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HomeMy WebLinkAbout73-07 Vamac, Inc. - Plumbing, Wholesaler & Supply - Stonewall - Backfile (2)LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP N U Q Rev. Sept2oo7 EXISTING FEATURES 1, The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water. VI. A# work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) SCALE 1 "= 2000' ^+ N 2, The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, ,,g1 ,/ L �`. I- P EXISTING EDGE OF PAVEMENT _ _ ..____.... ___ _._.... _..._ -..__. _______. __...___.._..._ .___.__ 3. The contractor shall adhere to standards and specifications in effect at the time of construction, federal, or local regulations applicable. In case of discrepancy or conflict between the Standards or Specifications and Regulations, the 4 E;; EG 4. The contractor shall coordinate with, and arrange for inspection by, the Authority, most stringent shall govern. ,g: ,� W% p o 0 EXISTING EDGE OF GRAVEL _.._.__.._ ..._._.___._._.___._ _.____.___.___-_ _.___._.____.._ 5, The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. V2. All construction shall comply with the latest S. Department of Labor, Occupational Safety &Health Administration (OSHA), and Virginia SITE °P � � -a �. -aEXISTING =- = = _ _ � � - �- � ��- � �--� � -`- � CURB AND GUTTER - _ - E h% - 6 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: & Occupational Safety &Health (NOSH) Rules & Regulations � �~�� `D o __.__.-.--_ .._.__ _..._._.... _._.-_._....___ ___._....: a) The Authority shall furnish all labor and material, V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition VDOT's Work Area Protection Manual, Furthermore, traffic flaggers be in Section 104. 04(c) iy 3 EX. INTERMEDIATE CONTOUR - - - - b) The contractor must: of all control must certified accordance with of VDOT Road & Brid Specifications. o� M E C EXISTING INDEX CONTOUR -._ ...v...,. w.a... _. w,y...,,_ 1 make application and pay deposit, 2, mark the tap location. the e g P I �. o N ROO 3, coordinate installation with the engineering -assistant, V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, a Q EXISTING SPOT ELEVATION .::. G ' 7, Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector, controllers, etc,, owned by VDOT or private / public utility companies. It is the sole responsibility of the deve%per 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 oQ-� • ti� �`�% a ig m ,° :_. i - - - EXISTING TELEPHONE LINE ---- -- ---- J -- � - - - --�-- - -- - - � �- --- - - 8, The Authority's maintenance department 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, the developer from this responsibility. P , ty � ����� % oQO I � w �' M EXISTING SANITARY SEWER Before a permanent meter is installed: the V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed ROUTE 37 '� O �-�� �L o J _. a) The meter box, with its frame and cover, must properly aligned with coppersetter, necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer, �� EXISTING ELECTRIC SERVICE __......._ _ _____.__.__...______. L` _...___.____ b) The frame and cover shall be set to final grade, ,, ,- - EXISTING GAS LINE - - - - --- ;- ; ,,> -- - -- - - c) The distance between the top of the cover and the copperserrer shall be between 18"and 21 d) All components of the meter box assembly shall be in proper working order. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT PROJECT INFORMATION - " right-of-way. � E.�'. 15 RCP EXISTING STORM SEWER :::_ __ . ._ _ . - - : :-:.:. ___ EXISTING FENCE LINE - - %; -- - - -- ,y, - 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. 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.` - 40 - Owner by Contract b An Application for Service must be made and fees aid before work will begin. PP P 9 Perry Family Limited Partnership, LLP Building Setbacks Per Code Proposed c) The Authority shall furnish and install 5/a ", 3/4 ", and 1 " water services. P.O. Box 11225 Front: 75' 76, 1' EXISTING DITCH LINE ---~ - - ---- _ _.�_.-__--� d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the V8. The contractor shall notify the local VDOT Residency Once when work is to begin or cease for any undetermined length of time, VDOT Richmond, Virginia 23230 Left Side: 25' 146.6' _r._�....._� .mz. �,,. w .x,_,w,_ ,._ ... ,- ..._ _ ;s property line. The contractor shall furnish and install the meter vault assembly. The Authority will requires 48 hours advance notice prior to any required or requested inspection. Phone - (804) 353-7996 ext 3318 Right Side: 25' 31. 0' `{ EXISTING WATERLINE W/ TEE install the meter. Rear: 25 147.2 EXISTING FIRE HYDRANT_, k �s E.a W. . �N e) The Authority will install all sewer laterals, 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 & Sediment Control Handbook. Parking Setbacks Per Code Proposed NIA EXISTING WATER VALVE - - _..v._ . :_ .._}..:.u„_.v...A>tiXF` 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. 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 b the Virginia Department of Conservation and Recreation VDCR in Erosion and Sediment P ..1 Y Y 9_ P ( ) devices basis for Property Data Tax Ma Number 43-(19)-5910.01ti� P Front: 25' 25.5' Left Side: 5' G� �O .� �- m EXISTING REDUCER � yF�' _. : ,-.,.Tr..w . ....... 11, All fire lines shall have a backflow prevention assembly (detector double check valve or a 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 Control who shall inspect erosion and siltation control and measures on a continuous proper installation and operation, Deficiencies shall be promptly rectified, Address McGhee Road Area 3.159 acres Zoning M-1 Right Side: 5' 5. 2' 9 Rear: 5 17.2 c� `v � �. ,-1 o oC � EXISTING TREE DRIP LINE -.... _- - - --' = - - --" '' ' installed immediately before the backflow prevention unit. Radio read remotes are required 1) domestic its backf)ow VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction, Legal References #070003537 Existing Use Vacant Use For Parking Unit Tabulation t= ,�_, Jo z Z4 12. FCSA to review the mechanical plan(s) for design and material approval of., the water meter and prevention PROPOSED FEATURES device, and/or 2) the fire service line's backflow prevention device. Proposed Use Plumbing Supply Wholesaler Showroom - 2,450 sf 1 per 200 12 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 Office - 1870 sf 1 per 250 8OJ PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points, Zoning Data Wholesale/Warehouse - 4 1 per employee 4 z o �,, w o PROP EG V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of Open Space Minimum 25% = 34,404 sf PROPOSED EDGE OF GRAVEL 1, Permits must be issued from VDOT prior to any construction in a public right-of-way, construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate o Open Space Proposed 28,2 /o = 38,823 sf F,A,R, Maximum Require Propose Q Z z z o C a design can be determined by the engineer and approved by VDOT, 1.0 Parking Spaces 24 24 m c< z o3 PROP. CURB &GUTTER PROP CG- 6 2, The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V23. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOTrepresentative prior to placement and fill. F.A,R, Proposed 0.11 Building Data Handicap Spaces 1 1 P P Loading Spaces 1 2 z C U o Q o o w w Q) c� Q � o o 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, Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. g U, Q a PROP, REVERSE CURB & GUTTER PROP CG- 6R When soil samples are submitted to private laboratories for testing, the samples shall be clearly Identified and labeled as belonging to a by VDOT be in Type of Construction 2B - Metal o � a z w Q Z z project to be accepted and that testing shall performed accordance with all applicable VDOT standards and procedures. Proposed Area _� ,-sf �u k tLu o Z z z m o v PROPOSED CONTOUR 50 4. Any damage to neighboring properties including county roads and sidewalks, caused by the developments of this site will be the Height Maximum 60 feet i o ~ w V responsibility of the developer. All damage must be repaired to original conditions, V14. All roadway fill, base, subgrade material, and backfili in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of Height Proposed 33 feet Z o o y o PROPOSED SPOT ELEVATION +50M 5, A construction entrance must be,,nstalled in accordance with the "Virginia Erosion and Sediment Control ,Handbook" Section 3.02, The theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of o n, PROPOSED STORM SEWER PROP. 24 "ADS contractor must maintain this access for the duration of the project, 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 all test reports shall be submitted to VDOT daily; unless specified PROPOSED SANITARY SEWER S S 6. The contractor will be responsible for adequate and positive drainage of this site, otherwise, Sign Data Z 0 PROPOSED TELEPHONE - _ T 7, The contractor will obtain a Land Oisturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrai'ns shall be installed where indicated on these plans and/or as specified by VDOT, Sign Area Allowed 100 sf Sign Area Proposed 75 feet a z PROPOSED ELECTRIC 8, All construction will be done following the laws and guidelines set forth by OSHA and VOSH, Sign Height Allowed 60 sf o 9, The contractor will notify engineer of record of any discrepancies between the approved plans and exlstlrng site conditions, V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is Sign Height Proposed 25 feet a PROPOSED GAS LINE the responsibility of the developer, vs z� c6 PROPOSED WATER LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. V17. Prior to VDOT acceptance of any streets, al! required street signage and/or pavement markings Shia!l be installed by the developer or, at VDOT's discretion b VDOT on receivable basis following the Manual On Uniform Tra Control Devices Z M o g C®%�tC7Ct N��%l�er� an account rrc Y 9 a PROPOSED WATER METER `' % l um 11. A// Erosion and Sediment Control devices shown on this site p/an sha// be installed prior to construct/on. LU < o Surveying & Engineering Firm: GreyWolfe, Inc, (540) 667-2001 PROPOSED FIRE HYDRANT p� PROP. FH 12, All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Resident Office a list of all material sources prior to the start of construction. Copies of all P P Y P P ce Ce AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be Inspected and approved by a invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Oftice prior to Building Contractor: aCe w a w a professional soils engineer. A eotechnical report supersedes this note if provided. P 9� 9 P P P acceptance of that work, Unit and total rites may be obscured. P P• Y CMI -Kevin Kenney (540) 665-0693 COMMON LABELS & FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density