, the samples shall be clearly identified and labeled as 9. THE CONTRACTOR WILL N011FY ARTZ AND ASSOCIATES AT (540) 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND EXISTING SITE FRONT: 75' TM # 63 - 6 - 3 Storm water management facilities are existing and are located offsite. private belonging to a project to be accepted by VDOT and that testing shall be performed in accordance t CONDITIONS. 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY UTILITIES REQUIRED BY THIS SITE PLAN. , ZONED: M 1 i1 v� MAINTENANCE with all applicable VDOT standards and procedures. 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. RIGHT: 25 INSTRUMENT # 030029557 All erosion and sediment control measures will be checked daily and after each significant rainfall. They will be inspected for undermining, deterioration, erosion and excess deposited V14. All roadway fill base, sub rode material and backfill in utility/storm storm sewer trenches shall be � � � � � determined by AASHTO 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND APPROVED BY A REAR: 25 BUILDING SETBACKS PROPOSED material. AII deficiencies will be corrected immediately. Excess material will be spread on the site in a manner where it is not likely to erode in the future. compacted 9pacted in six �) inch lifts to 5% of theoretical maximum density as 99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL SUPERSEDES THIS NOTE IF PROVIDED. 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE FRONT: 122' OWNER/DEVELOPER: street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified test LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, LEFT: 26' All seeded areas will be reseeded, mulched and fertilized as needed to obtain an adequate independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of re PP, unless reports shall be submitted to VDOT daily, s ecified otherwise. MODIFICATION, OR REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND SPECIFICATIONS SET BY THE CITY OF WINCHESTER DEPARTMENT OF PUBLIC WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMIT'S AND COORDINATE RIGHT: 119, REAR: DA W50N PROPERTIES LLC. stand of gross. THE WORK WITH PUBLIC WORKS. 30' � V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 15, THE CONTRACTOR WILL CONTAIN ALL UTTER AND DEBRIS ON SITE THE WORK MUST BE !EFT IN AN ORDERLY MANNER AT THE END OF EACH WORK DAY. 601 LAKE D R and/or as specified by VDOT. 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE CONSTRUCTION PROCESS. 17. THE CONTRACTOR WILL NOTIFY ALL UTIUTY COMPANIES PRIOR TO EXCAVATION WITHIN EASEMENT'S. GREEN SPACE CALCULATIONS . WINCHESTER, VA 22601 V16. The installation of any entrances and mailboxes within an dedicated street right-of-way y 18. THE CONTRACTOR WILL S® AND STRAW ANY DISTURB AREA THAT WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. 19. ALL UTILITIES WILL BE UNDERGROUND. CONTACT #: (540)-722-9008 shall meet VDOT minimum design standards and is the responsibility of the developer. 20. ALL ourpooR LIGHTING MUST BE PROPERLY SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT of WAYS. TOTAL SITE AREA = 2.50 A* . 25 /o REQUIRED (2.50 Ac. 0.25 = )..........................0.63 Ac. V17. Prior to VDOT acceptance of any streets, alt required street signsge and/or pavement be by the developer VDOT discretion, by VDOT 51% PROVIDED 1.27 Ac. / 2.50 Ac. 1.27 Ac. PHASE 1) ( ) . • • "' ."' •' • • . • • • • .. markings shall installed or, at s on an account following the Manual On Uniform Traffic Control Devices. o 30 /o PROVIDED (0.75 Ac / 2.50 Ac )....................... 0.75 Ac. (PHASE �) SEAL AND SIGNATURE receivable basis EROSION AND SEDIMENT CONTROL NOTE5 V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior LOADING SPACE CALCULATIONS PLT H Or GENERAL EROSION AND SEDIMENT CONTROL NOTES to the start of construction. Copies of all invoices for materials utilized within any dedicated street be to the !acal VDOT Residency Office to the work. REQ 1 (LS) FOR BUILDINGS 30,000 - 100,000 ��� 1'1.Q `' right-of-way must provided prior acceptance of Unit and total prices may be obscured. ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR THEN 1 (LS) FOR EACH ADDITIONAL 100,000 SF �� c''d` ° '' ` FIRE MARSHALL GENERAL NOTES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a 625-02-00 Erosion and Sediment Control Regulations. 19,200 SF BUILDING (PHASE 1) �� MICHAEL M. ARTZ➢ 1. AN INSPECTION BY THE FIRE MARSHALL'S OFFICE WILL DETERMINE WHERE CURBING MUST BE PAINTED YELLOW. 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 ES-2: The plan approving authority must be notified one week prior to the preconstruction conference, one week prior to the commencement of land disturbing activity, and one week to the final inspection. 10,800 SF BUILDING (PHASE 2) 30,000 SF TOTAL TOTAL REQUIRED...............................................1 No. 1513 / technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, prior TOTAL PROVIDED „ 2. NO PARKING -FIRE LANE SIGNS WILL BE PLACED ON THE SITE unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be resent during the construction and testing of the densi 9 PP Y P 9 9 tY ES-3: All erosion and sediment control measures are to be placed prior to or as first step in clearing. ...............................................1 ** (LOADING SPACE PROVIDED WITH PHASE 1) � qy 0 O� AT THE FIRE MARSHALL'S DISCRETION. control strip. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. PARKING CALCULATIONS SURVE'f 3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION V20. As halt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and ridge Specifications. Density shall be determined using the density control strip as specified ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans, (including, but not limited to, off -site (PHASE 1) THESE PLANS ARE IN CONFORMANCE WITH COUNTY R HALL. AS DETERMINED BY THE FIRE MA S in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan WAREHOUSE 1 PER EMPLOYEE .............................10 OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION 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 resent during the construction and P g PP � P g approving authority. 