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Home My WebLink About33-10 Remac America - Industrial - Stonewall - Backfile (2)CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, s ecifications for all work to be in accordance with applicable Standards and Construction Specifications of The �rginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Enggineer for approval prior to. ordering structures and start of construction. All cutsheets should show existing ground erevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer portion of the plans are valid for three years from dote of FCSA approval. J. The contractor shall odhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with and orrange for inspection by the Authority. 5. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. 6. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. The Authority shall furnish all needed material and make the tap. The contractor shall make on Application for Wet Tap and pay the required fees. Z Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance division shall furnish and install oil water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed. a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For services that connect to existing lines: a. The Authority shall furnish and install. 1. all 518'x3/4'; 3/4, 1 1 112" and 2" water services 2. all sewer services. b. The contractor shall: 1. coordinate the location of the service lateral with the Authority's engineering assistant 2. make an Application for Service and pay the required fees. 10. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The ossembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. The Authority shall review the mechanical plans) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. fire service line's backflow prevention device. 13, DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. Virginia Department of Transportation Staunton District Rev. January 9, 2009 V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and of the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, coves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDDT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 957. of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2. of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdroins shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and ViM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and ViM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VOOT Standard CG-12 Curb Romps shall be installed where indicated on these plans and/or as specified by VDDT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. S it o al ftl e wic'm. al I I M, dm, um- i s it a. rid -a& I D i s it r i C; it Frede'Adick Cullkunty, Virginia NO. ®ATE C)ESC31P710N BY CHI'®. LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Mark Roy 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Liles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman City of Winchester Department of Public Utilities Rouss City Hall 15 North Cameron Street Winchester, Virginia 22601 (540) 667-1815 P.O.C. Kelley Henshaw P.E. REMAC AMERICA, INC. 10860 SPRING KNOLL DRIVE POTOMAC, MD 20854 (800) 600-9608 CIVIL SHEET INDEX EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. if the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, etc.) b) Submittal of certified as -built of the subdivision which contains the following items: stormwoter conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve fawn conditions. Approved by Frederick County Zoning Administrator a t t® n H a r r i s R u s t & A s S® C l a t e s Site Plan Approval Valid for 5 Years From Date Shown Hence Date Engineers. Surveyors. Planners. Landscape Architects. �H of �, 1 17 East Piccadilly Street Winchester, VA 22601 T 540.667.2139 F 540.655.0493 Project Number: Sheet Number - SITE PLAN APPROVAL NAMEL4f_ DATE 031 SITE PLAN NUMBER • 10 16A_A7-1-® i PIN 54-4-1 WINCHESTER COLD STORAGE LC 1 ! \ � \ �--- r �\ \\ PIN 54-4-3 \WINCHESTER COLD STORAGE LC INSTR. #20035223 ZONED M1 INSTIL 20035223 \ \ --- - _ _--_--------------------------- - B & 0 RAILROAD R/W N 41'07' W- � `� 397.1' -- - - --� DRAIN LOADING AREA - TO EXISTING SWALE LIMITS OF DISTURBANCE PROPOSED LOADING DOOR GRAVEL LOADING AR A .. � PROPOSED CO ETE RAMP ENTRANCE 0 ,Z�� EXISTING \ F \ INDUSTRIAL BUILDING 23,400 SQ. FT. EX. FF ELEV. _ \� 732.5f MEET AND MATCH EX. SIDEWALK 1771 ` / i it /" r`! i I � 1 `\ 1 LIMITS OF DISTURBANCE ` _ ! 14(�.(!!! PIN 54-A-58 1ADE RICHARD S & JUDY S ZONED: M2 USE: INDUSTRIAL ,1 DB. 750 PG. 679 1 rf f I 1 i ,GRAPH/CSCWE 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. I NICE / II\ J M Tn N, ` C \ PIN 54-A-56 ROBERTS VA LAND WINCHESTER LLC t I ZONED: M2 USE: INDUSTRIAL t a I INSTR. #20052710 r r r r r / I � / ! I ! I I 4 i f i \ `t � I I t I I r NTH RIP DRAINAGE. a"�i�i-Mri s S�IkY•} U. yi � EM 711 of2' CUR LU RIP RAP, F1. 1. ur'W • NEW GREEN SPACE PROVIDE . TOPSOIL SM f t rGRADE 1. POSITIVE 1. w.. 'CURB OUT NTH ,1tfRIP RAP FOR DRAINAGE ASPHALT!APRON 1NTRAN, FIRE `$_ • 4EET & MATCH EX. • '21 PaF-Mlff C90SS1• \ !I5IN4.57 I ``''--- CAFF,OLD LICK \P-kR-T-NERS LLC ONE�D: M2 USE: iNQU'S-T�IAL ?� INSTR. #2084395\ SOILS DATA NO. NAME SLOPE PERMEABIL WATER RUNOFF SHRINK SWELL EROSION SEASONAL ITY CAPACITY P❑TENTAIL HAZARD HIGHWATER 14B FREDERICK- 2-7% MODERATE- MODERATE MEDIUM HIGH MODERATE -- P❑PLIMENT❑ MOD. SLOW LOAM J 1LN I q PROJECT SUMMARY Y o J N 3, ...."w z � TAX IDENTIFICATION NUMBER 54-A-55 0 = ; o N Z EXISTING PARCEL AREA 1.20 acres ran '" N~"0 Z w w , wo • ma DEVELOPED PARCEL AREA 1.20 acres ZONING M-2 o ky w 0 ADDRESS 205 BRICK KILN LANE CURRENT USE INDUSTRIAL PROPOSED USE INDUSTRIAL EXISTING BUILDING AREA 23,400 SQ. FT. v �' NOTE: NO CHANGE TO FLOOR AREA RATIO Q DISTURBED AREA 5044 SO. FT. :*J ai -C SETBACK REQUIREMENTS REQUIRE PROVIDED �.+ L ttt Q -a-, FRONT 75' 85.0' - a) SIDE (EAST) 25' 0' v Q CO FD SIDE (WEST) 25' 27.4' C 0 BUILDING HEIGHT 60' t 35' N 0 `� 00 N M rn PARKING REQUIREMENTS SPACES Q J ° > N o REQUIRED 1.5 PER EMPLOYEE (6 EMPLOYEES) 9 - STANDARD SPACES REQUIRED 8 °� ° Q0 Q0 STANDARD SPACES PROVIDED 9 U) V) I I REQUIRED HANDICAP SPACES 1 N 0, 1 0 0 PROVIDED HANDICAP SPACES 1 � -j-t TOTAL SPACES PROVIDED 10 33: ILL LOADING SPACES REQUIRED 1 ~ LOADING SPACES (EXISTING) 3 N co L O NOTES: a 1. PROJECT SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, cc INTERNATIONAL BUILDING CODE/2006. OTHER CODE THAT APPLIES IS IBC/ANSI = Cn A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ui 2. NO ENVIRONMENTAL FEATURES SUCH AS STREAMS, FLOOD PLAINS, LAKES, PONDS, C a) WETLANDS, NATURAL STORMWATER DETENTION AREAS, STEEP SLOPES OR WOODLANDS EXIST ON THIS SITE. aW 3. NO EXISTING TREES TO BE DISTURBED. 4. NO NEW PARKING LOT LIGHTING IS PROPOSED. 5. WE ARE DISTURBING LESS THAN 1 ACRE THEREFORE NO SWM/BMP FACILITY IS REQUIRED. 6. INCREASE IN IMPERVIOUS AREA IS 639 S.F. FOR HANDICAP SPACE/ACCESSIBLE ROUTE. 