will be determined using Zoning Enforcement: 13, The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and V774-10, A certified compaction Department of Planning (540) 665-5651 C� Sheet I %mil ,.1 ex � PROPERTY LINE OF PROJECT locations and not all utilities may be shown. technician shall perform these tests, Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition Site Inspections: Q o rq to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Department of Inspections (540) 665-5650 0 o NEIGHBORING PROPERTY LINES 14, The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, testing of the density control strip. Erosion and Sediment Control., Department of Public Works (540) 665-5643 Cover Sheet & General Notes Sheet 1 EASEMENT LINE I5, An approved set of site plans must be on -site during the construction process, V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and ,Bridge Specifications. Density shall be Sanitary Sewer and Water: Fred. Co, Sanitation Authority (540) 869-1061 Site Plan Sheet 2 Lighting and Landscaping Plan Sheet 3 PROPERTY CORNER FOUND Q PARKING SPACE TOTALS 12 16. The contractor will notify all utility companies prior to excavation within easements 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more Chain thirty days determined using the density control strip as specified in Section 315 and VTM-76, A certified compaction technician shall perform these tests Certlfled copies of the 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, VDOT, 540 535-1824 ( ) Telephone: Verizon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 Water & Sewer Details and Profiles Sheet 4 E& S Details, Narratnves, etc. Sheet 5 VDOT Details Sheet 6 \' ADA HANDICAP PARKING STALL V21. In accordance with Section 302.03, the foundations for r e culverts thl six 36 Inches and far ershall be ex lored below the bottom type PP ( ) p g g P P of the excavation to determine the ,e and condition of the foundation. The contractor shall report findings of foundation ex !oration to Gas: Shenandoah Gas Co, (540) 869-1111 MISS Urrcm• 1-800-552-7001 (� DEPARTMENT OF INSPECTION GENERAL NOTES Zoning General Notes SIGNS O 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 by VDOT, 1, Buildings shall complywith the Virginia Uniform Statewide Building Code Sections 311 Use Group S (storage), and Section 304/309, B-(Business)/M-(Merchantile) of the International Building Code/2003.Other codes that apply are ICC/ANSI A117.1-03 Accessible and the Usable Buildings &Facilities. l SANITARY MANHOLE IDENTIFIER 2, Proposed 4,320 sf Oft ce/Showroom and 12,000 sf storage facility shall comply with T503 Height and Area. 3. Buildings shall be separated with a firewall. engineer and approved Maximum 1, Exterior lighting will be by wall -pack lights attached ! STORM DRAIN STRUCTURE IDENTIFIER ❑ 4, Building shall comply with ANSI Handicap AlI ZI -3-03 for parking, entrance, and egress. Al/requited egress shall be accessible. 5. Landings at doors shall not exceed 1:48 slope and thresholds shall not exceed 0,5" 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 Environmental Existing Disturbance Proposed provided to the building & lightpo/es. �i Q 6, walkways shall not exceed 1:20 slope. ex /oration to the en ineer and VDOT�for a roval rior to constructin box, Foundation desi ns shall con l with VDOT Road and Bride P g PP P g g comply g Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent glare on LIGHT POLES 7. HC Signage shall comply with USBC 1106.8. 8. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure. (Soils, concrete, steel, etc,) 9. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. o i 0. Maximum slope across handicap parking stalls shall not exceed 2 /o. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, 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 mches, Where soft yielding, () , y g, 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. Flood lain 0 acres 0% 0% p o 0 Lakes &Ponds 0 acres 0 /0 0 /0 neighboring propertues. 3, Outdoor trash receptacles will be in an enclosed six (6) foot fence unless located inside of screened storage yard. , �., PC Q LOCATION OF TEST PITS section 1003,2.13.71BC, Note fire ratings around this door if this section is utilized. V23. Approval of this plan shall expire three (3) years from the date of the approval letter. Wetlands > 1AC 0 acres 0% 09/0 Sinkholes 0 acres 0%° 0% 4. This project will not disturb any environmental features as de ned by the Frederick County Zoning Ordinance. W ` = j EROSION & SEDIMENT CONTROL FEATURES FIRE MARSHALL GENERAL NOTES V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT, Natural S. W. 0 acres 10 /1, 0 /0 Retention Areas 5. The owner will be responsible for obtaining or granting easements shown on this plan. o Cr Q w u. (� � O > V Q 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. LIMITS OF CLEARING & GRADING - - - - - - LCG V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans /n accordance with VDOT's Installation criteria, Final approval of guardrail layout to be given by VDOT after grading is mostly complete, 0 ° 0 Steep Slopes >50 /0 0 acres 25 /0 0 /o 6. Easements will be recorded and copies sent to the parties involved, o � Y 8 U �y � INLET PROTECTION ® lP 2. "No Parking - Fire Lane "signs will be placed on the site by the Fire Marshall's direction, 3, The fire hydrants direction determined b the Fire Marshall, Woodlands D acres 25% 0% 7 All utilities that will service this site must be placed underground, Q W \ W W contractor must align the to the as g y Y 4. Burning brush piles of natural vegetation requires a permit, Burning construction debris is prohibited, TRIP GENERA TION DATA ® o 4--1OUTLET .�c APPROVALS SP ri` 73- ®7 PROTECTION OP 5, Emergency vehicle access must be provided at all times, Fire hydrants will be always be left unobstructed ��+r4J, HE KDAM CD AM PEAK H R PM PEAK H ITE DU 0UR CODE rrEUSE FLOOR IN OUT TOTAL IN OUT TOTAL ADT i RESPONSIBLE LAND DISTURBER ��v�-� DIVERSION DIKE � ® DD 150PISS WAREHOUSING 15,820 sf 41.2 28.6 69.8 4,9 56,1 61.0 412,9 reeric County Zoning Administrator ate DATA TAKEN FROM THE L T, E. MANUAL 7th EDITION SILT FENCE W/ WIRE SUPPORT X X SF NAME: lite Plan Approved by Fie ek County lanning Depa ent eviewer ate (F)Ia' LANDSCAPING NOTES RIP RAP RR tg§go CERTIFICATION #: DATE EXP. i, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. Landscaper must stake and guy all trees, Stake locations must avoid utilities 1. Site Plan approval from VDOT will expire three (3) years from t da of the approval letter. 2, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval, SEDIMENT TRAP ST 3. The Frederick County Sanitation Authority approval is valid for two from date of approval. If construction is not in at the end DATE: S EPT. 28, 2007 a 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. years progress 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans, The planter shall guarantee all plants for one year, of this period, Authority approval shall be void. SCALE: N/A 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a CONSTRUCTION ENTRANCE CE 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any 3• Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner, Land Disturbance Permit and agree to periodic inspections, shall be void. 5, The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0216 site work, 4, Plant substitutions will be allowed with the written approval of the Frederick County Planning Department, approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SHEET 1 OF 6 43-(191)- 66 LOT 14 LENOIR CIT� CO. OF VA J060020673 ZONED: V- i USE VACANT 7.618 ACRES LUL > D-N-D Bockhoe Service - ---------- J, # RADIUS LENGTH DELTA TANGENT BEARING CHORD FF= 746. 00' VDOT Entrance Notes: CA (z) Q� -12344 1 -10233'E 1335. !3 6 9011 -IT1446 9,11' IN26 1. The VOOT field inspector shall approve all forms prior to pouring Fc ...... curb and gutter at entrance, i =3 t� A V) -0 2. The VDOT field inspector shall make the final decision on EX. SSPIH -12 ramps if he deems them necessary. placement CG 0 RIH,= 749. 5 Co U 3. The stop bar shall be thermoplastic, /A/V YV=75-2.3-1 4. The entrance shall be built to VDOTstandard CG-11 specifications. 5, Use VDOT aWP-2 for tie-in to existing roadway pavement, 11\1V OIIT=7,7detailC: X Contact to VDOT inspector prior to pa ving to determine applicable WP-2 requirements. C (z) -- 43-(19)-58 DONALD G. SOWERS "N U =3 ZONED: A4- I a4,11 USE: CONTRACTOR -0 2,500 ACRES TIE INTO - ----- (p EXISTING CURB r CURB 7 CUT X I �Iuh IN" /* C_n (j, SIGN StE­TRANCVD0T E EN NOTE 12 �h - `- ~' ! - 1 ~` " _--_..._`"~-,_` l t 5J2 Nz ki DO OUTDO 'GRAVEL 5 GE 21 V 54 ------ 06 519. • 46' 532 stE VDOT ENTRANCE 518 IRF ......... . N07E J2 Z3 25 q x cr PR., SIGN C) 5 S H N 52 4- 552 482 + Edge of Pavement I S 4-4 4- 4 2 9 6' Apron 92\ 4 49-1- mon 50-0 z"i �A 1_'A OUTDOOR GRAVEL S TOR GE + J., 12' 50 57J lit TAP 8 C,05 GAS CQ Warehouse C/o FF= 725. 00' FCSA 4 LaterG 0 Inv=745.14' S S S S - S 51-4 5417 CP -51 Vf N 2 ��n`crete Truck ,PqdZ0,i14' '�K 0 V 92- In 92' 52-f�� wM 521 531: 10' Wide Covered Dock 4 +49 -(19)-,31 4,3 49 �end 522 HVAC's 0 0 1t 11 WINCHESTER WILDLIFE TRUST %.- L_ U_ i N CIO 52 Q) i %� A' 61 8 STi 1060011397 C2 52 .52 1 Service In v= 749. 0' ZONED: V- I 52-1 545 USE INDUSTRIAL Office=935 sf 15.000 ACRES Q) Q) OFFICE, J 1,870 sf (11511,,) 52-V SHOWROOM 52-4 2,450 sf (152) �' 1 / , >< WA REHOUSE (73 '17 0- 1 FF= 75J. JJ 12, 000 SF EX TOPS111 STOCKPIr ­j 6' Door FF= 75J. JJ' J' Door i t h tx f h 7�� 5J ALL REQUIRED EGRESS LANDINGS SHALL ji� I 545 Q, COMPLY WITH SECTION 10078 FOR i::' -4 QS EXTERIOR AREA ASSISTED RESCUE ROCK .15 aa Office=935 sf 48. 00' +52J 60 52Q 120.00' 1 46 1 76. CURB 'Cn+ N 5x5' Lai' i I 1 -51 W CUT51-6 25' BR[ Q) 111 FH RAI = 758.8 157 ti A I i / JAj= 7 t� 748 ROCK 491 4P C, + q, + q) IIVV OUT=7552' "n , Qr, 43-(19)-6,5 � t 51-0 54j, -4— LOT 12 un 'SMT rSMT PARK \Fy 10' 'UTILITY & INAGE ESIM T Cn11FA1 AIP� Lt /,/U CITY (I U. Uf V111 25�D '50'57- E - 4JJ.01' J060020672 5.2' S 58 ZONED: V- I IRS _la- �i*-& Dk,�Ai VT ES ARK COVENANTS 7= S s PER P USE, VA CA /V T 5 § 7 620 A CRL� 2 "FORCE AIN N z Parking Lot Screening 4J-(19)-59A 'Ilk Modificaitons or grading of the hillside between McGhee Road RESS PROPERTIES, LLC and the parking lot may result in additional plantings at the /070003537 time of inspection for headlight screening, ZONED: M- I USE LANDSCAPE CONTRACTOR 2.000 ACRES V* 4 20' of 20' GRAPHIC SCALE LU < 'T 00 0 CD " DATE: SEPT. 28, 2007 SCALE: 1" = 20' FILE NO. 0216 SHEET 2 OF 6 Prune codominant leaders.