4,200 AS SF OFFICE @ 1/250...................................26.8 PHASE ,. REQUIRED............ 27 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY TRIP GENERATION DATA • testing of the control strip. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and :26.8 PHASE 1 PROVIDED ........................................... 39 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SITE LAND USE: M1 - WAREHOUSE OFFICE / V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches sedimentation as determined by the plan approving authority. (PHASE 2) FREDERICK COUNTY PUBLIC WORKS APPROVAL BASED ON THE EQUATION Ln(T) = 0.75 Ln(X) + 2.87 WHERE X = 110 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 ES-7: All disturbed areas are to drain to approved sediment control measures at all times during !and disturbing activities and during site development until final stabilization is achieved. WAREHOUSE 1 PER EMPLOYEE .............................5 1,520 SF OFFICE @ 1/250...................................6.1 10 BEING THE NUMBER OF EMPLOYEES AND (T) REPRESENTING THE VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Brid a p foundation the founds PHASE 2 REQUIRED ............................................11.1 Q 12 AVERAGE VEHICLE TRIP ENDS. Standard PB-1. Where soft, yielding, or otherwise unsuitable Is encountered, ion desiggn and/or need for foundation stabilization shall be determined by the engineer and approved by ES-8: Durimg dewatering operations, water will be pumped into approved filtering device. PHASE 2 PROVIDED............................................14 U (TOTALS) AVERAGE VEHICLE TRIP ENDS = 99 VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. ES-9: The contractor shall inspect all erosion control measures periodicallyand after each runoff-producingrainfall event. An necessaryp� y repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. y REQUIRED HC PARKING......................................3 PROVIDED HC PARKING ..................................... -- ---- --� � SURVEY NOTES DIRECTOR DATE TOTAL PARKING REQUIRED.................................39 LL- V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or TOTAL PARKING PROVIDED.................................53 z H 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM A 9/18/95 as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these SOILS MAP y lilyt.,'`°` ' FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL LU � ~ SITE PLAN DONE BY GREENWAY, INC. APPROVAL DATE layout to be '` '' , : LANDSCAPING CALCULATIONS H H Ions in accordance with VDOT s installation criteria. Final approval of the guardrail given VDOT is W H by after grading mostly complete. r, 7. BUFFER SETBACKS INACTIVE LIJ r+s'1 ...................................................... N/A AC:TIVE.. lH H DC O CONTACT NUMBERS --- - - - PLAN REVIEWER DATE TOT`AL.......................................................... N/A w z (- INSPECTIONS DEPARTMENT NOTES DEVELOPER: JEFF DAWSON (540) 722-9008 �, g `. �y PERIIMETER LANDSCAPING (PHASE 1) 34 495 SF OF ASPHALT ~ Z j 1� ` FREDERICK COUNTY ZONING APPROVAL w Q ENGINEERING FIRM: Oa 1. REQUIRED 34,495/2,000' = 17.25 18 TREES L i Z � UV ARTZ & ASSOCIATES, PLC (540) 667-3233 a �' �'+ + ' # PERIMETER LANDSCAPING (PHASE 2) 10„154 SF OF ASPHALT REQUIRED 10,154/21000' = 5.01 5 TREES�/�¢Z. O Y ZONING ENFORCEMENT: >:. INTERIOR LANDSCAPING (PHASE 1) �.� W DEPARTMENT OF PLANNING (540) 665-5651 39 PARKING SPACES @ 39/10 = 3.9 4 TREES -_ ZONING ADMINISTRATOR DATE LU SITE INSPECTIONS: �`' 1 'R S -----, INTERIOR LANDSCAPING (PHASE 2) 14 PARKING SPACES 0UJ Q V m � DEPARTMENT OF INSPECTIONS (540) 665-5650 RESPONS BLE LAND D STURBER n i .t '�� �� � � � � t � � @ 14/10 = 1.4 2 TREES V TREES REQUIRED (PHASE 1)............................... 22TREES _ A,D TREES PROVIDED (PHASE 1) ............................... 23 TREES THIS SITE PLAN IS VALID FOR (5) FIVE Artz and Associates, PLC EROSION AND SEDIMENT CONTROL: RALPH SANTMYERS NAME: ,• �: } TREES REQUIRED (PHASE 2) ............................... 7 TREES YEARS FROM THIS DATE OF APPROVAL DEPARTMENT OF PUBLIC WORKS (540) 665-5643 TREES PROVIDED (PHASE 2)...............................7 TREES A Subsidiary of Valley Engineering, PLC LAND SURVEYING LAND PLANNING DEVELOPMENT 16 East Piccadilly Street 13987 CERTIFICATION #"'' ' l ', TREES REQUIRED (TOTAL) .................................. 29 TREES SANITARY SEWER AND WATER: "'' # + TREES PROVIDED (TOTAL) .................................. 30 TREES WINCHESTER, vA. 22601-4740 CITY OF WINCHESTER (540) 667-1815 DATE: 05/14/08 4^, �x PLAN SHEET INDEX TEL 540-667-3233 FAX 540-667-9188 TELL FREE , 800 755 7320 - - - CITY OF WINCHESTER PUBLIC UTILITIES APPROVAL TELEPHONE: VERIZON (301) 954-6282 -' �,. ` COVER SHEET 1 AUGUST, 2006 THE RESPONSIBLE LAND DISTURBER �` 'r ° EROSION AND SILTATION CONTROL PLAN 2 ELECTRIC: ALLEGHENY POWER (800) 654-3317 IS THE PARTY RESPONSIBLE FOR � � F ��'�`-� 9 �� � EROSION AND SILTATION CONTROL DETAILS 3 k s :� DIMENSIONAL PLAN 4 GAS: SHENANDOAH GAS COMPANY (540) 869-1111 I LAND CARRYING OUT THE LAND DISTURBING _ - 32B-OAKLET SILK LOAM, 2 TO 7 PERCENT SLOPES. GRADING & UTILITYPLAN 5 LANDSCAPING PLAN 6 ------- -- - - CITY ENGINEER DATE PROJECT #21796 MISS UTILITY: 1-800-257-7777 ACTIVITY AS SET FORTH IN THE PLANS. 6C - CARBO-OAKLEY SILK LOAMS, VERY ROCKY, 2 TO 15 PERCENT SLOPES. COMPUTATIONS, PROFILES & DETAILS 7 SHEET 1 OF 8 SITE DETAILS 8 I / OUTFALL NARRATIVE a Z THE SITE IS 2.50 Ac. WHICH DRAINS FROM THE NORTHWEST TO THE SOUTH- p.. EAST. WE ARE DIRECTING STORM WATER FROM THE SITE INTO TWO GENERAL AREAS, (1) TO A PROPOSED DITCH ON THE WESTERN SIDE OF THE SITE, WHICH a o 0 tzi ^ co N THEN DISCHARGES INTO AN EXISTING DITCH ALONG THE FRONT OF THE SITE. �.., a W corn _ _ _ _ THE EXISTING DITCH IS ADEQUATE TO HANDLE THE 2yr & 10yr POST DEVELOP- o J I - MENT FLOWS. THE STORM WATER THEN FLOWS THRU A PROPOSED 24" CLOSED v w Z N CONDUIT WHICH DISCHARGES INTO AN EXISTING DITCH 0F ADEQUATE CAPACITY S AT THE SOUTHEAST CORNER OF THE SITE. (2) SHEET FLOWS ACROSS PARKING N > M LOT AND IS CARRIED ALONG PROPOSED CURB & GUTTER UNTIL IT ENTERS A 3 > o L M W C. m.~�.