7. MINIMUM ACCESSIBLE PARKING SPACES ARE PROVIDED PER T1106.1 OF IBC 2006. ACCESSIBLE PARKING IS LOCATED ON THE SHORTEST ROUTE OF TRAVEL FROM THE PARKING AREA TO THE ADJACENT ACCESSIBLE ENTRANCE. SIGNAGE SHALL COMPLY WITH USBC 1106.8. ACCESSIBLE PARKING COMPLIES WITH IBC/ANSI A117.1. 8. ACCESSIBLE ROUTE SHALL COMPLY WITH ADA REQUIREMENTS. UNLOADING AND PARKING AREAS SHALL NOT EXCEED 27. SLOPE. 9. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL GRADES AND ENSURE COMPLIANCE WITH APPLICABLE STANDARDS. LEGEND BRICK KILN ROAD MDENNG AREA . ...... .. .. ..... • ACCESSIBLE PARKIN PAVEMENT AREA . .............. . EXISTING GRADE . ......................... ZONING BOUNDARY . . .. . .. ... ....... ...... - ZB EXISTING STORM DRAINAGE & STRUCTURE . .. . . . ..... .. - _ = =0= = = = = OPEN SPACE TO REMAIN ...................... 1.5' SM125A 1-6' VDOT 21 B (-WELL COMPACTED SUBGRADE ACCESSIBLE PARKING PAVEMENT SECTION Not to Scale PROVIDE TACKCOAT WP-2--, E`TING p � AVEMENT EX. EDGE OF -/ PAVEMENT 8' AND VARIES :-L LOT 1.5• SM 12.5A -y 3» BM 25.0 CROSS SLOPE= 1/4":1' 8" 21 B OR MATCH EXISTING WELL COMPACTED SUBGRADE BRICK KILN ROAD WIDENING N.T.S. F73E LAt4M Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. H 0 ao z CC P f 0 o o H O 01 N 0 W W � a z � z w LAJ d M Z 0 o m o o a CL ov o w cr- w o o ¢ w a w Cn F CC MORE w 0 Z w < �:' E :5 2 U W 0 W it 41 C U 0- Y U O � W W W z eE 0= Z o F Y U w o O U) X O N p N o F- N II Li O O J m N w > w _j w D Q 0 _ cn o W rn H o � Z O 0 Q U O Q Q w 4. w I wo U 0 w � U _ d. -i tLl 0 0 E NOTES: 1. TIES ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS IAJCH AS 3" (15" DEPTH) OR INCREASED AS k#JCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN CREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. All i mi I 2wei 1 , R Ll L« 105 502 4 z w VRGIMA DEPARTMENT OF TRANSPORTATION 4"k 4 M000 W - 1 z B' BOU6Fj SAIM! SBDRMqiMODS �-4 LONG w/t" maw Irkm r MUM) mpm BONS 4*x r MOOD WU 2" R f( Omkp 4*4 SLOPE FM d cmum SUB w/ ass A WE MMN WCUE SLAB At;Allsf QW& /V1MWMN) M Post FOMW CrWACF4) O (2) r OMOME--�0 tr-r flm PasT ftY-d' f0 IX 9' mi fat WOW= GPS m o FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL CG-2 XVD= ROAD AND MIDGE STANDARDS REVISION DATE SHEET 1 Of 1 201.01 di 06141M N COKWE 10 LOCI( CRIES N OM AND aPosDm (2) 24' UM 31Y WM WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT EDGE OF EXISING PAVEMENT (AS DETERWINED IN FELD) EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS G------------- — EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENS LAYERS ® PROPOSED MMUM 1 %2 MOH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MIN 114UM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FILL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WVENW SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAANAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MMMU M DEPTH OF 1 j2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WANED BY THE ENGINEER. 5, THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. /'0 r. .. , ; ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGNIA DEPARTNI+ENT OF TRANSPORTATION TRANSVERSE PAVEMENT TIE-IN PLANING TRANSITION PAVEMENT DETAIL I mt OVERLAYING TRANSITION PAVEMENT DETAIL m TI'T-1 NOTES 1. TRANSVERSE PAVEMENT TE-IN SHALL BE USED TO PROVIDE A SMOOTH TRANSITM BETWEEN NEW PAVEMENT AID[) EITHER EXISTING PAVEMENT OR AN EXIST= BFdM DECK AS SHOWN ON THE PLANS AND DIRECTED BY THE EN(INEE.ft. 2. THE EXISTING PAVEMENT SHALL BE PLANED A M DEPTH OF 1/2". THE FULL DEPTH OF PLANIING SHALL EQUAL THE DEPTH OF THE ASPHALT OVERLAY. 