- ~ DO NOT prune terminol leader or branch tips Prune rubbing or "j , � cross branches_ t Prune narrow crotch angles & water spouts ,Prune broken branches Remove tags and labels Prune suckers Cut away all balling ropes 2'°-3" mulch kept Remove top of wire basket\ laway from trunk Soil well to r-contain water Backfill soil • Partially backfill, • water to settle Widen and score - -- soil, finish holes in wall l bockfilling Area for water Remove container and cut 5 drainage (Pipe circling roots if or the could contoiner-grown, or os be installed) much budep as possible if Leave solid soil pedestal - do not field -grown dig deeper than ball depth fDig hole 2-3 times root ball width TREE PLANTING DETAIL (NOT TO SCALE) R7-8 HANDICAP PARKING Sl (12- X 18 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED \ VAN ACCESSIBLE PENALTY $100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES REQUIRED EFFECTIVE JULY 1, 1998 z v PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 3' MIN. 72:1 12:1 3' MIN, N CG-6 CG-6 N' NOTES.- 1. H/C SPACES MAY NOT EXCEED A 21 SLOPE. 2, RAMP BUILT TO VDOT CG-12 STANDARDS. 3. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWAL K OR MOUNTED TO BUILDING IF POSSIBLE. 755 750 745 740 735 730 0f00 0+50 1+00 1+50 2+00 2+50 3-1-00 3+50 4+00 4+50 5f00 5f50 6f00 DITCH LINE PROFILE 1 "=50' Horizontal, 1 "=5' Vertical 755 750 745 740 735 730 LANDSCAPING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 24110 = 3 Per Impervious Area 1 per 2, 000 sf 98,79212, 000 = 50 53 Green Area in Lot 5% of 12,309 =1 2,090112,309 = 615 sf 17% provided Trees Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Quantity DW Kousa Dogwood Corpus Kousa 2" Caliper 25' + 21 LC Leyland Cypress Cupressocyparis Leylandii 4' tall 35-45' 32 53 Stormwater Management is provided by an existing pond on Tax Parcel 453-(19)-58 (D-N-D Backhoe). TREAT WOODEN PANELS WITH WATER SEALANT— t. 43-(19)-58 DONALD G. SOYIERS HU88ELL WP-1 CUT-OFF k € - `f J050008976 _ _ ZONED: M-1 O Z MODEL # WP2CH175QT { �� 7 " #` 0SE CONTRACTOR o Q 2.500 ACRES WALL -PACK LIGHT DETAIL 1 f E%L 9ND CypRESS In ti - X i - 8' OF 3000 PSI CONCRETE W/ WOVEN j j �,� SCREEN pN T""'�'�►.. Y, '••f_ - •. •' .... �: WIRE REINFORCEMENT _` `'`-- THIS . a TYPICAL 6 TALL BY 8 WIDE DOG-EARED FENCE t i 8" OF 21—B COMPACTED TO ; `, �, OUTDOOR GRAVEL STORAGE " a PANEL. INSTALL ON 4 X4 X8 TREATED POSTS SET 95q DENSITY ( � 3' DEEP. SUBGRADE FREE OF ORGANICS i 1 & COMPACTED TO 95� DENSITY PLASTIC OR VINYL SOLID DECORATIVE 6 PANELS MAY BE SUBSTITUTED. TYPICAL TRUCK AND DUMPSTER SECTION ,� i SCREENING FENCE DETAIL ,f s-- x o k N. T S. 4 " OF 5000 PSI CONCRETE W/ .:. '. ' FIBER 4 , 4 OF 21—B COMPACTED TO p p CURB CUT DETAIL 1 'P i �s i " t`f p if 95% DENSITY a i z !; > �� 6 Apron PLAN VIEW '" i 4, OUTDOOR GRAVEL STORAGE ORGANICS 1 ' 1 \ w TYPICAL SIDEWALK SECTION ' 8" LINE k 3 WV , ( ; ; o� ors as cys ( \ i i t� �, �/ (s s s— s s S sVFH 36" j Concrete Truck Pod 50V'14 k 2" OF SM-2A BLS-- -_r,k .... 4 �, n k FA' x s 6" CURB 6" OF 21-8 COMPACTED TO 1 f-;'+' y i;4'M ,/'' a �, _ 10' wWe Covered Aock " � : x h t0 i 43-(19)-31 959 DENSITY i �� { iW ` O CC WINCHESTER H/1DLlFE TRUST W TUB X �r jf060011397 Z ' 8., a a i 1• Servke -." -- l i ZONED: M-1 � C) SE-15. INDUSTRIAL ACRES Z ~ 5% SLOPE wv t ? "' "' USE I0 ACPErA1 SUBGRADE FREE OF ORGANICS '2�' & COMPACTED TO 95Z DENSITY 2'r 4 ; 4t 1 1 � TYPICAL LIGHT PAVEMENT SECTION � bo �,� i� OFFICE-500 sf 30' 0' 30' FOR THE PARKING SP 6 CURB t t '� SHOWROOM-3,820 sf WAREHOUSE FF=753.33 GRAPHIC SCALE 12, 000 SF N FF=753.33' Il t r LOT > �,. � 1� z 43- .9'-66 1 ALL REOU/RED EGRESS LWDINGS S1WLL LENOTR 14 i Y t i8► 1�t txn Z CDAIDaER/OR AREA ASSISTED RESCUE CO. OF VA O { rn q %060020673 { ', ) i i ZONED M- 1 i t 00 it US£. VACANT 7.618 ACRES S y ! WALL -PACK LIGHTS TYPICAL I Q = 10 CFS (10 yr) FH EX. SSMH Slope = 3.8% 1` ;RIM=758.8'. INV iN=753.3' I 43-(19)-65 JNV OUT=753.2 t, Velocity = 5.6 ft/s LOT 12 �: ! __._..-_ _. __._ __..__. _. __._...___ _._---._ ._...k--.._.- ---- --- LENOIR CiTY CO. OF VA 10-yr -Depth=0.5 f060020672 , zoNEb: M-1 .fix 24" BOTTOM 3'� 8" OF 21-B COMPACTED TO USE., VACANT ORCMAINs2o ACRES 295X DENSITY ...___ EC-3, Type A Lining aZ a -r u,\ SUBGRADE FREE OF ORGANICS L Parking Lot Screening: FX, 6 TALL BERM ON RESS PROPERTIES P,ESS PROPERTIES, L1C & COMPACTED TO 95% DENSITY J070003537 CHANNEL DETAIL Modificaitons or grading of the hillside between McGhee Road ZONED: tit- I TYPICAL GRAVEL SECTION PLAN VIEW =� ti and the parking lot may result in additional plantings at the use 1AIJ .000 A CONTRACTOR 1 1 1, time of inspection for headlight screening. 2. 000 ACRES ■ U O C q O — V) � C ko W � CD O V� O O � .N O � O U (a N C3 CD v/ y 0 .NIA O oo _ - n ZZ ZZQozjo ?OOQy�c�z ww°Qoo �soC � qZ'- L11'jQ5o W z z m Q v zt ci a CSV)N z U U') w CZ W Q 0 DATE: SEPT. 28, 2007 SCALE: ill= 30 FILE NO. 0216 SHEET 3 OF 6 ston finished grade fill 24'select backfill All backfill to be compacted to 95% of ASTM D698 maximum density. STANDARD treated 2*x 4' with top 6* painted blue l'coupling (PJXFIP) and MIP plastic plug on 6 tall piece 24' Opposite Side Insulated saddle wit corp stop 12 gauge solid coppervilre for line tracing. stone taped at 10 foot intervals Same Side INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 4, Wed 2. Water service crossing street: ,ackfill a) Encase In 3' diameter SCH40 PVC or SDR21 pipe, The piping shall run from one foot beyond sidewalk, across the street to one foot beyond sidewalk. b) Install 12 gauge solid insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around bottom of angle ball valve; terminate with 12' tail piece]. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE CONCRETE ENCASEMENT TRENCH & BEDDING MAR 06 i'da. schedule 40 steel pipe filled with concrete 3- and pointed yellow fin sh ed grade 01 18'dia. concrete Ilya encasement -1; > BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table, the Authority's onginew shall be contacted for hydrant relocation. rooncrete pad V-6'dla. x 6deep 4' stone screw t" adjustable valve box locator marker 5/8" x 3/4", 3/40 AND 1" METER INSTALLATION -7- 45° spigot by gasketed bell 45* bond -3'minimum — gasketed pipe and fittings 8* x 4* gasketed bell wye SDR 35 solvent weld cap property line finished grade location marker 36' cover min. stone ...................... ...... 41 pipe at 2.00% minimum grade is is .............................. .......... ..................... All pipe and fittings shall be SDR 26 heavy wall sewer. treated 2x 4' with - top 6' pointed green T is, JUN 06 concrete pad 18' dia. x 6' deep A� 4'stone — screw type adjustable location marker valve box Joint stone rastraini grade 48' min. -valve restrained to main i,\\r ii•�i!�p�q�q��rlcrl�i�p�r!Jr!�!�q��4�i��i`q��' � rOO��G��:i\�G�4y�4�n:,G°o�ri�ri, <��J�<�� �', 'V�V Erx 8'x 16" solid block Water 14"thru 36' GATE VALVE a 1us a valve box valve restrained to main solid block Forced Sewer MAR 06 VaJvco Inc valve box assembly: lid: Rg.. No. 7 marked SEWER' top section: Figure No, 7S26TO bottom section: Figure No. 1BOB24 concrete skid pad finished 16' dia. x 6' deep grade lo. 4' stone Panella Model PA4SV-CSK (41 cast Iron oOo cfeanout cap with standard gasket and brass plug having a countersunk square head heavy wall brick base ..... ..... sanitary Vyo Sewer main 45° bend ....... 46- . ...... ............ ...... ... ::.. .. :.V., ........ .. ..... ..... ... ............ .................. ............ ............... ... .... .. ......... stone All pipe and fittings shall be SDR 26 heavy wall sower. mechanicalloint swivel tee with 6'branch SEWER LATERAL FIRE HYDRANT ASSEMBLY FOR MAIN WITH COVER 15 FT OR LESS SEWER CLEANOUT _10- APR 06 -17- MAY 06 MAY 06 Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE Pvc DIP JOINT 8, 10' 12' 6' 8' to* 12 40 60 60 20 40 40 40 60 20 40 20 REDUCER L f~L~'+ L�I In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (0) PVC DIP T 8* to* 2' 6 8' to- 1 12- 60 60 80 f00 40 40 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6"THRU 12' 1 OF .2- MAR 06 I— Ljr Lr —1 In addition to restraining each joint of the tee, (1) any joint :9 that falls within the recommended length on the branch I outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45* bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 — 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 1 20 1 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12X8 20 20 Za 20 2 X 6 F 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING M DIP DEGREE 6' 8. to' 12' 6. 8' 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22,5 1 20 20 20 20 20 20 20 1 20 1 11.25 1 20 20 20 20 20 20 20 1 20 HORIZONTAL BEND RESTRAINED JOINTS - 6* THRU 12" 20F3 -3- finished DOWN BEND DEPTH 4 Fr. MIN. Ld UP BEND DEPTH DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and tt other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu), RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 FT. MIN. 5-12 FT. SIZE/7)PE DEGREE OF BENDS Ld (DOWN) Lu (LIP) SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6* PVC101P 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 a* PVC 45 40 20 to' DIP 45, 22.5 & 11.25 20 20 8, PVC 22.5 & 11.25 20 20 12- PVC101P 45 40 20 8' DIP 1 45, 22.5 & 11.25 20 20 12* PVC 22.5 & 11.25 1 20 1 20 10" PVC 45 40 20 12* DIP 22.5 & 11.25 20 1 20 VERTICAL OFFSET RESTRAINED JOINTS - 6'THRU 12' 30F3 MAR 06 -4- MAR 06 760 755 750 745 740 735 730 0+00 0+50 WA TERLINE PROFILE 1 "-50' Horizontal, 1 '-5' Vertical 760 755 750 745 750 745 740 740 - -- ----------- --------- _J. L j N< i 7J5 Za. 7J5 Q) Lr) it � II II 1 l I cz, 7JO 730 0+00 0+50 1+00 1+50 SEWER LATERAL PROFILE 1`50' Horizontal, 1 "-5' Vertical 1.1- U7 U� CV) 0 ;E� CD U aLa 11�1 -0 C: (0 p C -1:3 Z3 O C: 6 Q) DATE: SEPT. 28, 2007 SCALE: 1" = 20' FILE NO. 0216 SHEET 4 OF 6 (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 III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFiLL AND COMPACT THE EXCAVATED SOIL. FLOW �/ G STONE CONSTRUCTION ENTRANCE 7n' MTN SIDE ELEVATION I COURSE GR AGEGATE TESEDIMENT B I TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION r VIEW n I PLAN —— ...... SECTION A -A EXISTING PAVEMENT 5:1 i MOUNTABLE BERM (OPTIONAL) I COARSE�;• F11OW���: `gin:;;:; ►: ;.•. 2-10 ACRES OF DRAINAGE AREA: J 6" Seeding Schedule (per section 3.32 of VESH) EROSION & SEDIMENT CONTROL STANDARDS 1.) Topsoil will be spread at a minimum depth of 4", 2,) Pulverized agricultural limestone will be incorporated 1, Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final into the soil at a rate of 92 lbs per 1000 square feet grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to (2 tons per acre), denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent 3,) Fertilize with 10-10-10 at a rate of 23 lbs per stabilization shall be applied to areas that are to be left dormant for more than one year, 1000 square feet 1000 lbs per acre). 