° WIDE, 6 DEEP CONCRETE FLUME WHICH THEN DISCHARGES INTO THE EXISTING o DITCH AT THE SOUTHEASTERN CORNER OF THE SITE. STORM WATER FROM AREAS Z o I I I I (1) & (2) THEN JOIN IN THE EXISTING DITCH OF ADEQUATE CAPACITY AND FLOW .� It I EASTERLY INTO THE EXISTING APPROVED SWM POND. THEREFORE, IN OUR OPINION Z OFF EX Dg,�ENT�ON I I I I -To I / ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET, WITH NO DOWNSTREAM a w I A-26 Sp,C C I- - - - �� I ADVERSE IMPACT. I � _ d Z w I ap I I S 52*00' 16" E 269.49' I \ I � �2 -, , a ----< - - - - - - - - - - - - - - - - -------- 100 50 0 100 200 PHASE I _ BUILDING I OFFICE Z SCALE: 1" = 100' PHASE 2 USE GROUP: 00 BUILDI NG B-BLDG. DD I OFF SITE DRAINAGE MAP �: 00G (1,520SF) WAREHOUSE CL FF = 780.25 USE GROUP: F1-FACTORY OFFSil Del ,t4T N NON-SPRINKLERED Sp EX � (9,280 SF) P.010 p,G. FF=780.25 Q �� Sa' I Z PHASE TWO ��� 1 � PHASE TWO V �, ..er .t....u.: _.. ,�.,. PHA E ONE NOTE, o PHASE ONE S O SWM BEING PROVIDED OFFSITE IN AN --� PHASE 1 N _ � I � Q H CONST. TYPE:213 \SE ENt�O pNs oEt EXISTING DETENTION POND, CONSTRUCTED0 Ix � H > USE GROUP: F1-FACTOR So EX' _ UNDER AN APPROVED SITE PLAN BY w � � NON-SPRINKLERED P`022 - -- GREENWAY, INC. AND DATED MAY 24TH, 1995. WAREHOUSE 0 Z C•0 9 _ (6,000 SF) ° 2 ,, a LL H D 9 )'1 M -g• 5 GFS a . � 1Q� Ub FF=780.25 ap ri$ k�a�a;. r U E TIN J ONSEX• EVEN -'C..�� �;.`) �� .� ui � SASE pAP�NS cc r A#a I ,^ H �+ ! W DC W Q o O o ROOF r� r s I L I PG PHASE 1 G.p.90 Q U a I a- .0.22 1-6.8 g2 G � LL w G-p g0 CONST. TYPE:2B CD, aa`8 U _ _ � Z ;n I �.g.80 2 GFS USE GROUP: F1-FACTORY �' Q c`0 5 NON-SPRINKLERED l RUNOFF COMPUTATIONS Q °° o WAREHOUSE % 1.00 Ac. © 0.35 Z Q' (9,000 SF) / 1.50 Ac. © 0.90 . { z FF=780.25 D 1.00 Ac. / 2.50 Ac. = 0.40 x 0.35 = 0.1400 H .. . � . . �.... c(o IN 1.50 Ac. / 2.50 Ac. = 0.60 x 0.90 = 0.5400 • PIN re: 1 1...-STORY o fi t OFFICE WEIGHTED C�, � 1: = 0.68 USE GROUP: B-BLDG. PRE-DEV. SITE DISCHARGE I ZONED: ��r� 1ui (4,200 SF) I3 ,..,�� ' 2yr. 2.50 Ac. x 0.30 x 5.30 = 3.98 CFS E. ' l v 0 �, �:� IA FF=780.25 D y - i ._ 1 Oyr. 2.50 Ac. x 0.30 x 6.80 - 5.10 CFSLn I C z N Io 0 m POST-DEV. SITE DISCHARGE -' - - � 105 to 2 50 Ac x 0 X ` s9 2yr. .68 x 5.30 = 9.01 CFS _. FS�TE " e 0X 64 10yr. 2.50 Ac. x 0.68 x 6.80 = 11.56 CFS NTH of OF �< -to EX Pc. Ik >I SWM PROVIDED OFF -SITE G MICHAEL M. ARTZ -g 8031 No. 1513 cc 0A ,il. I RUNOFF COMPUTATIONS TO ST #1 gtia I suRVEo�0 S° EX _-_i__._!....__ ... _ /- I DRAINAGE AREA = 2.35 AC. I 0 21 Pp' I �'�"�-- - REQUIRED STORAGE = 315 CY. c„ -oa5 �� STORAGE PROVIDED = 100' X 35' X 3' - 388 CY. w -g 80 CFS - - z o w as og a REQUIRED LENGTH OF STONE FILTER 6 PER AC. 14.10 LF. o v) 00 00 PROVIDED LENGTH OF STONE FILTER = 14.10 LF. gA QUi Ui �o::�oLJ 0' p0 ----- /� w cn cD ., OPN 50*56'15" W 9. --- - o���c�wI 27 T�- - - N w� m� v O z W U v INDUSTRIAL DRIVE - ROUTE 880 CE sH RACK INDUSTRIAL DRIVE - ROUTE 880 a- u � v 6 S RI O�-DD%�Y 0' TI IG - F- - w��Jz< 1 J J Q Q J Q 2 POSTED SPEED LIMIT = 25 MPH POSTED SPEED LIMIT = 25 MPH w = J = w z ;y =� V)Q w LJ� Cl:'w w �cl� , 000000 r J FVC 'INC 2No n +� '� � o;; {p.'€ , Syr �° 1 � 1� S " �` CHECKED BY MMA CD 30 15 0 30 60 AUGUST, 2006 cl SCALE: 1 "=30' D IS SHEET IS FOR EROSION AND 5ILTA_ 0 PURPOSE.5 ONLY.1 cn % I SCALE: 1 " = 30' SHEET 2 OF 8 EXISTING GROUND STONE CONSTRUCTION ENTRANCE FILTER CLOTH 12' MIN* 1111EX11►1 A 6" MIN. -J A SIDE ELEVATION 70' MIN, B WASHRACK 10' MIN. (OPTIONAL) POSITIVE DRAINAGE VDOT #1 COURSE B TO SEDIMENT AGGREGATE TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION pl ANI \/IF-IAI FILTER CLOTH REINFORCED CONCRETE ESD-302 12' MIN. SECTION A -A SECTION B-B EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) EXISTING - PAVEMENT i 10' MIN. RAIN SPACE 4 3" MIN. CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 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 IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. �C_ FLOW Ed11 I' � II EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adopted from Installation of Straw and Fabric Filter Barriers for Sediment Control, _Sherwood k Wyon -- PLATE. 3.05-1 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT L FLOW OPTIONAL STONE COMBINATION �VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC CLASS I RIPRAP PLATE. 3.08-1 PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL 3d o (MIN.) 'IPE OUTLET TO WELL 1EFINED CHANNEL U 7 d SECTION A -A FILTER CLOTH KEY IN 6"-9 RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa SOUTHb PLANT SPECIES 3/1 511 8/15 2/15 511 9/1 CHARACTERISTICS Acre 1000 ft` to to to to to to 4/30 8/15 11/1 4/30 9/1 111I5 OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g., Noble). Avena sativa not less than 50 lbs.) RYES 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for late fall seedings, winter 5ecale cereale) not less than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. I lb. - X - - X - Warm -season annual. Dies at first Setaria italica frost. May be added to summer mixes. ANNUAL RYEGRASS` 60 lbs. lwk lbs. X - X X - X May be added in mixes. Will Lolium multi-florum) mow out of most stands. WEEPING 15 lbs. SIk ozs. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes (Eraerostis curvula and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. 1112 X X - X X - Warm season annual legume. LESPEDEZA` lbs. Tolerates acid soils. May be (j&_soedeza stinulacea) added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May not be planted between these dates. TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acre Minimum Care Lawn - Commercial or Residential 175-200 lbs. Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% High -Maintenance Lawn 200-250 lbs. Kentucky 31 or Turf -Type Tall Fescue 1000/0 General Slope (3:1 or -less - Kentucky 31 Fescue 128 lbs. Red Top Grass 2 lbs. - Seasonal Nurse Crop * 20 lbs. 150 lbs. Low -Maintenance Slope Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * 20 Ibs. - Crownvetch * * 20 lbs. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 1.6th through October ...................... Annual Rye November through February 15th ................... Winter Rye * * Substitute Sericea lespedeza for Crownvetch east of Fart-nville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. EROSION AND SEDIMENT CONTROL NARRATIVE: 2.500 AC. TOTAL PROJECT DESCRIPTION THIS PROPERTY IS LOCATED ON INDUSTRIAL DRIVE IN FREDERICK COUNTY. THE SITE AREA IS 2.500 ACRES TOTAL, WITH APPROXIMATELY 2.50 ACRES BEING DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF CONSTRUCTION OF AN OFFICE BUILDING, A WAREHOUSE, PARKING LOT AND ASSOCIATED APPURTENANCES. EXISTING SITE CONDITIONS SITE CONSISTS OF SPARSE HARDWOODS AND OVER GROWN FIELDS. THE PRE -DEVELOPMENT RUNOFF COEFFICIENT IS CALCULATED AT 0.30. THE POST- DEVELOIPMENT RUNOFF COEFFICIENT IS CALCULATED AT 0.68. EXISTING SOILS HAVE SLIGHT TO MODERATE EROSION HAZARD PER THE FREDERICK COUNTY SOIL SURVEY BOOK;. ADJACENT PROPERTY THE SITE IS BOUNDED BY M-1 ZONED PROPERTY OR ROADS ON ALL SIDES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED VIRGINIA ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE EROSION AND SEDIMENT CONTROL HANDBOOK. GRADING WILL. COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN PLACE. STRUCTURAL MEASURES PHASE I OF E & S MEASURES: A CONSTRUCTION ENTRANCE (3.02) WITH CULVERT SHALL BE PROVIDED TO THE PROJECT AREA FROM INDUSTRIAL DRIVE. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT DURATION OF CONSTRUCTION. SILT FENCE CULVERT INLET PROTECTION (3.08-1) & PIPE OUTLET CONDITIONS (3.18-1) TO BE INSTALLED FOR ENTRANCE CULVERT. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. DIVERSION BERMS MAY BE INSTALLED IN LIEU OF SIILT FENCE, WITH APPROVAL OF FREDERICK COUNTY E&S ADMINISTRATOR PER VESCH MANUAL. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II OF E & S MEASURES: ALL CONTROLS INSTALLED IN PHASE II & III TO REMAIN FOR THE DURATION OF THE PROJECT. EACH NEW PHASE SHALL INSTALL A NEW CONSTRUCTION ENTRANCE. CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. UTILITY CONSTRUCTION PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT F-INAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PEFRMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE: LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER IMMEDIATELY AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOUIRS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIO)D. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. SILT FENCES AND FILTER BARRIERS SHAUL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. SHOULD THE FABRIC ON A SILT FENCE OIR FILTER FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. CONTRACTOR SHALL SCHEDULE FOR A PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING ANY EARTH MOVING ACTIVITIES. 2. CLEARING AND GRUBBING FOR SEDIMEN\IT CONTROL DEVICES ONLY. 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. -- (SILT FENCE, CE, IP & OP) 4. OBTAIN INSPECTOR'S APPROVAL PRIOR' TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE.. 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE DEVICES WITH SEDIWENT CONTROL. 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. REMOVE EROSION AND SEDIMENT CONITROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. STORM WATER POLLUTION PREV/ENTION NOTES 1. THIS SITE PLAN SET IS TO BE INCORPORATED AS PART OF THE STORM WATER POLLUTION PREVENTION PLANS AND PERMIT. 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORM WATER DISCHARGES. 3. EROSION CONTROL MEASURES SHALL B3E INSPECTED BY THE RESPONSIBLE LAND DISTURBER TO ENSURE THEY ARE OPERAITING CORRECTLY. DISCHARGE AND DOWNSTREAM LOCATIONS SHALL ALSO BE: INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PIREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL MEASURE'S NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDED, IMPLEMENTATIONI SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATED STORM EVENT. 4. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR PREPARING INSPECTION REPORTS PER PART II, D., 4.,, C. (INSPECTIONS) AS REQUIRED BY THE PERMIT. 5. THERE ARE NO KNOWN, NONSTORM WATER DISCHARGES ASSOCIATED WITH THIS PLAN C E CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02) C I P CIULVERT INLET PROTECTION (STD. & SPEC. 3.08) 0 S F SILT FENCE (STD. & SPEC. 3.05) O P 0)UTLET PROTECTION (STD. & SPEC. 3.18) J H LQ 1 w j V .J UjOQ �z F� ~ o� Z _j oc Oqql< H> V p[ z Ix �Z �� O o :E "::) Q O �- Uj Y V J LU H Q a IX p LO V Li ad Y LL_ Q Z m O H o H W �PLT H OF MICHAEL M. ARTZ y No. 1513/1 SU V E't O� 0 R _ �C"vn�z ,, E ,, lu �oF-o w . Q J Q = NZ�=�zo p� w U w Z N w::�im�UCD t� z wu Cif �o�o� Cn w_$i__j < cto:Q�acjo�~ ,y w = J = w Z a- cnQcna-Q �=� v) V oQCnQo wMi0!��w�j (n Q (n >L`':2w» w 00� Q:� w w [if [-_u,LTOfw d gillilllll CHECKED BY: MMA AUGUST, 2006 SCALE: N/A SHEET 3 OF 8 PHASE TWO PHASE-ONE- 3 6 & ZONED: MA 503 10' SHENANDOAH GAS CO. ESMT (CASE # 1495) 0 0 W m m to Z� Q p z_ p WO J I m W LO N � F� 4- 0 Z I APPROXIMATE LOCATION OF 6" PLASTIC GAS LINE / (LOCATION TO BE HORIZONTALLY & VERTICALLY —/ FIELD VERIFIED PRIOR TO BEGINNING CONSTRUCTION) G G G G G G G ---- G 'N �: a : ' I � :° ""�jl . rl" LLB;` P y yy rq g S 52*00' 16" E - 269.49' PROP. CG-6 or7I RI iii niw, gFTRAC.K PROP. MONUMENT SIGN co _ 10' HIGH BY 10' WIDE o cll G G 162.194 G N 50*56' 15" W - 269.45' INDUSTRIAL_ DRIVE - ROUTE 880 60' EXISTING RIGHT-OF-WAY — — POSTED SPEED LIMIT = 25 MPH — — _ PIN 75 ._ --_ : I ' C PROPERTIES INC.' iNOTE BUILDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE BUILDING CODE AND SECTIONS 306, USE GROUP F (FACTORY AND INDUSTRIAL) AND USE B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2003. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLEASE CONFIRM THAT THE FUEL DISPENSING PUMPS) ARE LOCATED AWAY I FROM THE STRUCTURE IN ACCORDANCE TO NFPA 30, 301 AND THE INTERNATIONAL FIRE PREVENTION CODE. FIRE WALLS SHALL COMPLY WITH 907 IBC. HC PARKING SHALL BE A MIN, 8' x 8' STRIPED VAN ACCESSIBLE AT THE PHASE 11 LOCATION. PLEASE NOTE THAT THE SIDE WALK ON THE ACCESSIBLE ROUTE SHALL SLOPE AT LESS THAN 1' IN 20' AT ELEVATION CHANGES OR SHALL BE DESIGNED AND PERMITTED AS A RAMP PER ICC/ANSI A117.1-03. EGRESS DOORS SHALL MEET THE REQUIREMENTS FOR REMOTENESS PER THE IBC CODE (1/2 THE DIAGONAL OF THE ROOM DISTANCE APART MEASURED AROUND THE WALL.) PHASE 11 DOES NOT SHOW THE CORRECT LOCATION SEPARATIONS UNLESS AN INTERIOR EGRESS DOOR CROSSES THROUGH THE FIRE WALL. DESIGN PROFESSIONAL LIC. IN VA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ECT.) 0 w zo Q w w O m � O �- w I In Q �z U cn I w � I Z �o w J I PHASE TWO .PHASE ONE o Y' w U z o QI o m cl-w ui m � �. CD WCD Z ct� Z J. CD m I LLJ Z n L O N. I wLJ J i� cn co U d- WW ICO J c, oZ �o Q m� � O w (n m O U � Z �O W W 0-� W 25' BUILDING SETBACK — �. �S T w� 4 �" � J 75' BUILDING SETBACK 0 0 O NOTE: 1. ALL RADII DIMENSIONS ARE AT THE "FACE OF CURB" I F/--"FNIrll DENOTES CG-6 PIN 63-6--15 f 7 � , _ Dill ED a Nil I. ll`,�E: INI)USTRIAL D13. 