3. TRANSVERSE PAVEMENT TIE-INS SHALL BE CONSTRUCTED A OF 10 FEET IN LENGTH FOR EVERY INCH OF DEPTH OF PAVEMENT PLANING PERFORMED. 4. TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECEICATWNS EXCEPT THAT ALL JONTS AT TEAK LOCATRW SHALL BE TESTED USING A ID FOOT STRAIGHT EDGE IN ACCORDANCE WITH THE REQJNTS OF SECTION 315.137(a) OF THE SPECIFICATIONS. THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHT EDGE BETWEEN ANY TWO CONTACT POINTS WITH T14E PAVEAENi SURFACE SHALL NOT EXCEED 1/4". H Q 0 0 0 0 w Q 0 w \RG U J X O `— owz� Q O O w cr- O w w-w r Q F_``o IVVwo``' �0 LL_ a O a_ w f=- 0 Q O N U co aC _I otS � a+ � c o IL N � L O L � _D C ui O a� .�.s N '60 c Rf �' aw TEMPORARY PAVEMENT WEDGE U) PLANED SURFACE O _ NOTES o w TEMP. PAVEMDIT WEDGE 1. TEMPORARY PAVEMENT WEDGE MALL BE CONSTRUCTED OF af >- SURFACE MIX ASPHALT A MIINIIIJUM OF 3 FEET N LENGTH >_ m FOR EVERY INCH OF DEPTH OF PAVEMENT MILLING. O > D G BRIOC,E DECK EXISTNING PAVEMENT U U) w 0 WEDGE DETAIL Ste' TRANSVERSE PAVEMENT TIE-IN O BRM STANDARDS 210 315 REVISION DATE SHEET 1 OF 1 515 VRGM DEPARTMENT OF TRANSPORTATION 305.01 N N Cf) (D (D CV 0 .- N r, ) cv O c0 Co U) U) I I w O O U -zi- 't r, C LC) LO - � I- LL O `- O CV z O M Ir- z � z 3 n w � o � _ Z10 w 0 U i CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, s ecifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Samtabon Authority and the contract documents. 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility° 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FRE®REiCK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available of www.fcso-water.com. 2, The water and sanitary sewer portion of the plans are valid for three years from date of FCSA approval. J. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with and arrange for inspection by the Authority. 5. The contractor shall connect o new sewer line to on existing manhole by core drilling the manhole. 6. A new. water (or forced sewer) main shall be connected to on existing main by a wet tap. The Authority shall furnish all needed material and make the tap. The contractor shall make an Application for Wet Tap and pay the required fees. Z Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For services that connect to existing lines: a. The Authority shall furnish and install: 1. all 5/8"x3/4'; 3/4'1 1 ; 1 112" and 2° water services 2. all sewer services. b. The contractor shall: 1. coordinate the location of the service lateral with the Authority's engineering assistant 2. make on Application for Service and pay the required fees. 10. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. The Authority shall review the mechanical plan(s) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. fire service line's backflow prevention device. 13, DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. M11eirk"I �T JT:��TiT � i ► • e ►LOBS- Virginia Department of Transportation Staunton District Rev. January 9, 2009 Vi. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies, it is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project; an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12 Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VOOT standards and procedures. Vlt All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or. minus 29 of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. VI 6. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of aD material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VOOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. in accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VOOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specked by VDOT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. 4 Ad Stonewall Magisterial District Frederick County, Virgivinia 4 CIVIL SHEET INDEX 1 CIVIL COVER SHEET TMP 54.A.55 2 SITE PLAN 3 DETAILS Zoned: Mw2 Vicinity Map Scale 1"= 2000' January 08, 2010 REVISIONS NO. DATE C>r=SC*VPMON BY CWD. LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Mark Roy 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Liles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman City of Winchester Department of Public Utilities Rouss City Hall 15 North Cameron Street Winchester, Virginia 22601 (540) 667-1815 P.O.C. Kelley Henshaw P.E. Patton H arris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. 17 East Piccadilly Street [Z+ Winchester, VA 22601 T 540.667.2139 F 540.655.0493 [e]ri'1 `i All:l�/ T11e1 ;"A REMAC AMERICA, INC. 10860 SPRING KNOLL DRIVE POTOMAC, MD 20854 (800) 600-9608 1 H OF i SITE PLAN APPROVAL MISLOZ ®ATE POW _ NAME 7 PLAN NUMBER - 10 ONA Project Number 16-4 7-1-® EROSION CONTROL 1. Prior to initiating any land disturbing. activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan, No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, etc.) b) Submittal of certified os-built of the subdivision which contains the following items: stormwoter conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and loco/ ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas ore denuded, Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date 3 Sheet Number of ' 11 P(N 54-4-1 r �\ WINCHESTER COLD STORAGE LC PIN 54-4-3 INSTR. #20035223 I \ WINCHESTER COLD STORAGE LC \\ \4 i ZONED M1 lNSTf�`#20035223 B & 0 RAILROAD R/W -� -- --- - _ -- --- -_ - - - N41.07'W� 397.1'- \ DRAIN LOADING AREA -�-- - -- .._ - -- - -_---- - - - f TO EXISTING SWALE z PIN 54-A-56 \\\ ROBERTS VA LAND WINCHESTER LLC \� I ZONED: M2 USE: INDUSTRIALLIMITS OF i DISTURBANCE INSTR. #20052710 + N, z PROPOSED LOADING DOOR l \_ GRAVEL LOADING ARIA - \�, \ PROPOSED CO ElE RAMP I - , ENTRANCE 1 I i ��\ EXISTING i INDUSTRIAL m i �(so BUILDING � II \ ,1 23,400 SQ. FT. - \ EX. FF ELEV. _ 732.5f I I s\ \ MEET AND MATCH EX. SIDEWALK ACCESSIBLE ENTRANCE EXISTIN i EXISTING EXISTING LOADING DOCK EX. SID WALK LOADING DOCK LOADING DOCK TO BE \ \ No TO REMAIN TO REMAIN OBSCURE LIMITS OF ::.. 2 CUB WITH OPEN SPACE $ 5 RIP R P FqF DRAINAGE. \` 0 REMAIN \ DISTURBANCE_ \ � I � PIN 54-A-54 � G \ GALE ARNOLD M & GLENDA 10B5 \ RL T-: �� •. ZONED: M2 USE: INDUSTRIAL ', t\ �'L ARKING AND ACCESSIBLE ROUTE. \ DB. 576 PG. 27 SLOPES NOT TO EXCEED 2!� SIBLE ROUTE. \ x \ }1 L ITS OF \ M t \ \ PROVIDE SIGNAGE : LO } `QIS RBANCE � � ��\ \ 1 HANDICAP SPACE � /q� I 2' CURB CU WITH RIP RAID FOR DRAINAGE. EX. GRAVEL LOADING AREA L ti i cv I r \,��.► CG- :... :.:: z I NEW GREEN SPACE I-- x ,� �\ \c, . �21 :: PROVIDE 6 TOPSOIL SEED .D MULCH. x �.