4.) Seed mix will consist of75% Kentucky 31 Tall 2• During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with Fescue, 10% Annual Rye, 10 1 Foxtail Millet, and 5% sediment trapping measures. The applicant is responsible for the temporary protection and permanent Red Clover at 200 lbs per acre. stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the 5,) Straw mulch will be applied to all seeded areas at project site, the rate of 3500 lbsper acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. gallons per acre, Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enou h to survive and will inhibit erosion =--I VDOT #1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. COARSE AGGREGATE i 4 FILTER FABRIC •{ .�a <�:• FLOW 2 III I WIRE 1 1 REINFORCED CONCRETE DRAIN SPACE CLASS I R.IPRAP SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE, 3,05-1 SECTION B — B lT00d k r1�°t SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3,02-1 SOURCE: VA. DSWC PLATE. 3.20-1 E 7J1'.51' - ••,,. `s' I - r SF I ! O- ----- [ f OUTDOOR GRAVEL STORAGE _ - CE CD I i � L CG V 6' Aaron OUTDOOR GRAVEL STORAGE — L'N _ Z s� s s s —s �s s w 78 Concrete r PW SO' W4' V k W �na 10' IYde Covered Lock 11�+' Bend STUB 00 Q 8" � OFFICE—ICEsf SHOWROOM-3,820 sf i FF=753.33' WAREHOUSE V W ' 12,000 SF `€ FF=753.33' 1 y 4 ALL REOUIRED EGRESS LANDINGS SrWL 1 1 COMPLY WITH SECTION 10076 FOR f{ € EXTERIOR AREA ASSISTED RESCUE ki } 30' 0' 30' GRAPHIC SCALE � � } I1 ,f I � EX. SSMH { } i Lim RIM= 758 8' € INV IN- LCG I v r N OU 75J 7' ' l u_.__. c, _..._.. s .__ S .__ s ___ 5 __ ____... , .____ y ..._Y 5 --- S -.___. g z A 2" FORCEMAiN , 1. t 1 it 1 1 IN 9 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a fist step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5, Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation, 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin, a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres, b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration, Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure, 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet 1` protection and any required temporary or permanent channel lining shall be installed in both the conveyance I channel and receiving channel, ' 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction, rl Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used i for these structures if armored by nonerodible cover materials. i 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided 1 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses f shall be met. 15, The bed and banks of a water course shall be stabilized immediately after work in the watercourse is / completed, i ( 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a, No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches, I` c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping 1 device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. 1 f,Applicable safety regulations shall be complied with, l 1 17, Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is r transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of 1 each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a l sediment control disposal area. Street washing shall be allowed only after sediment is removed in this 1' manner, This provision shall apply to individual development lots as well as to larger land -disturbing activities, 18,A11 temporary erosion and sediment control measures shall be removed within 30 days after final site > stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local j program authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. J 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: TYPICAL INSTALLATION AT END OF PIPE SOIL STABILIZATION MAT MAY BE USED IN CONJUNCTION WITH STANDARD EC-1 EROSION CONTROL STONE AT OUTLET END OF PIPE. 1�. /-- ENTRENCH EDGES OF MATERIALS 6". *TRANSVERSE CLOSED CHECK SLOT *TRANSVERSE CHECK SLOT TO BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION FOR PREFERRED INSTALLATION. *TRANSVERSE OPEN CHECK SLOT EROSION & SEDIMENT CONTROL NARRATIVE Project Descriptive This site is located in the Stonewall Industrial Park on the east side of McGhee Road. The purpose of this development is to place a 17,020 sf building onto the three acre lot to be used for a plumbing wholesale business. Existing Site Conditions This area has been excavated in the last year as part of the development for D-N-D backhoe service, The silt fence and sediment trap currently on -site needs to be repaired and cleaned as part of the new development. The stormwater runoff will flow to the existing sediment/stormwater management pond located to the north on the D-N-D site. The pond was designed to provided management for the seven acres origanally permitted for D-N-D that this three acre site was created from. Adjacent Parcels The surrounding areas are industrial zoned lots and state roads. The grading plan for this project proposes all developed runoff to flow to the northeast through existing drainage easements to the pond. Off -Site Areas All work including topsoil stockpiling will remain on site, Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Swimley (#39B) and Oaklet Silt Loams (#32B) with rock outcroppings indicating Fredick Poplimento's. These soils have medium erodibility and runoff, Critical Erosion Areas This area is known for Karst topography and contains limestone outcroppings and clay that shall be managed by diversion dikes with check dams and silt traps. Special attention should be paid for evidence of any sinkholes on this site during the construction process, Erosion & Sediment Control Measures All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook, Structural Practices Install construction entrance (with wash rack if required by inspector) Maintain the existing sediment trap Install diversion dikes Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) 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 Contrc' Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2, The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection, ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing, ES-4, A copy of L he approved erosion and sediment control plan shall be maintained on the site at all times, ES-5, Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority, ES-6, The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. E5-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device, ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately, General Note: The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment, EC-3 STAKING DETAIL IkeSTAKES OR PINS I - I _ CHECK SLOT 25' 0-C. I I �.c-3" OVERLAP NOTES S'-2" —►{ 1. STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE A MINIMUM OF 12" IN LENGTH. IN SANDY SOILS IVIETAL STAKES A MINIMUM OF 18" IN LENGTH SHALL BE USED. 2. SON. STABILIZATION MAT TYPE A AND 8 ARE TO BE IN ACCORDANCE WITH THE APPROVED PRODUCTS LIST. 3. SON. STABILIZATION MAT SHOULD BE INSTALLED TO THE SHOULDER BREAK POINT OR EXISTING GROUND ' THEN EMBEDDED 6". MATERIAL ON BOTH SIDES OF THE DITCH SHALL BE INSTALLED TO THE SAME ELEVATIONS. 4 IF M R P T OL ORE THAN 3 LINES OF MATERIAL ARE REQUIRED PARALLEL TO THE OF THE DITCH MATERIAL SHALL BE INSTALLED PERPENDICULAR TO THE CENTER LINE OF THE DITCH, STARTING AT THE LOWEST QELEVATION •.;,�,�;,` OF THE DITCH, 6' FOR SOURCES OF APPROVED MATERIALS SEE VDOT'S APPROVED PRODUCTS LIST FOR ST`O. EC-3, UPSTREAM AND DOWNSTREAM TERMINAL TYPE A OR 8. SHEET 1 SPECIFICATION REFERENCE SOIL STABILIZATION MAT 606 DITCH INSTALLATION TYPE A OR B 244 REV VIR(7NIA FWPARTU7141' nP TRANCPnPTATnIJ 114.03 . ; U_ a� o� O o 0 U C C fu i ' i� rV O rip N 0 5 O L, ti O C n c v ZNIA CUJ m 7y o 00 r z - Ln z. :D O MOD zQQ) WIZZ ILL, Wmoo j C UI J 04 IT � v 0 O N z O 1 Lu LU 0 O Q Q) w� Wo Q)o U o ~ JIry O c) tt� w Q •� O J DATE: SEPT. 28, 2007 SCALE: n/a FILE NO. 0216 SHEET S OF 6 WP-2 �c EXISTING PAVEMENT `! PROPOSED PAVEMENT WIDENING PROPOSED ASPHALT MIN. 12 CONCRETE SURFACE COURSE MINIMUM 165 Ib/yd' SAW CUT 3 INCHES / AND REMOVE EXISTING 3„ ASPHALT TO FORM A BENCH JOINT EXISTING PROPOSED ASPHALT TACK COAT PAVEMENT PAVEMENT LAYERS REQUIRED r - EXISTING PAVE-MENT_. PROPOSED PAVEMENT WIDENING PROPOSED ASPHALT MIN. I CONCRETE SURFACE COURSE MINIMUM 155 Ib/yd' - SAW CUT A MINIMUM OF 2 INCHES AND REMOVE MATERIAL TO TOP OF AGGREGATE. EXISTING PAVEMENT ASPHALT TACK COAT REQUIRED PROPOSED PAVEMENT LAYERS EXISTING AGGREGATE PROPOSED AGGREGATE LAYER EXISTING AGGREGATE PROPOSED AGGREGATE LAYER SUBGRADE SUBGRAOE PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN 6"IN DEPTH) (DRAWING NOT TO SCALE) (DRAWING NOT To SCALE) - END OVERLAY NOTES: MIN. 100' 1. WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT, SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER. TAPERED END MUST BE APPROVED BY 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS. ENGINEER 3. A PERPENDICULAR CONSTRUCTION JOINT $HALL BE PROVIDED AT ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT. \ 4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUSGRADE AND COMPACTED PER VDOT SPECIFICATIONS. SEE CONSTRUCTION 5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT JOINT DETAIL PRIOR TO OVERLAY. PAVEMENT 6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT DENIN CROSS -SLOPE AND PAVEMENT DRAINAGE, 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF 165 L65/S0 YD OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER SEE CONISTRUCTION THE LIMITS OF WIDENING. JOINT DETAIL B. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. i 9. FINAL TRA14SVERSE 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 FEET ! TAPERED END MUST STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. BE APPROVED BY THE VARIATION FROM THE TESTING EDGE OF THE STRAJGHTEDGE BETWEEN ANY TWO CONTACT POINTS ENGINEER WITH THE PAVEMENT SURFACE SHALL NOT EXCEED 1/4'. MIN.100' 10. PAVEMENT WIDENING PERFORMED UNDER A VOOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER. BEGIN OVERLAY PLAN VIEW (DRAWING NOT TO SCALE) PAVEMENT WIDENING NEW 9lO6 303 02 VIRGINIA DEPARTMENT OF TRANSPORTATION t"rTginra 1)epartnl(z))t c>f 7i�c)f;.��tol'tc�itin)) ,-I-flU111am .Staridards gf'F.trtrrrtice.s to .State Hrghtrais• t'0P•1I'Vx1t a t r ail ,ii.�:°°It1?L:� r"1 I P-Sl-(;NS A 1. ON- C, H[CXiWA YS WT°faH 1:-)H0U LD ERS S 11J (:: L = T Div G `,Ad , �.'r' I_ 1"a T � Z i'•!�; r' C '1 Y I lr - i I I' 1 1. , F I' �I bI 1 c ! ' t \\ ll Ejyf' c! Po".r ""t-......