841 l' (G. 18 19 G G G G G G G G INDUSTRIAL DRIVE - ROUTE 880 � o — — — 60' EXISTING RIGHT-OF-WAYcd POSTED SPEED LIMIT = 25 MPH p I ^`M . r,���. USE. iP� g Sryyr G G- G G 30 15 0 30 60 SCALE: 1 " = 30' MICHAEL M. ARTZ No. 1513 SURVO w w ;� W cn � w o CL cn �. U W LD Q 0 Li f .J � cn CD W �1 w CD w w o CD x o — o O w Q J Q = _ " cn z�J�Z o �WUwoz CD CD � zO�Ocari� u Q W =-1=wZ 0-V5Qcna-Q•j =� oQC/�Qo w ::�F Q� ::E w c cn Q � w � w > OJ wWW e �L- LCE�� CHECKED BY: MMA AUGUST, 2006 SCALE: 1 "=30' SHEET 4 OF 8 ICC PROP. 4" SAN. LAT. INV. Kl\ 1 -7 -7 t .44 INV. N 82.50 75 INV. (')Uli = 782.40 S52*00'1 6" E 78B 269.49' c X. 8" SANITARY SEWER APPROXIMATE LOCATION OF E 75 �8078 E8 2 80 25 + 50 PHASE TWO 1 00 C14 00 00 0 KD PIN 63­6­-''2 ECOMANO 'KAR-10 J & LEOCADIA Z O.N ED: M I 'USE: INIMSTRIAL [) B, 8,9 4 P G. 503 co in Q 0CD co /-io a- F cl� 0 0) fe) I z CD CD PHASE BUILDING OFFICE USE GROUP: >1 B-BLDG. PHASE 2 (1,520 SF) BUILDING FF=780.25 CD WAREHOUSE CD CD USE GROUP: F1 -FACTORY NON-SPRINKLIERED (9,280 SF) FF=780.25 C/O INV.= 0) 774.23 ?5 80 750,- 2 INV Z� 120.00' 10 PHASE CON ST. TYPE:2B 76 _25 (D USE GROUP: F1 -FACTORY o NON-SPRINKLERED WAREHOUSE _L5 76 (6,000 SF) 00 ,83 HIP FF = 780.25 80 15 110 PHASE CONST. TYPE:2B USE GROUP: F1-FACTORY LLJ 8015 > WAREHOUSE :2 Lj 15 = cf) SF) 80 BC o FF -_ 780.25 Li 6 cr) 80 T-c LLJ 15 u -,zc 80 PROP. a- u� cl- > I " DOM. WATER-\ I 1-STORY PROP. 5, F LAT OFFICE 1 " W/M CD �Typ 1 c� USE GROUP: B-BLDG. Lc-) OF 3) (4,200 SF) ' _L5 780 FF=780.25 15 V80 55 c') Q0 79 _0 cn 4 _--z cd 0 CO 0:) �5 9 25 79— BC + P R 0 P, E F)�.� 2rr 7925 77-Up < 38 LF TRENCH D_Al N V) Lr_ SEE, DETAIL SHEET -8 F_ - 0 m a- 00 IF- PROP. 20' WATER ESM 75 Zo BC CD Go /<00 7 78 C 6 7 BC BC 80 5 -So < (y C-) 7— 74 75 PROP. + 00 F7ASSEMBLY + Q� 00 72 7 _Q� co co 75 50 + _116 BC P, CD 0 __1 , � 1�4_ ��P80-L' 00 800 i80 75 'IB 100 C )0 00+1. IL) 00 r 1 76 75TC C"i PROP. f1ti W EWALW r 7 'y D BC C) \\\I \ il� \ " 1, ­111 1-1­ 1-1111 11 r- Lr?f '9 ;J05 P 0 Cu 7b' 79-1 B �TC @) 70 7 3 179 B 25 -e C 22 Ot, 0 iki 70' +,74- 7 B BC - BC BC B + 15 9— 20 50 79TC BC BC 74 BC 10 SHENANDOAH GAS CO. ESMT. 78 (CASE # 1495) 15 9 BC 00 4-70 Li 74 �11� r-/ I BC W ! 741 C +7, 75 z C) U� Lj 1 1 p 17 BC z CD 79f5 1 V) :5 - C 1 4 Li 00 c 80< + L APPROXIMATE LOCATION OF 6" PLASTIC GAS LINE, -, _j 01 72TU (LOCATION TO BE HORIZONTALLY & VERTICALLY PROP. MONUMENT SIP, 3: V) _�j 7BC FIELD VERIFIED PRIOR TO BEGINNING CONSTRUCTION) 10' HIGH BY 10' WIDE - 50 00 f 00 72TC 50 70 CD BC+ 1 00 i ��6 � �� ik � ��2 � � G G G_ G 50 5 0 FHI-j� G . . ... ..... . .. is-,- G . ... .. 69 + 68 90 N 50*56'15" W - 9- 10 747NV APPROXIMATE LOCATION OF EX. 8" W Ek-�'V&,.1— EX-V& EX-�A(L EX-WL — EX-V& EX EX-WL EX-Wt EX-WL -y EX----V& - EX-W_ WL i 00 37 71 89 66 INV 69 qp INDUSTRIAL DRIVE — ROUTE 880 BC PROP. 6" WL7 60'EXISTING RIGHT—OF—WAY PROP. 80'-24" RCP POSTED SPEED LIMIT = 25 MPH CL III @ 1.25% ss APPROXIMATE LOCATION OF EX. 8" SANITARY SEWER PIN 75—A--ID PIN Ill, A- iA FVC PROPERTIES INC FVC Pf" A...sY INVIE"STMENTS LLC ZONED: M1 L t— jlp 1, ZONE"' M I USE. INDUSTRIAL 'SE: USE: 1ND U"�,ITRIAJ, INST. # 040017077" 4 1 8 6 EET IS FOR C7RA[)ING PURPOS 5 ONL�j 75 75 BC co _Lj LLJ (-n D- � _j 7D < c-) C:) I— — LAJ LL 2- LJ 7 LJ LLJ LLJ LLJ cn fl� Ln C) -75 " cL BC Ali APPROXIMATE LOCATION OF EX. 8" SANITARY SEWER tis PHASE TWO PHASE ONE (3, ­4 P1"'.(-')J1ERTIES,, LLC. )NEB: 'M1 I \ 316'-8" PVC SCH 40 1 @ 2.22% , 50 50 00 :)5 INV 00 66 INV IND .11STRIAL 3 .111029557 LEGEND DENOTES CG-6 INXIMMIMMIN PIN" 63-6--5 MOXON AND CO. OF DEIJ_ iNl(l, ZONED: M1 USE: INDI.TSTRIAll: B. 841 PG. 181.7) NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE VERTICAL & HORIZONTAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE LOCATION IN THE FIELD AND THAT AS SHOWN HEREON, AND WAIT FOR DIRECTION FROM THE ENGINEER PRIOR TO COMMENCING WITH FURTHER WORK. 2. WATER AND SEWER SERVICES PROVIDED BY CMY OF WINCHESTER. G G G G 30 15 0 30 60 mmml SCALE: I" = 30' 0' ,VT H OF MICHAEL M. ARTZv No. 1513 <' I I I I I I ( O) I SUR\400�� CHECKED BY: MMA AUGUST, 2006 SCALE: 1 m=30' SHEET 5 OF 8 In 1z PHASE TWO I i. •",, F. "" _. y :$ 1 0 1,p 2 & �.d .i i.i ti.,r.t3.Jr k t`'L ; a 1 f) TSrT1 IA _z >s- l° e II S 52'00' 16" E — 269.49' PHASE 2 BUILDING OFFICE USE GROUP: �> B-BLDG. PHASE 2 (1,520 SF) BUILDING F=780.25 F WAREHOUSE USE GROUP: F1-FACTORY NON-SPRINKLERED (9,280 SF) FF = 780.25 PHASE 1 CONST. TYPE:213 USE GROUP: F1-FACTORY NON-SPRINKLERED WAREHOUSE (6,000 SF) FF=780.25 PHASE 1 CONST. TYPE:213 USE GROUP: F1-FACTORY NON-SPRINKLERED D WAREHOUSE (9,000 SF) FF=780.25 1-STORY OFFICE USE GROUP: B-BLDG. (4,200 SF) FF = 780.25 v►T j !i N 50*56' 15" W — 269.45' INDUSTRIAL_ DRIVE - ROUTE 880 60' EXISTING RIGHT-OF-WAY POSTED SPEED LIMIT = 25 MPH UiT 04001.7077 SE 1�T IB,, I.; STE q:1.�-�.1.. INST. 400 1. €"0 qJ"dy u I "nM PHASE TWO PHASE ONE I PIN 63 .6-4 1,�DAWSON PROPERTIES, LIX. 'W J �r- II Ln rn 0 <n �PO m ul _ INDUSTRIAL DRIVE - ROUTE 880 60' EXISTING RIGHT-OF-WAY POSTED SPEED LIMIT = 25 MPH }'p7 a S a_a .' S r 96 EET IS FOR LANDSCAPING PURPOSES ONLY!!! PHASE I PLANT SCHEDULE SYMBOL QUANTITY COMMON NAME HEIGHT LOCATION ® 8 WHITE OAK 2" CALIPER PERIMETER 15 EASTERN REDBUD 2" CALIPER PERIMETER AS REQD. EVERGREEN HEDGE 3' HEIGHT PARKING LOT PHASE II PLANT SCHEDULE SYMBOL QUANTITY COMMON NAME HEIGHT LOCATION 40 7 WHITE OAK 2" CALIPER PERIMETER ZONED: Mi. t USE: INDUSTRIAL BB. 84.1 PGA 189 TYPE SHADE TREE SHADE TREE HEDGE TYPE SHADE TREE 30 15 0 30 60 -- SCALE: 1 " = 30' too H U Z ui" �Q Q �Z v F-1 > Z �Z CL LL �0 Q V In Lij v Q wa v a- 40 Z U LL► z SL ix U LL Q m _T H OF MICHAEL M. ARTZ v No. 1513 f � SURVE' _;/ :5 w 0 o L o z '� Q m w cn 0 0 o w J O � LLJ Oj W ���� W�W� � CD cW Q=Q C��C/� C15 F-- z z Cwvw0z (n LLJ �J ��z ::5m�UCD i. zoa- cy- z�U _J J Q Q Q J Q C�f ~ `.3` W = = Lw z a- 0- a_ (f) Q L Q � % W cl:� 0:� LLJ W �w Li LTA W m• • • • • m 101111mg CHECKED BY: MMA AUGUST, 2006 SCALE: 1 "=30' SHEET 6 OF 8 w 0 z_ w 10 780 �� 780 775 _ 775 - -_ EX. PROP. GRADE GRADE 77 �' 770 1.65',� 80_24„ Cp 765 57. 