� 7Ja GRADE FOR POSITIVE DRAIN k fZ \ --- I ONTRACTOR TO CLEAN � D ° "° I \ \ +30 ' RETURN EXISTING INLET'S T i I SERVICE IF POSSIBLE ISLANb TO i + 0 SITE DISTANCE `x �� + Et�IOV� x 1 � r �' ► Ir/0� I � t � i 1 \ i( 1 �rADE RICHARD S & JUDY S 40NED: M2 USE: INDUSTRIAL \�\ DB. 750 PG. 679 tf \ r \ I i ' \ GRAPH/0SCWE 20 10 0 20 40 IN FEET 1 inch = 20 ft. 1\� <URB UT WITH / RIP RAP FOR DRAINAGE. r ASPHALT{ APRON NTRANCE I r — !. x , WP-2 ��" yr EST FIRE --.......... � sw MEET & MATCH EX. PAVEMENT. iND PAVEMENT CROSS SLOPE /151N -4,-57 \ SCAFFOLD LICK, AR-T-NERS LLC / ONE�D: M2 USE: INQUS-TRIAL INSTR. #2084395 SOILS DATA NO. NAME SLOPE PERMEABIL WATER RUNOFF SHRINK SWELL EROSION SEASONAL ITY CAPACITY POTENTAIL HAZARD HIGHWATER 14B FREDERICK- 2-7% MODERATE- MODERATE MEDIUM HIGH MODERATE -- P❑PLIMENT❑ MOD. SLOW LOAM PROJECT SUMMARY N o -� � 3 Z ��Z� `t O O,,,v ,-Ow Z m tz ' w-w TAX IDENTIFICATION NUMBER 54-A-55 0 = - o ; Z L`N....UL CZ EXISTING PARCEL AREA 1.20 acres w o• U a w DEVELOPED PARCEL AREA 1.20 acres ZONING 2 ADDRESS 05BRICK KILN LANE W w CURRENT USE INDUSTRIAL PROPOSED USE INDUSTRIAL EXISTING BUILDING AREA 23,400 SQ. FT. v co NOTE: NO CHANGE TO FLOOR AREA RATIO 4b V DISTURBED AREA 5044 SQ. FT. N +' SETBACK REQUIREMENTS REQUIRE PROVIDED Q 41 FRONT 75' 85.0' - v SIDE (EAST) 25' D' •v Q SIDE (WEST) 25' 27.4' 0 ccoo BUILDING HEIGHT 60' t 35' N -0 C\J M PARKING REQUIREMENTS SPACES Q 0 > N o REQUIRED 1.5 PER EMPLOYEE (6 EMPLOYEES) 9 06 STANDARD SPACES REQUIRED 8 co � STANDARD SPACES PROVIDED 9 �- U u, REQUIRED HANDICAP SPACES 1 U) w 0 6 PROVIDED HANDICAP SPACES 1 TOTAL SPACES PROVIDED 10 N u. LOADING SPACES REQUIRED 1 LOADING SPACES (EXISTING) 3 N L O NOTES: �- 1. PROJECT SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, INTERNATIONAL BUILDING CODE/2006. OTHER CODE THAT APPLIES IS IBC/ANSI = v) + A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. C0 2. NO ENVIRONMENTAL FEATURES SUCH AS STREAMS, FLOOD PLAINS, LAKES, PONDS, 0 a) WETLANDS, NATURAL STORMWATER DETENTION AREAS, STEEP SLOPES OR WOODLANDS 41.1 C EXIST ON THIS SITE. Cc aW 3. NO EXISTING TREES TO BE DISTURBED. 4. NO NEW PARKING LOT LIGHTING IS PROPOSED. 5. WE ARE DISTURBING LESS THAN 1 ACRE THEREFORE NO SWM/BMP FACILITY IS REQUIRED. 6. INCREASE IN IMPERVIOUS AREA IS 639 S.F. FOR HANDICAP SPACE/ACCESSIBLE ROUTE. 7. MINIMUM ACCESSIBLE PARKING SPACES ARE PROVIDED PER T1106.1 OF IBC 2006. ACCESSIBLE PARKING IS LOCATED ON THE SHORTEST ROUTE OF TRAVEL FROM THE PARKING AREA TO THE ADJACENT ACCESSIBLE ENTRANCE. SIGNAGE SHALL COMPLY WITH USBC 1106.8. ACCESSIBLE PARKING COMPLIES WITH IBC/ANSI A117.1. 8. ACCESSIBLE ROUTE SHALL COMPLY WITH ADA REQUIREMENTS. UNLOADING AND PARKING AREAS SHALL NOT EXCEED 2% SLOPE Uj 9. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL GRADES AND ENSURE COMPLIANCE WITH APPLICABLE STANDARDS. ��• V) LEGEND BRO 10 ROAD WIDENING AREA . • • .. • • • • • • • • • • • • ACCESSIBLE PANIC PAVEMENT AREA . .. . ........ . .. . EXISTING GRADE . ......................... . ZONING BOUNDARY . ...... . .. . .. .... ...... - ZB EXISTING STORM DRAINAGE & STRUCTURE .............. OPEN SPACE TO REMAIN ...................... r SM125A 6' VDOT 218 —WELL COMPACTED SUBGRADE ACCESSIBLE PARKING PAVEMENT SECTION Not to Scale PROVIDE TACKCOAT WP-2—, EXIS�T' `'`— EX. EDGE OF PAVEMENT 8' AND VARIES EX. GR,q L �- VE LOT 1.5" SM 12.5A —/ 3" BM 25.0 * CROSS SLOPE= 1/4n:1' 8" 21 B OR MATCH EXISTING WELL COMPACTED SUBGRADE BRICK KILN ROAD WIDENING N.T.S. L/4NF8 Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. w 0 Z w O O z Li N C) N o O N II o m J N > w w o (Un (f) M o V) z� Q U U O 12 w CL I z Z o Y O Z U (n w Q tr w = J 0 10 ju ILL-v- NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADW OF 3DO FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COMDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID 15 TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REOLMM ENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SKCIFICATM 105 502 N aL 0 w a z w w VIRGIMA DEPARTMENT OF TRANSPORTATION 4x 4 vm WE 1 x D' R04� SA�FI SBwm W-•4 LOW w/i vow 8x 6' (iRFJpFD) umn 1 T 4x 4 vow WL it OK CONK ME FOOTM 411 s�P O DpQ• D �,. � a ra .g o D•;•D,;D DPQ6 D a�� D n6 ' as D.; D A. A. D,;aD,AbB aA ` oA B., 2" R 1• KAe�rfap (1llP� SLOPE FOR r Coecr+ElE SUB W1 W A WE mm (SEAL OMME SLAB ACAN4f REASE ABSOF MN) S MO N MU AT EACH POSE FOOTING (IYP A OF 4) (2) r COWVE rr r flm POST PLAN VIEW 10 1 0 f1P5 FOR SOLM a ea�'ias ti 77, II, t � 1 Cy FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL CG-2 SURFACE SUBBASE X ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 20t01 DILL HOLES N MOVE 10 LACK f I1ES N OPEN AND a PO5t M M 24 LOW 3/e' RODS wP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT /— EDGE OF EXISING PAVEMENT (AS DETERWED IN FIELD) EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS L----------,--___-- EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINNIUM 1 VZ INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) xc MMHMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WDENWG SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHAM BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART, 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINMMUM DEPTH OF 1 %,,E ENGINEER. INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCHTHE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WANED S. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT IN BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND' EFFECTIVE SURFACE DRAINAGE. BY TMi 6. EXISTING PAVEMENT MARKNdGS AMID MARKERS WITMIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. XVDC3T ROAD AMA BRIDGE STANDARDS SWET 1 OF 1 REVISON DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGNA DEPARTMENT OF TRANSPORTATION TRANSVERSE PAVEMENT TIE-IN Me MIN PLANING TRANSITION PAVEMENT DETAIL EXISTING PAVEMENT OR BRDGE DECK OVERLAYING TRANSITION PAVEMENT DETAIL 315 TPT-1 NOTES 1. TRANSVERSE PAVEMENT TE-IN SHALL BE USED TO PROVIDE A SMOOTH TRMISMON BETWEEN NEW PAVEMENT AND EITHER EXISTIING PAVEMENT OR AN EXISTMNG BRIDGE DECK AS SHOWN ON THE PLANS AND DIRECTED BY THE ENGINEER. 2. THE EXISTING PAVEMENT SHALL BE PLANED A DEPTH OF 1/2". THE FILL DEPTH OF PLANING SHALL EQUAL. THE DEPTH OF THE ASPHALT OVERLAY. 3. TRANSVERSE PAVEMENT TERNS SHALL BE CONSTRUCTED A MBA OF M FEET IN LENGTH FOR EVERY M ICH OF DEPTH OF PAVEMENT PLANING PERFORMED. 4. TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A M FOOT STRAIGHT EDGE IN ACCORDANCE WITH THE REQUIlREMENTS OF SECTION 315.07(a) OF THE SPECFICATMIS. THE VARIATION FROM THE TESTIS EDGE OF THE STRAIGHMT EDGE BETWEEN ANY TWO CONTACT POINTS WITH THE PAVEMENT SURFACE SHALL NOT EXCEED 0 a 0 0 w a 0 Q GlNlq (n J s ul O uj �Ow 2 La UO��LlZ _ tl ,v^\' O � O � ~WOW Lj � a O Q O U Q 0 J cn N C 7 N cn L 0 L � TEMPORARY PAVEMENT WEDGE Of O = PLANED SURFACE are NOTES > o W TEMP.PAVEMENT WEDGE 1. TEMPORARY PAVEMENT WEDGE SHALL BE CONSTRUCTED OF >- SURFACE MD( ASPHALT A M INMUMM OF 3 FEET IN LENGTH m FOR EVERY INCH OF DEPTH OF PAVEMENT MILLING. zLi O w EXISTING BRIDGE DECK L= a U' IEMIM PAVEMENT U Kn w 0 WEDGE DETAIL N 00 �Q0 0 — It C) > N O � I � Cfl LO c0 cfl � U I I w o 0 U � � I� C tf) U-) � 1- L L O O — CV C v :3 U j Li w -j Q v o cn SPECIFICATION TRANSVERSE PAVEMENT TIE-INXVDOT ROAD Mai BR<aGE STANDARDS 210 31<5 515 VIRGOM DEPARTMENT OF TRANSPORTATION z CD w 0 z Q � 0 o Y w _ U REVISION DATE SHEET 1 OF 1 305.01 O z r71