--• i I A 'I xx STREET APPROACH SAME SURFACING (RADIUS 10 BE AS I C I C AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) I _ - - - - - 1 (RADIUS 70 BE AS 1 RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER CG-61 (SE NOTE 7) I 41 SIDEWALK I (SEE NOTE 2) t OPTIONAL 6" - - - FLOW LINE 3 EXPANSION I EXPANSION JOINT o JOINT NOTE- WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A-.1 PLAN VIEW MANLIKE ROADWAY SLOPE 10' PARABOLIC CURVE EDGE OF SHOULDER OR aX MAX' SLOf?E GRANGE ® _ - D OPTIONAL FLOW LINE - - - d MAINLINE ROADWAY - SX MAX. ® D SLOPE CHANGE D SPECIFICATION SPECIFICATION REFERENCE REFERENCE 315 502 s'httgni o;l.'cr�s,cNs �. A, dgl r.•rr P,ac Fy 1n.=. . e ngmccr - '+70 ur yrratcr C 25 or grcote•, I1 developing I cltti w,CfC it t'J' ul(iCij,OtCd lhn`. ere -:ghl I,un In-,e Hill L-c n_• a c'rocx Lh•u lane :n (1:a !ur.:rr-, rn ndcilin:,r� tl'13 r:convnenird. C 12 'J G^J'. 71FC rpel; ac'cr,cd shn:lr• -nrr. fn olfl roge• I and c Pc d l >s of pr +^ ccr¢cnr d b Ira d.silnnr nr moy b� eau eu by Ile rr•^inner a for gnr vrh;r,Icn nro w aC - 40' 2^, 90, , v Fnt-nn�dnSnkr, Oho ,n lb, '.' b) - Uiliod LC r- .t -'Gi IC v to ce4t,v BYHntr of dyrecled d: opurdved by ;he SING A�,."• _', r ;,. l^ Gn jinC'er. v,1,t•'t �'•�•.cd X\1 t a. ;A♦ F:1 : r,.a:n ri •, ci,h o. _ .A( It nn ALC.nf.Rih:T n Z4. ':'A•:, 30-:1-1C 'a pr cc.�rc, Oro u: ',J5 ;n :-urduP('C with, St C,r - 1. will De provider:. I t -._.. _._._.- b I -. • F •Y , Id,y. of I'n. e.„nnt SPECIFICATION REFERENCE 105 19 502 iy CG•12 ;. TH- rr-FOTAI;I.E /DARNING $HA_l. 3:= PROVIDE[: B" ?RY.IF1.':ATED 0(1MEs �.1 yr„a� 1I ����."�' \ 2 - _ - _ >^ F ATiL: wartJL1., TO 3_ CLASS a-3 rOkCRETc 'C_A., /•-4 1. PRECAST'. \ --�^r. \ K - f' `\\ \�' W 1-1 tbl-11 sir erFlr,TANT INIECRAt. SUrra.r CCVCRNC.. TI C FULL Jn:)Tf CF TIr. ItA%9 110':R IT" P •)OI IN I I I,G It IN Ili] UIRICI CS DI P! IA S'1)AN - f• :ff�' TP.AV=L. OTHE't rYFEs OF M.^,TER(^.L WIT-1 THE TINTING^: ED -OM=E DETECT^8LE r W^Rr•NNG MA:r EE US_C W tH THE IPPP,OVn! OF THE ErJO'NEEP,. "ter= A 3, SLO-NG SIDES OF ;J.4E RAMP VAY 3= POURE) MONO-11-ECAt_Y IIITH RA'.!P ��RPEFIOICULAR F_00? OR BY LSIW: PERFA 31ELE CC•t.S-RLICTCN JOnr ttl-H ?EOLIRE) EARS 4, I= RAM(' =' l:Ch IS I$EUkT, HOLES %4QS1 LE PH3•: CEU FJ? LOWEL BAd2S `C THAT ADJONIN;; 'LAREE SIDES GAF( BE CAS- N PLACE AFT-R PLACEMEN- OF .-'. ` PR=CrST Rntf= =CODA. PR -AST CONCRETE 5HA,L 3E C1,/u5 5, REQURED BARS a?. TC 13C \ID.5 X 8" PLA"E0 +'"ENTER TO CENTER A_ONG BO111 SIDES 0= THE ?%I,P FL 70R. kt6 DFF rH OF RAt,P fLO3? MNiUJt'. J- -\-- -vrs�` ,21 MA1 c 1 COtJlai- 11 C'.)VF It ly,". yr\d` yi�`�`.-� > \ 121 MAXI - __.- _�-- _... 6. CURB ! CVRt 4ND GUIT_R `LU'E TRANS IIONS eOJA,',:N( U CUR3 R.AF/PS -- - A?= RJC_UCED IN Pa'tiEF.17 FCR CURB /CURB AN()GU'T:.R �_ _�- I Yt'1- H. .. CURB RALFS AR- TC BE OCA.TED AS SHOWN rk -HE FLANS OR AS DIREC-ED I-AJ,ALL_L fly -He EtJGIVEER ;H Y ARE TD HC FROYID=O A iwcr,EcuoiNS WHERr V-r' AN AVO SSF1 i?N.III 141 10t, III I41GIII DI WAY Dl A 10Cl WAY .ACII IIY CII( "5_S A. CU(3 IiLGA:;J_L�,i UI '''MILIiLN bUL11ALF, ., LX IING. 'UUt'Ci'LU. OR NO1I:Xi51EN1 Tif.Y MUST BE LOCATED WI-HIN PEOESTRiNN CRCSSWALhS _Qa- AS SHOWN DN FLANS OF ^S DREC-ED BY TI-E ENGINEER,,A•ND SHOJ_C NO- ���� \ BE LCCA-ED 6EHtvp "EF!I',.E S-OVA«IES EXISTFJG t. CI-1- PO -ES, FIRE - :-- Y1: , 1 VAA `, HYDRAIaT,,GROP 1JLEIS ETC. A•^D___18_E ROUT_`' FROVID: A CONT!NUCUS UNOBSTRLCTED. ;1 ABLE, -IRM AND `.L]P FE;I;TAWT FaT+- CCNNECTIOG AL_ �MCtJTS --� Jr AC^CSSIDLL CL q- 4 FAC,LITY TIIAT CAI( CC AoPR�!iC11CD.=NTCRCD AND USED BY PEEESTP.IFIi`.. --'-- 8. P,A\1PS MAY EE. PLACED ON R!'LIA_ OR TANSEN'1/,L 5°-TIONS °ROV�OED THLt 'NITwN ^705SWALK r A.1 ,1( <' HIGW_� II - AN ` THE CURB OPEN110 IS FLnCEC• THE Llrn'S 0- THE A'vD 'HIT `1- --- EDCE 0= PAVEMENT THE SLCFE AT THE OFIN:CTION 0= THE ..ORE CPEiANG MA f.T )KX AS TOP CF CJRE PFR'FNMnJ AR T..1 THE CURB. ,SAME 9. TYPI!'As. ")NCREAF `WNVAIJt IS 4' HICK. WI -EN IH` FNRAN, F RAJ. I`:; AriNL'� -TYPE ACCOMMODATE THE TURf,IVG RECU:�-M?NITS OF ANTI"�F•A ED I-EAVY TRUC•t ` TRA-FI_^ R„FER TO STANDARD .,G'13,COMMCP.CAt ENTRtrIC_ O-EAV'•• PARALLEL & PERPCND CULAR TRJC� f6l`T!C: 2'CR CONCRETE OEPTH. IO WI F.N CtI'?1 RANP`i A?E 1;`7 tl W .^.,,^,hL :IN('-T'+N 'Hill[ ell A illARto .ICE PATH L HI VINIM:I.V WINW NWI 1L III WIDIII 01 III !II!Alii 1 119 ✓✓II, CATFD 1. C�(, J ��U✓O V J G V C V :J c� F /\ `` C C 0 0 0 0 0 0 C O D O D + +TIX 0 C C 0 '0 C,O 0 7 C O n 0 .� O N uc'cooODODDcucoac° o.: BADE DIAMETER - U C U V U U V V V C U U V J O' DIME -EA� j•-'OP C C C J 0 0 C. iV J C O C O O G Y -?F/' VAABt F 1 "1 � ItAtit t7/IajI!/ __-- 4'MFa INI\1U11._ UM TS i RUNIC AI L.) DUML GE-_CTAE3LE 'vT/ARNIN> C)ETA:_ RETAIL SHEET I OF - a - C_G-12 DE_E'__T'ABLE �A/ARC. NC S U P F 4` P,EFfR£NCYt G E 1\1 E �. ^ L N C; I �� 7115.Ub� `AW; %IA 0 1'AI ( I tR N 1 (:1 1 !AN `;1'0!Z A I ICI 5' MIN.-/ COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A. B to CLASS A3 \ (H.E.S.) w , s, s'• e. >d', - - - CONCRETE d' SECTION C-C GENERAL NOTES 1. WHEN CC-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIG14ED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VOOT ROAD DESIGN MANUAL.INCLUOING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN tHE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 -7 TH OR CG STANDARD IS TO E CURB FACE ON THIS S MATCH BE ADJUSTED TOTHE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD, 5, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7_ MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) 8. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "0" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE D" DESIRABLE MAXIMUM HIGH MORE TH41 1500 VPD 0 X 3 % MEDIUM 500-1500 VPD 5 3 g 6 % LOW LESS THAN 500 VPD S 6 X 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION CG-11 203.04 CG-6 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. COMBINATION CURB Q GUTTER HAVING A RADIUS OF 3DO FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, S. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 IJPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4" R LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANOARO CC-7 IS REQUIRED. D P n P P Q Q Q Q 7" D ' J - P D P P D P D P P P D D G D D P D P --------- 6„ 2,_0„ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" 15 MAINTAINED. COMBINATION 6'' CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION INSERTABLE SHEET A59 I CC-12 PER aSSt6:.F. _..A CONSTRUCTION 9 +r JOINT 5 DOWELS, 8" LONG 12" C-C a'-0' o 4' ad MIN, C z `ram B' 101 0 !t_ z• tRVNCATED DOMES A SEE SHEET I OF 4 rOR DETAILS TYPICAL DESIGN 8' • 0" a' -D" BACK OF CURB 121 MAX. �- 48;1MAX. SECTION A -A �- 2'MN. � PEFWISSIBLE CONSTRIICTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. ALTERATIONS SEE SHEET IOF e. A a' SQUARE LANDING AREA OUTSIDE OF 211-T TRAVELWAY SHALL Y: II BE PROVIDED taITHIN �J zCROSSWATHE LK AREA. O Q =0 x N CROSSWALK _--_ CROSSWALK TYPICAL PLACEMENT QSSWALiK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH [SUFFER STRIP) THIS DESIGN 10 BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWN.K. LANDING (48" WIDE) REQniRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. sP(tlrrAtltN CG-12 DETECTABLE WARNING SURFACE RirEhYNCE ID5 TYPE A (PERPENDICULAR) APPLICATION 502 V!R0:N1A DEPARTMENT OF TRANSPORTATION SHEET 2 OF 41 NEW 7/05 203.05A 201.03 I � e R1-1 RI-3 R1_1 30" x 30" 28-4 Stop Sign (RI-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibility is required, a larger size is recommended. A.' a mutnw'ay stop intersectior 'sec -R-A eunnlementarr plate (RI-3) should be mounted Just beloxv eacn STOP sign. If The number of approach legs to the intersection is three Jr more, the numeral on the ,upplementary plate shall :orrespond to the actual number of legs, or the leeend ALL -WAY (RI-4) may be used. The supplementary piate shall have white letters on a red backgroun- and shall have a standard <ize of 12 x 6 inches (RI-3) or 18 x 6 inches (R?-4? A STOP sign beacon or beacons may be Ise ;r _oniunction with a STOP sicr. ^r described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN RURAL DISTRICT IT- ---- - - ---- L r_ M!NOP SROSSP.C,:.- ENTRANCE PROFILE z �WZPu LLA p Q O wy= O Q � t+l O � Q w ZO tair �Q� m N O �t03 W� Vi ; { I ... -_-}-� ( 11__L I �_, 1„ -.� T _ .I 1-• 1 '_. , 1 _ (-., Y�y" 1 jf-J ti:".i1�_4�-J,Ii��.11r�.1 1. 1 } - -I- 12.0' : ;1L1....15 s 1r L 26, 0' Ca) 2% 30.0' @ 2% ■ Q L4 C: O O WLn V' C O �O O Q CD lU �lul 1c oM BN0 ko 0 U O (gyp N l� Z 4 ,, ^� I V/ C: 4' U1 O C VDOT 0647-034-223, C501 l SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot -rolled, carbon sheet steel, structural steel quality, conforming to the requirements of ASTM Al 01 1 , Grade 50 ! except the yield strength after cold -forming shall be 60,000 psi minimum. The steel gauge shall be - I 14 gauge for the 2 inch by 2 inch posts and 10 gauge for the 2Y2 inch by 2 Y2 inch posts. Posts y (inside and outside) shall be galvanized in accordance with the requirements of ASTM A653, Coating Designation G-90. Posts shall use an in -ground anchor system that provides a stable installation and allows easy replacement of the sign into another system after vehicular impact. Posts shall conform ' to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall NIA provide a copy of the FHWA's acceptance letter indicating compliance with the breakaway requirements at the time of catalog submission of the posts. Posts shall have 7r6 inch (+/-Y64 inch) openings or -� LU m �y knockouts spaced 1 inch on centers on all four sides. Posts shall be installed in accordance with the p 000 manufacturers recommen dations. Payment will be made under: Sign Post Steel (size), Linear Feet. �O 1 2� �P zQpzi� �zew�oo0 Section 2B.04 STOP Sign (R1-1) Q z � Standard: When a sign is used to indicate that (traffic is always required to stop, a STOP (R1-1) sign (see Figure 2B-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends t` O � � 1 - o dbackground. If the number v ti a Z� shall not be used on STOP sign faces. If appropriate, a supplemental plaque (R1-3 or R1-4) shall be used to display a secondary legend. Such plaques (see Figure 2B 1) shall have a white legend and b rder on a re , Z of approach legs controlled by STOP signs at an intersectionis three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches tW � -4 Z are controlled by STOP signs (see Section 2B.0'7), a supplemental plaque (R1-3 or R1-4) shall be mounted below each STOP sign. O tion:The ALL WAY (R1-4) supplemental plaque maybe used instead of the 4-WAY (RI-3) supplemental plaque, O Support:The design and application of Stop Beacons are described in Section 4K.05. rJ U O p N All STOP signs must be 30"00" in the Edinburg residency. Section 2B.06 STOP Sign Placement 7 'L 13 the sign visi 'li ' is restricted a Stop Ahead sign see Section _C.2) shall be When the STOP sign is installed at this required location < n b1 Standard: The STOP sign shall be installed on the right side of the approach to which it applies. W g q g ri p g ( ) T o the oad user it is intended to regulate. STOP signs and YIELD signs shall not be installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimiztnl, Its visibility t h g g g mounted on the same post. Guidance : Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Support: Section 2A.16 contains additional information about separate and combined mounting of other signs vA ith STOP signs. Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B.16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. Section 3B.16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required t o be made. If used, yield lines (see Figure 3B-14) shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Stop lines should be 24 inches wide and white thermoplastic. Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (R1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 Turn (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). O1 lion: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance witha YIELD (RI-2) sign or a Yield Hereto Pedestrians (R1-5 or R1-5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 m (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock crosswalks. In the absence of a marked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 m (30 ft) nor less than 1.2 Tu (4 ft) from the nearest edge of the intersecting traveled way, Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield liere to Pedestrians sign located 6.1 to 15 m (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m (40 ft) in advance of the nearest signal indication (see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. PLATFORM BRACKET tG� ADAPTER GROUND SHELF LINE 24" MAXIMUM GROUND LINE DEPTH (FOR METAL POSTS) ®r o ( Id SINGLE DOUBLE MULTIPLE NOTESr (MAX.4 BOXES) 1. MAILBOXES SHALL BE OF LIGHT SHEET METAL OR PLASTIC CONSTR. CONFORMING TO THE REQUIREMENTS OF THE U.S, POSTAL SERVICE. SLOTS I- -I 2. MAILBOX SUPPORTS SHALL NOT BE SET IN CONCRETE UNLESS THE SUPPORT DESIGN HAS BEEN SHOWN TO BE SAFE BY CRASH TESTS WHEN SO INSTALLED. 3. POSTS MAY BE 4" X 4" OR 4'/2" DIAMETER WOOD POST, 'N 2" DIAMETER STANDARD STRENGTH STEEL PIPE, OR OTHER STEEL OR ALUMINUM POST SHAPES OF EQUAL STRENGTHS. 4. THE POST -TO -BOX ATTACHMENT DETAILS SHOULD BE OF SUFFICIENT STRENGTH TO PREVENT THE BOX FROM SEPARATING FROM THE i POST TOP E THE INSTALLATION 15 STRUCK BY A VEHICLE. HARDWARE SHOWN IS SUGGESTED ONLY,ALL GUIDELINES AS REOT, 8Y THE U.S. POSTAL SERVICE MUST BE FOLLOWED, S ADJUSTABLE PLATFORM PLATFORM 7 3 Are 31' DIAMETER HOLES 1r 1 „1 I (V - L + 1 11/Y3, ANTI-TWIST 4 - yc" 04AMETER HOLES BRACKET PLATE GROUPED RFD-1 SPECFICATION ► DIMENSIONS VARY ACCORDING TO THE SIZE OF THE MAIL BOX. 15° 4 X 1T/g" SLOTS iv 2' •" RO OT,, ADAPTER SHELF REFERD(OE STANDARD MAILBOX NONE VIRGINIA DEPARTMENT OF TRANSPORTATION 603.01 D RECTtON OF T� EDGE OF TRAVEL WAY EDGE OF PAVED SHOULDER EDGE OF PAVED TUAAIOIJT I X---I-'-I - r r I I I 4.1 TAPER FOR LS 16 -5' MIN. IIAi 6'-7" MM 2011 TAPER LS 20t1 TAPER FOR HS VARIABLE 1 32:1 TAPER FOR LS - A MINIMUM DESIGN FOR ROADS CARRYING LOW -SPEED TRAFFIC AND FOR LOCAL AHD COLLECTOR ROADS. HS - FOR ROADS CARRYING HIGH-SPEED TRAFFIC. W - FOR SUGGESTED WIDTHS, SEE TABLE, MAT_BOKES - FOR MAILBOX SPACING AND VARIABLE LENGTH. SEE SHEET 603.01 X - 0- - 12" MAILBOX FACE OFFSET. SEE TABLE, T(!<(NO(1T OR AVAILA8�� DISTANCE X) FROM FACE OFRpM EDGE (OFTTTIFDNOIIT OR HGHWAY TYPE AND ADT. AT MAILBOX, (FT.) ( NOTE t) USEABLE SHOULDER, (N.) (vpd) PREFERRED up&" PREFERRED Ufa" RURAL HIGHWAY 12 6 OVER 10,OOD RURAL MHWAY 12 8 p OVER 1,SD0 to 10,004 RURAL HIGHWAY 400 to LINO 10 8 8 TO 12 RURAL HIGHWAY 6 UNDER "a 8 (SEE NOTE 2) 10 (SEE NOTE 3) RESDEHTU4L STREET WIT t(X1>aa9 DOfKt AlL-WEarHER 6 0.00 SHOULDIER S TO t2 6 CURBED RESIDENTIAL. STREET NOT APPIJCABLE (SEE NOTE 4) (SEE NOTE 4) AVI-AVtKALr2 VAILT IKACt0.% vpd-VEMCLES PER DAY �ICATpM ! 302 TURNOUT DETAIL VRGHA DEPARTMENT OF TRANSPORTATION RFD-1 NOTES: 1. I�F�THERE 1S A NEED � TKO PROVIDE FOR INCREASED ACCESS, WRH TFELOLOICC/1L P��OAMASE IDEpR�tED ff 44 CCONJUNCTION A ( N6EDAO THE B(7X�FA EITHER S{DE3ORX FORWARD APPROACH. IDE AN THE B. MMpALBHHOOX ENT'D{�EPRROJEEpFTI�L460 28B"ECNOD�E80�" pA�F 1 � OB,lECT FOR PEDESTRixesA9 ES AIRED Y{SJONROTRWnNG 2. STRIVE FOR A 6 FEET 41N.I HOWEVER N SOME SITUATKDNS THIS MAY NOT BE PRACTICAL, N TH(f6E CASES, PROVIDE AS MUCH AS POSSIBLE, 3. IF A TURNOUT IS PROVIDED, THIS MAY REDUCE TO ZERO. 4, BEHIND TRAFFIC -FACE OF CURB, r Ujc z 0 G Z j0 w'<►- cl� (n O LL_ w w as � I� w o0 Q o 00 DATE: SEPTA 28, 2007 SCALE: n/a FILE NO. 0216 v.7/o4 SHEET 6 OF 6 603.02 LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP M b '< O Rev. Sept 2007 cn EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water, corn VI. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of Transportation (VDOT) SCALE 1 - 2000 o 0 N 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, N EXISTING EDGE OF PAVEMENT _ = y r R_ _ _ - 3. The contractor sha// adhere to standards and specifications in effect at the time of construction, federal, orlocal regul tions applicable. In case ofa discrepancy or conflict between the Standards or Specifications and Regulations, the EXISTING EDGE OF GRAVEL __...___.__ _ . �.''` �' _.___-_._ _.... 4. The contractor shall coordinate with, and arrange for inspection b , the Authority, 9 P Y ty most stringent shall govern. � ti QO � � -` U �h 5. The contractor shall tie-in a new sewer line to existing to an existing manhole by core drilling the manhole. V2. AJl construction shall comply with the latest U. S. Department of Labor, Occupational Safety & Health Administration (OSHA), and Virginia SI TE � .- .-- ------ . _-.--- ------.--.--- --------.------------- • - - -- - - - - - EXISTING CURB AND GUTTER - R `G _ 6. When an existing water or forced sewer main is tapped for the installation of a new line: 9 ( ) Occupational Safety & Health (VOSH) Rules & Regulations. o ,y F ® � - - - -- - - - -- -- - - -- -- - - ~- ' a) The Authority shall furnish all labor and material V3. When working on VDOT fight -of -way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition yy4s _, C ® cn EX. INTERMEDIATE CONTOUR - - -- - - - - - <;. G; - - - -- b) The contractor must: of VDOT's Work Area Protection Manual, Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of �o� (n 0 -••••- ;: }M-wm• ••- EXISTING INDEX CONTOUR �, _-.�•,--�°..,.. ;.: �„�.-.�_t-.�,-.,r°�� 1, make application and pay deposit, 2, mark the to location. P the VDOT Road & Bridge Specifications. ._ N ,:: EXISTING SPOT ELEVATION '' 3, coordinate installation with the engineering -assistant, V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers etc. owned b VDOT or rrvate /public utili tom anies. It is the sole res onsibili of the develo er to locate and identi Y P h' P P tY P h' Q @� ta �_r. �� 7, Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. does indemnify `,�i oti - utility facilities or items that may be in conflict with the proposed construction activity; VDOT approval of these plans not oti ��� (n , EXISTING TELEPHONE LINE -- , -- ----- - -- --� - ` 8. The Authority's maintenance department 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, the developer from this responsibility.° P C ^ c a, EXISTING SANITARY SEWER - --~ -� -° Y - ~- - - ..� a Before a permanent meter is installed: P its frame the V5. Design features re/at/fig to field construction, regulations, and control or safety of traffic may be subject to change as deemed ROUTE 37 O -� %U� J o a) The meter box, with and cover, must properly aligned with coppersetter, necessary by VDOT. Any additional expense incurred as a result of any field revision shall be, the responsibility of the developer, E, EXISTING ELECTRIC SERVICE - _ _......_.__-__......__._._. b) The frame and cover shall be set to final grade. 1 PROJECT INFORMA TI®N . , ,.... EXISTING GAS LINE - - -- - --- -- - -�- - - ~~ -- �- - - -- --- � � -_ � � "t" c) The distance between the top of the cover and the coppersetter shall be between 18"and 21': d) All components of the meter box assembly shall be in proper working order. V6. Prior to initiation of work the contractor shall be responsible for acquiring all necessary VDOT land use permits for an work on VDOT P 9 9 rY P Y -of -way. E;;". l .� RCP EXISTING STORM SEWER _..- _ , _. _ .__ FENCE LINE - _-_---- ,','----.-...-.. -..---- - ----...- - 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. fight 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. / k Owner by Contract EXISTING b) An Application for Service must be made and fees paid before work will begin. Perry Family Limited Partnership, LL P Building Setbacks Per Code Proposed c) The Authority shall furnish and install 5/8 ", 3/q ", and 1 " water services. P.O. Box 11225 Front: 75' 76. 1' I EXISTING DITCH LINE ---------- - --- ---- ---- - -- d) For it 1/Z "and Z" water services, the Authority shall make the tap and bring the piping to�he V8. The contractor shall notify the local VDOT Resides Office when work is to begin or cease for an undetermined length of time. VDOT fY 9 Y 9 Richmond, Virginia 23230 Left Side: 25' 146. 6' ' • ro ert line. The contractor shall furnish and instal/ the meter vault assembly. The Authority will � requires 48 hours advance notice nor to an re uired or requested inspection. P • Y required q P Phone - 804 353-7996 ext 3318 ( ) Right Side.: 25' 31. 0' g s EXISTING WATERLINE W/ TEE--�-_�-....._.._.�... nr�' �-,._,-.�.-..-._,.�_...�...:�._.._r...�..-.r•.���... �.�, install the meter. Rear: 25 147.2 EXISTING FIRE HYDRANT •���� �.h'. F;-I e) The Authority will install all sewer laterals. 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 & Sediment Control Handbook. Parking Setbacks Per Code Proposed NIA EXISTING WATER VALVE ~.-~--_•_...,._. _. -_.w ,.W...r...,._ i w.:.u.,M..... y f _..r• ._._ 10, Any water service line must have a backfiow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE Standard No. 1015 or 1013. 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 Property Data Tax Map Number 43-(19)-59 Front: 25' 25. 5' Left Side: 51 10.01 c�� d� oti ca Oyy ,z w.....,_... REDUCER _ .. Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. p P P P Address McGhee Road Ri ht Side: 5 5.2 g � EXISTING r ~r. 11, All fire lines have backflow double check valve or a RPZ, as required). The assembly shall meet Deficiencies be 0 00 o �oG shall a prevention assembly (detector shall promptly rectified. Area 3,159 acres Rear: 5' 17.2' ,.... ,•.:_..:. .... �"._,._ ,._..,. EXISTING TREE DRIP LINE _.......