765 �o O 760 n v, CD 760 H II II � O O I I z CDCD z CD Z o 10+00 10+50 11+00 STORM PROFILE: STRUTURE 10 - 9 1 " = 50 ' HORZ I" = 5' VERT 780 780 _ CIL 1.0' DEPTH 775 �`', 775 770 770 10+00 10450 X-SECT 11A"-"A" 1 " = 50 ' HORZ I" = 5' VERT A 2.92 AC. S 5. 00% D 0, 47' (10 YR) N 0. 01 V 4.21 FPS (10 YR) SIDES = 15: 1 Q= 13.90CFS (10YR) Q = 104.50 CFS (CAPACITY) 775 775 _ WATERLIN 770 �' 45,--8 .I.P. 770 765 765 Q W N 760 - rn 760 ii Li I II ( I O � Z 10+00 10+50 11+00 11+50 12+00 WATERLINE PROFILE 1 " = 50 ' HORZ I" = 5' VERT 770 770 765 CL 1.0' DEPTH ��� ` ��� 765 760 7160 10+00 10+50 X-SECT "B"-"B" 1 " = 50' HORZ I" = 5' VERT A5.50AC. S 5. 00% D 0.73' (10 YR) N 0.03 V 4.99 FPS (10 YR) SIDES = 8:1 Q = 24.21 CFS (10 YR) Q = 55.53 CFS (CAPACITY) CITY OF WINCHESTER PUBLIC UTILITIES FIRE HYDRANT TESTING DATA SHEET Date of test r 07 Name/organization of person performing test Fire hydrant "A" location Fire hydrant uB" location %%"A�-��IL- H drant "A" Static pressure(psi) 4* -!5 H drant "B" Static pressure(psi) 15 f� i Hydrant "B" flowrate m P!! � CZ.} "niozZLG H drant "A" Residual pressure(psi) Pressure conversion calculations: (S - R2)0.54 Q2 = Q 1------------------------ (S - R1)°.54 where Q, = flowrate at hydrant "B" Q2 = calculated flowrate at 20 psi residual S = average of the two static pressure readings R, = residual pressure reading at hydrant "A" R2 = 20 psi The hydrant "B" flowrate at 20 psi residual pressure is /I gpm, FROM POINT TO POINT DRAIN. AREA ACRES RUNOFF COEFF. C CA INLET TIME MIN. RAINFALL INTENSITY IN./HR. RUNOFF Q C.F.S. INVERT ELEVATIONS (ft) LENGTH FT SLOPE FT/FT DIA. IN. n CAPACITY C.F.S. Actual Vel In Pipe FPS FLOW TIME SEC. REMARKS INCREM. ACCUM. UPPER LOWER 10 9 2.92 0.35 1.022 1.022 1 5 6.80 6.95 766.00 765.00 80 0.0125 24 0.013 1 25.0 6.0 - CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES BACK FILL MAY DE EXCAVATED TRENCH MATERIAL EXCEPT HIGHLY AND ORGANIC SILTS k CLAYS FREE OF ROM DEBRIS 3 STONES LAR^„ER THAN 3" DLhMETER VDOT CLASS 111 57 BFDO'.NG r -� OPTIONAL STEEL POST` ,u' '--+L�-i - POST COVER r , --- 2 X 4 FENCE RAIL PLAN r-T� i X 4 1-25 X 102MMI 1 X 5 [25 X 152MMI OR! X 6 [25 X 152MM] FENCE BOARD 8'-0" [2438MM] SECTION WIDTH CTR TO GTR ]-/ (16 BOARDS & 0 SPACES) / 4 PLAN DETAIL 9 3/4" [248MM] (4X SCALE) ----- -- - - - - - - - - - - - - IIII STEEL POST IIII III! IIII 2'-3 1/4" [692MM] IIII IIII IIII IIII IIII -\� IIII [51 X 102MM] - _ 6' [ 1829MM] FENCE RAIL 3X I - - _ - _ - _ - _ - IIII - I I IIII IIII [692MM] IIII I IIII IIII IIII IIII IIII Ill! 9 3/4" [248MM] IIII IIII I (! I 1 III! 1 6" [152MM] FENCE BOARD I IIII 12" [51MM] 2'-6" [762MM] I I I IIII I I IIII 1 NOM I I 1 1 1 I 2' [610MM] I IIII I I IIII I I I I I 1 !III 1 FENCE SECTION ELEVATION I IIII L �' J _ _l_ t1lJ I I I LL1 I END VIEW L - J 10" [254MM] L - J NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2, SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER HALCO ONLY. 3. FOOTING WIDTH TO BE 10" [254MM]. MINIMUM DEPTH 30' [762MM]. 4. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD. POSTMASTER STEEL POSTS MASTER for Rood 6' SOLID BOARD FENCE DETAIL BY: JRR DWG: 10--1 100 DATE: 01-25-99 Fence Systems iALCo® by Master Halco STYLE: FLAT TOP NOM 6' [182911 FENCE HEIGHT REV. E LAYER: 1 Orange, 22 art° w'c� R � "` " �..,.F-o om 15 1 X 6 [25 X 152MM] FENCE BOARDS REv DATE: 09-22-06 SCALE- 1/2" = 1'-0• • WHERE THE TRENCH BOTTOM IS ROCX, IF SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDDING MATIFJAL FREE OF ROOTS. DEDRIIS do STONES • WHERE SUBGRAOE 15 UNSTABLE, PIPE SHALL BE BEDDED ON A WNIMUM OF 8" BEDDING MATERIAL • BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90% OF MAXIMUM DRY DENSITY REPLACE SURFACE IN KIND STANDARD STANDARD BEDDING DETAIL DATE: 4/05 DE['AII- N0. OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS - 1 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES VDOT CUSS 21A BACKFILL. PLACE IN 8 INCH LIFTS, COMPACTED TO • WHERE: THE TRENCH BOTTOM IS ROCK R SHALL BE EXCAVATED TO A MII'NIMUM OF 8" BRDW THE 9070M OF THE PIPE AND BAC.KFILLED WTTI^.', BEDDING MATEAIAI FREE OF' ROOTS, DEBRIS k STONES + WHERE: SUBGRADE IS UNSTABLE, PIPE SHALL BE BEDDED ON A MIIINIIAUM OF 8" DECIDING MATERNL • BACKMILI. TO BE PIACED IN 12' LIFTS AND COMPACTED TO 90i OF MAXIMUM DRY DENSITY REPLACE SURFACE IN KIND 95% of MAx IMUM DRY DENSITY VDOT CLASS j 37 BEDDING I �O •/ I I- 0.0- + 24" STANDARD STANDARD BEDDING DETAIL DATE: 4/05 DETAIL N0. WITHIN TRAFFIC AREAS (PVC OR DIP) WS - 2 SCALE: NONE U ca �a Z � P4 a 00 of q o � U W z >- N N V eq > I �cg UJ _ to CCS c�6 co � U.) � b� Np � Cn z_ Z w H � H LU jo �- v Uj 0 Q HZ U ak H H> U- w C)ce p �Z LL �v Z UJ H v w� O Uo �LL- Q m ci- H 0 V .J q< PST H Or r MICHAEL M. ARTZ ➢ No. 1513 '7 a SURVE I I Iu �iRM CHECKED BY: MMA AUGUST, 2006 SCALE: 1 "=50' SHEET 7 OF 8 �:D J� BOARD ON BOARD i FENCE STYLE ( SEE DETAIL ON SHEET 7 OF 8) L) VV ILLI 38.00' PLAN VIEW 9 ) X \ / " ' , ' STAINLESS STEEL SEMI -TRACTOR BOLTS 7 TRAFFIC RATED STEEL GRATE r-0.50r 1.2� eXe eXe COMPACTED SUBGRADE' CONTRACTOR CAN SELECT ANY PRE -MANUFACTURED TRENCH TO 95% DENSITY DRAIN SYSTEM, PROVIDED IT MEETS OR EXCEEDS THESE SPECIFICATIONS TRENCH DRAIN DETAIL NTS REVISED ON 1/04 REVISED ON 7/05 � 3,000 PSI CONCRETE PB I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL PF GROUND LINE H - GROUND LINE=11 I GROUND LINE �nH D/2 .,� rrrrrr rrrrr I� ' rrr rrr +2'' rrrrrrr r�rrr� rrrr �- + - I� D/2 " _.rrrrrrr rrrrrr 1 + I rrrr rrr I I 12" J 12 - rr D rr _-. - R-ROCK 1 �-�,I r D rr �- 4 1 - EARTH � rr rr OR Ill r d rr EARTH - r � d I 4•, T p/2 �} d �-' D/2 �} 1 I SOILUNY f D/2 D/2 BEDDING _ I 31 -11�-1'Ir-ilcll�" r, IT, BEDDING MATERIAL Tb i MIN' 1/10 DJ BEDDING MIN.1/10 Q = IIIIr=t1>=�I IL- X--->s•I MATERIAL aTII - j "X" DIMENSION Mil 1/1 D X----X- X MATERIAL Dj( I /x'� PERX'DIMENSION TO BE MAINTAINED 1' 0 F H f ham----- X a{ TO BE MAINTAINED TO TOP OF PIPE DIMENSION O E MAINTAINED D ENS ON T B TO TOP OF PIPE MIN. B", TO TOP OF PIPE FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAx.24 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL -- H �' .-- H - -_. I I _- - -- rf�rrrr-- D/2 - ririririrrrrrr rrrrrrrrrrrrr _- Tr- - O/2 = rrrrrrrrrrrrrr rrrrrrrrrrrrrrr = -- D 2 r rr r rr/ri - rr rr rrrrrrr rrrrr rrr + '-MIN.O " + _ "MARL D " p MIN. D �� + 1Z" - "MIN. D" D " •MIN. Di r��� r' D MIN. D'� 12 12'� GROUND - r, rrrrr rrrrrrrrr - d LINE rrrrrr�rr rrrrrrrrrr = GROUND d :Z LINE rrrrrrrrr rrrrrrrrr - d GROUND D/2 - _LINE .-1.CIIG- _ Cllr�,i III 7 II I II II 1 I EARTH 4" _ `� ROCK OR UNYIELDING JI MIN. 1/10 D II- II H- SOULit-•--- MIN. 1/1D D X BEDDING %z" PER MIN- 1/10 'D BEDDING EARTH MATERIAL *� X RFIDDINC 1' OF H MATERIAL MATERIAL NORMAL EARTH FOUNDATION MAx.24..1 ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL CULVERTS LESS THAN d • 36" H HEIGHT OF COVER MEASURED FROM TOP OF P%ff/J� BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE X - 0 + 24" DRAINAGE STRUCTURE TO FINISHED GRADE. L%1/�1�1� SPECIFICATIONS. CULVERTS WHERE d - 36" AND OVER D OUTSIDE DIAMETER OF PIPE. X - D + 35" METHOD "A" PIPE. BEDDING SHALL BE USED AS d - INSIDE DIAMETER OF PIPE. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE FOLLOWS UNLESS OTHERWISE NOTED ON PLANS! b - DEPTH AS SHOWN ON PLANS OR TO FIRM SPECIFICATIONS. RIGID PIPE BEARING SOIL. WHEN H IS LESS THAN OR EQUAL TO 30' CLASS II BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE FLEXIBLE PIPE =..SPECIFICATIONS.•�E• AS SHOWN ON TABLES MAY BE ELIMINATED UNDER ENTRANCE PIPE EXCEPT FOR PLASTIC PIPE INSTALLATIONS. WHERE DIRECTED **FOR PLASTIC PIPE INSTALLATIONS. CLASS I BACKFILL EE EMBANKMENT BY THE ENGINEER. MATERIAL SHALL BE USED IN LIEU OF CLASS IR. E� SHEET 1 OF 4 SRETERENC'EN OF PIPE CULVERTS STORM SEWERS INSTALLATION .AND CIRCULAR PIPE 13EDDING AND BACKFILL - METHOD ''A'' 302 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.D7 INSERTABI.F, SEIEET A151 II PB-I GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE. STANDARD, PC-11,ABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X WIDTH DF CLASS 1 BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE d IS LESS THAN 36". X • 18' WHERE d S 35" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE. ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE ((EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER IS' OR LESS. S. REGULAR BACKFILL MATERIA. MAY BE USED IN LIEU OFCLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. 6. BEDDING MATERIAL AND CLASS 1 BACKFILL MATERIAL MAY BE ELIIMINATED FOR SHOULDER SLOT INLET (01-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S, - OUTSIDE SPAN DIMENSION OF PIPE. 2, S2 INSIDE SPAN DIMENSION OF PIPE. 3, R OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS 18ACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE S2 IS LESS THAN 36". X - 18" WHERE 52 15 35" AND GREATER 5. WHERE DIRECTED BY THE ENCINFER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE 52 IS 38" OR LESS AND HEIGHT OF COVER 15'OR LESS. G. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS r BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE 52 IS 38" OR LESS AND HEIGHT OF COVER 15'OR LESS. PiPE ARCH 1. S SPAN DIMENSION OF PIPE, 2. R RISE DIMENSION OF PIPE. 3. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL a. x WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" WHERE S2 IS LESS THAN 36". X 18" WHERE 52 IS 36" AND GREATER 5• WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS. 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS SPECFICATIDN f�}-ERENCE NEW.1/04 GENERAL NOTES 302 107.00 VIRGINIA DEPARTM.F7NT OF TRANSPORTATION 303 4 " --I 6 -� 7 1=III 4a a f 2' 6"' Curb & Gutter may be cast -in ;o%e using class A-J concrete. /f /f /s precast it sha// hope o minimum of 4 000 OSI' concrete. The bottom of the curb dr gutter may be Para//e/ to the earth on which it is p/aced as /ong as the minimum 7" depth is maintained. CG-6R N.T.S. 11?2 7„ 13" IIM11 a -I I -III -I I I -I I , 2' 6" Curb Gutter may be cast -in to%e using class A-J concrete. /f it is precast /t sha// have o minimum of 4 000 psi concrete. The bottom of the curb & gutter may be pars//e/ to the earth .on which it /s p/aced os /ong as the minimum 7" depth is maintained. VDOT STD. CG-6 N.T.S. I REVISED ON 7/O1 REVISED ON 3/03 REVISED ON I/04 RF,VISED ON 7/05 CG-12A 7" WHERE STD. CG-3 OR CG-7 IS USED. 4'-0„ 4 STD. CG-2 6" 12.1% MAX. 48:1 MAX. OR CC-6 3, 5• MIN I •MIN °:1 MAx.1 SECTION A -A A x 5 DOWELS, B" LONG 5'-0" MI .S-0" 5'-0" MN o 12 C-C PERMISSIBLE MIN. PERMISSIBLE SAXI 1M CONSTRUCTION JOINT CONSTRUCTION JOINT MAXIMUM 1 0 0 B B •��, �� SECTION B-8 B' B„ OMITS OF EXPO'SEO AGGREGATE SIDEWALK ( gd m ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUSUNOBSTRUCTED. STABLE, FIRM AN SLIP RESISTANT A TANGENT PLAN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. IS I NOTES CAaSSe,Uc as C�OSSw.Lx a THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB' RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR A.TERATK)NS. p 1I CURB RAP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL p yy DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY 13E PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE (j jjjj FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 'I q q„r„,'I II CRMWA"II SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING 'J JJII II I' PERMISSIBLE CONSTRUCTION JOINT WITH REQUIREDI BARS. TYPICAL PLACEMENT TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL AT INTERSECTION WITHIN CROSSWALK BE CLASS A-4. WITHIN CROSSWALK REQUIRED BARS ARE To BE NO.5 X 8" PLACED WCENTER TO CENTER ALONG BOTH 51DES OF THE RAMP (WITH BUFFER STRIP) FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%Z'. CURB RAMPS WILL BE MEASURED AND PAD FOR MT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALX AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. p CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. IJ THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE IM WITHIN THE RIGHT OF WAY OF AHIGHWAY 0 FACILITY CROSSES A CURB REGARDLESS 0F WHETHER SIDEWALK 15 EXISTING, PROPOSED OR NONEXISTENT. THEY MUST BE LOCAT ED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS EDE 0 SSW N. Y DIAGONAL VARIATION OR AS DIRECTED B THE ENGINEER, AND SHOULD NOT BE LOCATED REMIND VEHICLE STOP ONES. EXISTING UGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. SPECFrAT FFRcM PERPENDICULAR CURB RAMPWYERDi'E RE.E (ACCESS FOR MOBILITY IMPAIRMENTS) 105 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2.0"S1L1--12.5 j BM-25.O 6"21-8 =III=III=III=III=1 � sUBc/�AOE Notes. 