�..-� .:.. _ _:...;,..._, . - �-_ � ASSE Standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be Zoning M-1 ' r=.. � � � � J � installed immediately before the backflow prevention unit. Radio read remotes are required, VI 0. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Legal References #070003537 Existing Use Vacant g Use For Parking Unit Tabulation o 7z. z �o PROPOSED FEATURES 12, FCSA to review the mechanical plans) for design and material approval of, 1) the domestic water meter and its backfiow prevention Proposed Use Plumbing Supply 1 Z00 12 �7i0 device, and/or 2) the fire service line's backflow prevention device. Wholesaler Showroom - 2,450 sf per �.P 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 Office - 1870 sf 1 per 250 8 PROPOSED EDGE OF PAVEMENT PROP EP GENERAL NOTES possible shall be installed under roadway drainage facilities at conflict points. Zoning Data Wholesale/Warehouse - 4 1 per employee 4 o v, W o Z Q Z �,, a a PROPOSED EDGE OF GRAVEL PROP EG 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 Open Space Minimum 25% = 34,404 sf o Open Space Proposed 28, 2 /o = 38, 823 sf Required Proposed 1. Permits be issued from VDOT to in must prior any construction a public right-of-way, design can be determined b the engineer and approved b VDOT. 9 Y 9 PP Y F A. R. Maximum 1. 0 Parkin Spaces 24 24 9 P o o ' - c z u,���4jmoo ¢ F- '" PROP. CURB &GUTTER PROP CG- 6 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V13. AI/ fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. F.A.R.Proposed 0.11 Handicap Spaces 1 1 P p Loading Spaces 1 2 _ Ln o Q o w -4 Q � o E- � 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, Where CBR testis is required, a VDOT're resentative shall be resent to insure the sample obtained is representative of the location. g q P P Pq Building Data U, Q PROP. REVERSE CURB & GUTTER PROP CG- 6R When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a Type of Construction 2B - Meta/ W Q �, � o project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Proposed Area 15,820 sf Uri Zf . --:4z m Q U-°� "' PROPOSED CONTOUR 5 p 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of this site will be the Height Maximum 60 feet w z z PROPOSED SPOT ELEVATION +50M responsibility of the developer. All-lamage must be repaired to original conditions. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of Height Proposed 33 feet g p z CS � _ iz i` ►� o o (n o o �" " 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control HandbookSection 3. 02. The theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of PROPOSED STORM SEWER PROP. 24 "ADS contractor must maintain this access for the duration of the project any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VOOT Road and Bridge Specifications. Certified copies of all test reports shall be submitted to VOOT daily, unless specified PROPOSED SANITARY SEWER S 6. The contractor will be responsible- r adequate and positive drainage of this site, otherwise. Sign Data o 0 PROPOSED TELEPHONE - ( T 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified b VDOT. P P Y Sign Area Allowed 100 sf Sign Area Proposed 75 feet PROPOSED ELECTRIC 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. Sign Height Allowed 60 sf z � PROPOSED GAS LINE 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site conditions, V16. The installation of an entrances and mailboxes within an dedicated street fight -of -way shall meet VDOT minimum design standards and is the responsibility of he developer. Y g y g Sign Height Proposed 25 feet En a L PROPOSED WATER LINE 10. The developer is responsible for the relocation of any utilities required by this site plan. 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 basis following the Manual On Uniform Tragic Control Devices. z 4 zZ 2 2 z a Contact Numbers 1 "WM on an account receivable � 0 a PROPOSED WATER METER ;!` 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. w Surveying & Engineering Firm: GreyWolfe, Inc• (540) 667-2001 PROPOSED FIRE HYDRANT D& PROP. FH 12, All controlled fill must be compacted to a minimum of 95% density following Method A ` of the Standard Proctor ASTM-D698, V18. The developer must provide to the VDOT Resident Office a list of all material sources prior .to the start of construction. Co ies of all P P Y P P U " � in > ce AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a Invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to Building Contractor: a n professional soils engineer. A geotechnical report supersedes this note if provided. acceptance of that work. Unit and total prices may be obscured. CM[ - Kevin Kenney (540) 665-0693 i� M COMMON LABELS & FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader, Density will be determined using Zoning Enforcement: � � 13. The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan are approximate the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction Department of Planning 540 665-5651 P g ( ) Sheet Index ; PROPERTY LINE OF PROJECT locations and not all utilities maybe shown, technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition Site Inspections: a o N to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and Department of Inspections (540) 665-5650 : o NEIGHBORING PROPERTY LINES 14. The contractor will contain_ all litter and debris on -site. The work must be left in an orderly manner at the end of each workday, testing of the density control strip. Erosion and Sediment Control: _ Department of Public Works (540) 665-5643 Cover Sheet & Genera/ Notes Sheet 1 EASEMENT LINE PROPERTY CORNER FOUND QQ 15. An approved set of site plans must be on -site during the construction process. V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined the density in Section 315 Sanitary Sewer and Water: Fred. Co. Sanitation Authority (540) 869-1061 Site Plan Sheet 2 Lighting and Landscaping Plan Sheet 3 PARKING SPACE TOTALS 12 16. The contractor will notify all utility companies prior to excavation within easements 17, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty days using control strip as specified and VTM-76, A certified compaction technician shall perform these tests Certitled copies of the 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, VDOT. 540 535-1824 ( ) Telephone: Venzon (301) 954-6282 Electric: Alleghany Power (800) 654-3317 Water & Sewer Details and Profiles Sheet 4 E& S Details, Narratives etc. Sheet 5 VDOT Details Sheet 6LZ ADA HANDICAP PARKING STALL V21. In accordance with Section 302.03 the foundations for pipe culverts thirty-six 36 Inches and larger shall be explored below the bottom P P ( ) g P of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to Gas: Shenandoah Gas Co. (540) 869-1111 MISS UTILITY,• 1-800-552-7001 (M (� CC DEPARTMENT OF INSPECTION GENERAL NOTES Zoning General Notes SIGNS -°" O 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 unsu table foundation Is encountered, the foundation design and/or need for foundation stabilization shall be determined by the by VDOT. � c� i. Buildings shall comply with the Virginia Uniform Statewide Building Code &Sections 311 Use Group S (storage), and Section 304/309, B-(Bus/ness)/M-(Merchantile) of the International Building Code/2003. Other codes that apply are ICC/ANSI All Z 1-03 Accessible and the Usable Buildings & Facilities. SANITARY MANHOLE IDENTIFIER 2. Proposed 4,320 sfOffice/Showroom and 12,000 sf storage facility shall comply with T503 Height and Area, 3. Buildings shall be separated with a firewall engineer and approved • Maximum 1. Exterior lighting will be by wall -pack lights attached 1 STORM DRAIN STRUCTURE IDENTIFIER ❑ 4. Building shall comply with ANSI Handicap AlI Z I -3-03 for parking, entrance, and egress. All required egress shall be accessible. 5. Landings at doors shall not exceed 1: 48 slope and thresholds shall not exceed 0, 5". g p 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 Environmental Existing Disturbance Proposed provided to the building & lightpoles. 6• walkways shall not exceed 1:20 slope, exploration to the engineer and VDOT for approval prior to constructing box, Foundation designs shall comply with VDOT Road and Bridge Features Acreage Allowe, a Disturbance 2. All lights will be shielded or directed to prevent glare on LIGHT POLES 7. HC Signage shall comply with USBC 1106.8. 8. Special Inspection requirements of Chapter 17 of IBC shall apply to this structure, (Soils, concrete, steel, etc)p Standard PB-1, Contra to the Standard, where rock is encountered and cast -in -place box is the thickness of bedding shall be ry p proposed, g o o Flood lain 0 acres 0 /0 0 /o neighboring properties. c� � ti � � 0 LOCATION OF TEST PITS ® 9. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits, 10. Maximum slope across handicap arkin stalls shall not exceed Z /o. All required egress doors shall be accessible to a minimum exterior area for assisted rescue, p p parking o q g section 1003.2.13.71BC. Note fire ratings around this door if this section is utilized. 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. o 0 Lakes & Ponds 0 acres 0% 0% Wetlands > IAC 0 acres 0% 0% 3. Outdoor trash receptacles will be in an enclosed six (6) foot ,unless located inside of a screened storage yard. fence 4. This will not disturb any environmental features as 4 CX � � � Q W ~`'�i V23. Approval of this plan shall expire three (3) years from the date of the approval letter, o o Sinkholes 0 0 /0 0 /o project T u, EROSION & SEDIMENT CONTROL FEATURES FIRE MA RSHA LL GENERAL NOTES V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VOOT, acres Natural S. W. 0 acres 10% 0% Retention Areas defined by the Frederick County Zoning Ordinance. 5. The owner will be responsible for obtaining or granting easements shown on this plan, �, 1•. Z O n�� Q j �) , v Q U 1. An inspection by the Fire Marshall`s office will determine where curbing must be painted yellow. LIMITS OF CLEARING &GRADING - - - - - - LCG V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans /n accordance with VDOT's Installation criteria. Final approval of guardraillayout to be given by VDOT aftergrading is mostly complete, o D acres 25 /0 0 /o 0 0 Steep Slopes >50/o 6. Easements will be recorded and copies sent to the parties involved. Z Y U � �, U INLET PROTECTION 0 lP 2. "No Parkin Fire Lane"si signs will be laced on the site b the Fire Marshall's direction. 