1. Use this pavement cross-section or match existing pa�emenf, whichever is greater. 2. 21-8 Crushed Aggregate, Base -pe 1, sha// be compacted to 95� of the Standard Proctor Density. 3 Subgrade shall be compacted to 959 of the Standard Proctor Density. PROPOSED PAVEMENT SECTION N.T.S. I,IIIIIIIIIIIINIII 1. CONC. TO BE 3500 PSI, WITH 6" X 6" WWM, 6"DEEP OVER 4" OF COMPACTED 21-A LEVELING COURSE. 2'.. ENCLOSURE TO BE PRESSURE TREATED SYP NO. 2, MIN. 7'-0" HGHT., MIN. 10'-0" GATE, HEAVY DUTY PIPE FRAME AND POSTS, WITH PRESSURE TREATED FENCE BOARDS ATTACHED. MIN. 6" X 6" FENCE POSTS. DUMPSTER PAD DET. NOT TO SCALE rk-02511 710( street appr»mh same (radius to be on + surfacing as main&* ellown on plane)I 'OOdway (Radius to be as shown on plan) WD Cr-12 ourb and gifter J �Radbl bkKOW 9 4' SKOWK 6" ® ----- I opNora1 Flow Lir»>- 6" saes A3 (H LL Concrete o� _Expansion Joint AJ 40 Note: Width '13" 2'-0" or as Mainline roadway shaven on Vloleal section. PLAN VIEW M -B� SECTION C-C 10' Parabolo Cur" m Construct Grade changes with a parabolic curve. M0ot.0 Fiow Line �-� � ® CnG-11 1s for D When jSutr'Id. used arbarou built In f projects, Pleurae MdNlin Roadway note h/ewflr� Slops Clang ® X]Kt a,ths t whom be constructed ta l» Rpuwnlsn D /W Iris (except aro suE9rods 10' 141n. for Street cara).aum ebublRxaUon re4A+bd for moinin pownad Wh") can be anted in Desirablefar CaMnrefal Fi)tr. 20' D tlN entrance.) 3' IW). SECTION A - A A Roam curb or 'O0n'M^atia apt and g~ shot not be oarrtrat excuI far Guidelines for Grade Change D seAoo p When used in oon.- --on with standard Entrance VoNwne Deorobe MaximumCG-3 or CG-7. tit awb teas on this standord is to be od)rted to match the High (more Vm 15W VPD) 0 % 3 % mount, curb oonflpurWon. Medlin 05OD-1500 VPD) 5 3 % B % Ses Standard OG -12 for Curb Romp deep to be used wIth We standard. Low (Nse than 500 VPD) S 6 % 6 % ® When the entrance rodl cars lot oocornmodae the turning re*Arernsints of kbuck %-- of'fia�eaMlwlderofl0od w110ua W�be proposed to kareae4q�o NElfedp1tefie )goer¢ proposed % Optlond flowboi may be used far erdrarroes to cut 1sctlom. Oplloral raw& , may reuluire warpNlp of a portion of Witter to preclude pondng of weer. SIRMFICAMON METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VRGIMA w7ARnmw OF MVASPORTAMM 203.04 CITY OF WINCHESTER, )VA 24" DIA. X 30" HIGH DEPARTMENT OF PUBLIC UTILITIES �MIKIR B XTY POLYETHYLENE I I" COPPER 1" COPPER TUBING /*� TUBING TYPICAL METER SETTING INCLUDES: 11" METER : I 1" METER SUPPLIED BY THE CITY OF WINCHESTER YOKE INLET VALVE - FORD MODEL BA94-344W '•:•...1....... YOKE OUTLET VALVE - FORD MODEL HHCA94-444TV YOKE BARS - FORD Y504 , CORPORATION STOP - FORD 1" MODEL F96-00 OR A.Y. MCDONALD MODEL 47018-22 METER BOX COVER - X32T WITH STANDARD PENTAGON NUT I COVER EXTENSION RING - EXT 1 METER BOX - 24X30" HIGH DENSITY POLYETHYLENE 2' _ 6 )) I VAR I ES f ' 4' t 4� it � ♦" i( i il. .f METER BOX •:. • ... Q' METER FRAME AND COVER d J 1 f 1' METER AND EXPANSION A 4. CONNECTION I O r`"� ti � I o U i BRASS ANGLE METER VALVE _' WITH COPPER FITTING 0-I DOUBLE I CHECK VALVEi Z I" METER Y (W/ VALVE NKLET, I 7F BOTH ENDS COPPER) I .... .. .. ...:TYPE "K" ;: ;:;• •,•::; " 1 TYPE ' K" 1 COPPER TUBING I 1" COPPER TUBING I 4" MIN. #57 STONE I I 1" BRASS FIRM UNDISTURBED EARTH I ./45_ COUPUNG NUT I CRIMPED I I 1" COPPER PIPE OUTLET WATER MAIN CORPORATION COCK ASSEMBLY STANDARD TYPICAL 1 INCH WATER SERVICE DATE: 4/05 DETAIL N0. SCALE: NONE WD- 3 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 12" 12" PASS THR U ISLAND CG-6 0. 5' / Q a / 2, 0. 5' / / G - 6 47 EARTH (NTS) CG-6 CG-6 0.5' 3.0' as 0.5 a ° 4 4 ° d ° 4 0.5 ° a a ° a 4 a X/ X/ X/ / /\ COMPACTED SUB -GRADE CONCRETE FLUME DETAIL TO 95% DENSITY NTS FiRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY w WINCHESTER APPROVED FIRE HYDRANT I 18 SO - 4" THICK 2" MIN. CONCRETE PAD REQUIRED 6" MAX. I IN UNPAVED AREAS OCi r . i v v+1 FvN1(%V v vOf41 I 7 CU. FT. MIN. #57 STONE " i� °OOOOOODDDOO O°°GOOD°D°D° oO°oar°oo°o°°O°Oo°o oaoeeopeoo0ao0o0o o°000p00000 O°O°O°.0 0O°O O O O °°°°o°°oo° oo°1 I o°o°o°oD000° o 0 1 f 4" p p p •��e�a�a�a�a�o�e�o-°-ono I S� 00°°000°O°o°O°e°a°O°o°O°O 14" °°°o° ° Of o°o°a°o°p°e°o°o°o°o o°°°o°o°o°o°o°o°o°o°o°o°o°o°o 8F .`0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I °0ea°a°a°a°0ep°a°aaa°oe0ea°0e00a 0 0 0 0 0 o p o 0 0 0 p e o 0 0 0 o p o 0 0 0 0 0 0 0 o e a o 0 0 0 0 0 0 0 0 0 o° o° 0 0 o o° e o ' 0 0 o e e o 0 0 0 0 0 0 0 0 o a o o°o°o°°°o°o°a°o°o°o°o°o°o°e°o°e°e°o° o°O°O°O°O°p°O°O°O°O°O°O°O°O°0°O°O°O°O° BOND BREAKER ONE LAYER #15 FELT 18" SCREW TYPE ADJUSTABLE VALVE BOX - GATE VALVE CONCRETE THRUST BLOCK HYDRANT TEE STANDARD FIRE HYDRANT INSTALLATION DATE: 9/01 DETAIL NO, SCALE: NONE WD- 8 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITI 18" 1/2"+ ; II 1/2' TYPICAL RESILIENT SEAT 'VALVE INSTALLATION: VALVE BOX AND BOOT SHALL [BE CAST IRON VALVE BOX COVER SHALL BE (MARKED "WATER" VALVE TOP SHALL BE FLUSH MITH FINISHED GRADE 18" X 18" CONCRETE PAD SHALL BE PLACED AROUND VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS VALVE BOX SHALL BE SCREW -TYPE FOR ADJUSTMENT MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES STANDARD APICAL VALVE & BOX INSTALLATION DATE: 12/03 DETAIL N0. SCALE: NONE WD- 9 Uaz a CL . •p Cn o� aW atoll UW ZrN �C,,> I O� pdL� 0 � v > M i N CL � ti"u z "' c g co = co cdpo CD�� •� z N� w rn z t' 'T H OF 1. / d, j✓�iR'�' . Z MICHAEL M. ARTZ y No. 1513 ���<<"01 �� SURV00( L- r V ti V :J O trwc-DLLJOZ. N w�J�F-z �. m W CD (� OOLLCU� a L`a J -6 ? LtJ = -J Z LLJ Z �,3 a- (n Q (n cl Q tY = (n Q a ::E 5 L, I Q � LJ L,J CO L � r az C1 0 0 0 Add Q 4 O O - - N N CHECKED BY: MMA AUGUST, 2006 SCALE: N/A SHEET 8 OF 8