9 - 9 P Y 3, The must the fire hydrants to the direction determined b the Fire Marshall, Woodlands 0 acres 25% Oleo 7. All utilities that will service this site must be placed underground, g �t W � { ® a contractor align as 9 y y 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. TRIP GENERATION DATA „�® ` o , APPROVALS SP ��� ®7 OUTLET PROTECTION ®OP 5. Emergency vehicle access must be provided at all times, Fire hydrants will be always be left unobstructed. ��+hJ ITE AM PEAK HOUR PM PEAK HOUR CHECKDAM CD i CODE ITE USE FLOOR I IN I OUT TOTAL IN OUT I TOTAL ADTz5z_� RESPONSIBLE LAND DISTURBER DIVERSION DIKE ®- OD 4.4 150 WAREHOUSING 15,820 sf 41.2 28.6 69.8 4.9 56.1 61.0 412,9 Frederic runty Zoning Administrator Date DATA TAKEN FROM THE I. T.E. MANUAL 7th EDITION SILT FENCE W/ WIRE SUPPORT X X SF NAME; _Ile,he 'oI in l Vlie Plan Approved by Frederick County Plann'lV-Dep4tment Reviewer Date LANDSCAPING NOTES RIP RAP RR CERTIFICATION #: 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. SEDIMENT TRAP o ST EXP. ®ATE Landscaper must stake and guy all trees. Stake locations must avoid utilities 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots and be well branched. 2. Frederick CountyZonis Administrator approval expires at five 5 ears from the date of site plan approval. 9 PP P () Y P PP 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is not in progress at the end DATE: S EPT. 28, 2007 1. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. The planter shall guarantee all plants for one year, of this period, Authority approval shall be void. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a SCALE: N/A CONSTRUCTION ENTRANCE CE 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. Land Disturbance Permit and agree to periodic Inspections, shall be void. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and FILE NO. 0216 site work. 4. Plant substitutions will be allowgd with the written approval of the Frederick County Planning Department, approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections, 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. SHEET 1 OF 6 ri f D-N-D Backhoe Service n i I _ t 1 t. rr # RADIUS LENGTH DELTA TANGENT BEARING CHORD f FF=746.00' VDOT Entrance Notes: j _ SrC-1 1440.00 336.67 13 23 44 169,11 N 26 02 33 E 335.90 1. The VDOT field inspector shall approve all forms prior to pouring r curb and gutter at entrance, ; �5�� _, 2. The VDOT field inspector shall make the final decision onX. } l _ ` ` ~ placement CG-12 ramps if he deems them necessary. R - 74 93. The stop bar shall be thermoplastic, rNV /A/ 1 �� rm astir. 4. The entrance shall be built to VDOT standard CG-11 specifications, /N✓ OUT=,v -z , I..-• t 5, Use VDOT detail WP-2 for tie-in to existing roadway pavement l ; Contacte VDOT inspector prior paving determine applicable f i f WP-2 requirements. f j NA DO S NAL D G. SOWER J050008976 + 1 , w / 4- ZONED M - 1 USE: CONTRACTOR TIE INTO � _ #- �" 77 .,,,- _ - 2.500 ACRES EXISTING 01 CURB CURB 9 • + �--- - -- - 1 CUT - —5� _.w wA ,r ` M . d t ✓p, 'ram •r \, ` i r _ — -- •A a _ -a30" STOP ?• _ - - _ _ - f Cn SEE,-,.VDOT E SIGN ENONC 2 + - NOTE 12 2 _ ~ -- "a 1 M. ~Y 1 cn 532' s. 4751 - I ,. jr k OUTDO GRA VEL S GE 7,' t 542 r \ - _ 0651 m w 1 5,32 i , ti f N ANCE 5/8' IRF 4 , VW T , , , 1 V i Y , ' NOTE 2 t f vk a \ T _ .• , - ' PR. SIGN r 5;s b52 , k 551' i p ti l i • , a i 482 \ , , , 4, J 'Ede of Pavement F 48-Q •', � � � r j' k , 6 L '� •'` j fr r r _ , 492 6' Aron 2 49 49 , 50� 2 p l l r ! d ' OUT GRA I/ TORAI GE , 1 i F r •-r t X1, - , t50Y._. . 57 ti. , 9 1 X LT _ TAP 8 t ,Pw �. I ` i Warehouse FCSA Inv=745.14 s j s s s s -,� Sys r 51 '� \. 1' FF-725.00' s FH 51 2 0 54 ' Concrete Truck .,Pod -50 X14' k ;� `t 3�" 8,' S/$ k 51� 52 492 ,�. 3+ . ,f t Z. , ` 49+ ' WM 1 i 521 i 3 ,✓ 2 ' �49Q r e, 1 ` 1 1' Wide Covered k ' in S2 0 Co e ed Doc q f 1. : L -1 i } 1-14 t ;- +4 49+ 43 (19) 31 9 1 � Q Mend 22 HVAC's \` F .� x '� -�_ o~Qo ,' WINCHESTER WILDLIFE TRUST 52 0 4 , 5 40 Q Q Q Q \ t, J 52- Service Inv=749.0' o a o o Pogue X X : N - � 11o ,�060011397 } 6 0 ZONED: tul 1 54 52Q 52� "� o o "� o i t % Fence "''--- USE INDUSTRIAL ✓ Office=935 sf 15.000 ACRES OFFICE 52 (11.5q '� 1,870 sf s SHOWROOM �' / - __ 52 .� '� • ! j� f f r ,t x 2' 450 sf (152) _ WAREHOUSE (73.5�) 49Q_ f F 753.33 I 12, 000 SF EX TOPS)! ! ` co +.� s 1 6' Door — _ m t STOCKPI c ` t� 12 ti FF— 753.33 f - o _ 3 3-4 3 Door t ? j J 4,5-(19)-66 chi . c*) ALL REQUIRED EGRESS LANDINGS SHALL LOT 14 TY � o 54 COMPLY WITH SECTION 1007.8 FOR do L EIt O1R C1, . � 1 D f ` ,t \ o ( EXTERIOR AREA ASSISTED � � t t � ROCK a� ti `: EA SS STED RESCUE o CO, OF VA ' '='i l o j, 4i :t7 z; 0E0020673 cn c `: ` i �y'.� k t `�%' I v �. 1 ZONED' M-1 o c� USE: VACANT rn x �i 1 e DU Oi 7618 ACRES ..' t i ►�' Office=935 sf ti 48.00' f =;' +523 60" 5120.00' ip �� 1 ; ✓ ' i • t 76.1' CURB 49 i l jit t ` 1 , i 1 5 7 1 5 x5 Landon l z CU .� ; � 9 t 4 ! � 25 8R 5r t i i is r 1 ' o t , FH ►� It! ; r Ell, SSUH 750 f o 9 t c= 74$ /hIV ?N= 753. 5 1 ROCK 49 48 5 43-(19) 65 tii ,� -753? as 1 v5r l t r1 I � a LOT12 . � �, � , `� t � , rM ._ ... .. _- � .. - - ,� � ,_ i .—,__ _•--_.__ .. w CITY CO, OF i!A '`; ' \EX ._ TIII DR SMT fR PARK COVEN NTS � 25.5 & AI '� TY GE E 10' 1A h" 06002G6i2 t _ - S 58'50 57 �, - 433.01 +J .., RF , '�� - ,,, 5 2 ? � �,,�, r 'iRS ti - __. _ ^-�� L.. D NAGS ES PER PARKCOVENANTS `1 T 1�Y•� E 0•�.,U . & R JJE. ✓ALAlJr n � _ .-�, �- __ s._ ._.....{_ _- c -- _ t- ,---t ._ �,._._._,. •-�--- t-- _.- --..-r- .::__ �� - � �i d , .. � > ,_____., ,___...___ 5 __,.,..___ ., -`�.- a � .....-......,,,,, �. s.a,..,.,,..-,.,. .,:.'......,a � .5 ., ..: ;'r--'- ._-.._ _-.,.,-• __„_ ... -.,, S' -,.. -.},. ''1's"`;�...4 ~.^c,-_ ""' �...--,e� .-_„_ "--,., --+.aa..,..;:.-`- 5' S ..-•„� J _, .., S _,. _. \ 7.620 ACRES ? t I 2' FORCEMAIN '�, _.: rTl n-_ € ztt Parking Lot Screening: 43-(19)-59A !{ �� •�'' i , j 1� t Modificaitons or grading of the hillside between McGhee Road RESS PROPERTIES, LLC �,; ,, and the parking lot may result in additional plantings at the J070003537 i 1 y ! `; 1 ! time of inspection for headlight screening. ZONED: M-1 1$ I �! USE.- LANDSCAPE CONTRACTOR j ; i 20' 0' 20' 2.000 ACRES .1 ,• i l ; j i GRAPHIC SCALE ■ 0 I i U k Q f C o 0 e a N 0 U o a a -0 fu ® ® to C: b `: Cc /=3 V 7 � ~ � o y2 c o o Lo ry �D �20�00 �P zZQOZ�� a ct- Z ~ U a Z Ci W �UWCwhLIA LI,Q O � LT LC � Ln O (n(D 0 w �z og w a F— U) �> CLa I lk �Z! tj J ►."'� �Lf v a ww I 4J CQ j DATE: SEPT. 28, 2007 SCALE: 1" = 20' FILE NO. 0216 SHEET 2 OF 6 Prune codominant leaders— DO NOT prune terminal leader or branch tips Prune rubbing or cross bronchei- Prune narrow crotch angles & water spouts _�..---Prune broken branches Remove togs and ,abets Prunesuckers Cut away a// balling ropes 2'�-J" mulch kept Remove top of wire baske /owoy from trunk Soil we// to contain water Backfill soil • Partially backfill, and Widen water to settle ascore ;1, — holes in walQ� l bac filling Area for water er Remove contain and cut drainage (Pipe circling roots if or the could contoiner-grown, or as be installed) much burfop as possible if Leave solid soil pedestal do not field -grown dig deeper than boll depth Dig hole 2-3 times root boll width TREE PLANTING DETAIL (NOT TO SCALE) HUBBELL WP-1 CUT-OFF MODEL # WP2CH175QT WALL -PACK LIGHT DETAIL 8" Of JOOO PSI CONCRETE W1 WOVEN WIRE REINFORCEMENT 8" OF 21-B COMPACTED TO 95Z DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL TRUCK AND DUMPSTER SECTION 4 " OF 3000 PSI CONCRETE W/ FIBER 4" OF 21-8 COMPACTED TO 95Z DENSITY )RGANICS TYPICAL SIDEWALK SECTION 2" OF SM-2A 6" OF 21-B COMPACTED TO 957 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL LIGHT PAVEMENT SECTION FOR THE PARKING SP 8" OF 21-8 COMPACTED TO 95q DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL GRAVEL SECTION R7-8 HANDICAP PARKING S1 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED VAN ACCESSIBLE MAY BE PLACED ON ONE BLANK ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES REQUIRED K PENALTY $100-500 EFFECTIVEJULY 1, 1998 TOW -AWAY ZONE PARKING SURFACE CONCRETE WHEEL STOP----' (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) MIN. 12:1 12:1 3' MIN. CG-6 CG-6 PZIVZA,A NOTES.- �1 I /. HIC SPACES MAY NOT EXCEED A 21-, SLOPE. 2. RAMP BUILT TO VDOT CC- 12 STANDARDS. J. WHITE STRIPING SHOULD BE J" WIDE 4. HIC SIGNS TO BE SET 3' BE -HIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE TREAT WOODEN PANELS WITH WATER SEALANT. TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4'Y8' TREATED POSTS SET J' DEEP. PLASTIC OR VINYL SOLID DECORATIVE 6' PANELS MAY BE SUBSTITUTED. SCREENING FENCE DETAIL N. TS. CURB CUT DETAIL PLAN VIEW Q = 10 CFS (10 yr) Slope = 3,8% Velocity = 5.6 ft1s 10-yr - Depth=0.5' 24" BOTTOM EC-3, , Type A Lining CHANNEL DETAIL PLAN VIEW 3-1 755 750 745 740 735 730 755 7,50 745 740 M 730 Of00 0+50 1 +00 1-1-50 2-F00 2+50 3f00 3+50 4+00 4+50 5*00 5-f 50 6*00 DITCH LINE PROFILE I`_-50' Horizontal, 1 "=5' Vertical LA NDSCA PING DATA Parking Lot Data Trees Requirement Calculation Per Stalls 1 per 10 Stalls 24110 = 3 Per Impervious Area 1 per 2, 000 sf 98,79212, 000 = 50 53 Green Area in Lot 5% of 12,309 = 2,090112,309 = 615 sf 17% provided Trees Symbol Common Name Botanical Name Planting Size Height or Caliper Mature Height Quantity DW Kousa Dogwood Cornus Kousa 2" Caliper 25' + 21 LC Leyland Cypress Cupressocyparis Leylandii 4' tall 35'-45' 32 53 % DONALO G. SOWCRS MR; ZONEDVJ050008976 - I 1A USE: CONTRACTOR 2,500 ACRES 4 X I& AT 0.0 SCREE01V -M J 1 o 7111SROPER 511, ` t Je iOUTDOOR GRAVEL STOR,4GE 4j L4J Its �) M OUTDOOR GRAVEL STORAGE )K tw i� LINE T ti sill—li, S S S _V h ';i 14 & , � �e Tick Pod 50 T AV 10' WIde Covered Dock Bend 77 5TUB WV ZZ 1:9 18 18 ?3 I Storm water Management Is provided by an existing pond on Tax Parcel 453-(19)-58 (D-N-D Backhoe). & f SHOWROOM-3,820 sf 30' o30' FF= 75J. JJ' WAREHOUSE 12,000 SF GRAPHIC SCALE FF= 75J. JJ' 43-(19)-66 LOT 14 1 rn A All REQUIRED EGRESS LANDINGS SMU COMPLY WITH SEC71ON 10078 FOR CO. OF VA LENOIR CITY WERIOR AREA ASSISTED REXUE QD ,41060020673 ZONED.. M- 1 it DD r1D U,5[,- VACANT 7.618 ACRES WALL -PACK LIGHTS (TYPICAL) 00 FH k RIM= 7,58.8 INV IN=7533' 43-(19)-65 *V OUT= 753.2 LOT 12 . ..... .... LENOIR CITY CO, OF VA ,r1060020672 moo M 0 0 ZONED, M- I ko WINCHESTER WILDLIFE TRUST J06001 IJ97 ZONED. V- I USE: INDUSTRIAL 15.000 ACRES if USE, VACANT 7E!� k i� I - 1— 3 ___11.1 5 __ S ____ S 3 f" S -­­ �; �� E __ 3 ____ S ____ L� ­ S. 7.620 ACRES Z 2 FORCEMAIN k Parkin 43-(19)-59A q Lot Screening EX. 6' TALL BERM ON RESS PROPERTIES PESS PROPERTIES, LLC J070005J7 Modificaitons or grading of the hillside between McGhee Road ZONED M- I and the parking lot may result in additional plantings at the USE: LANDSCAPE CONTRACTOR time of inspection for headlight screening. 2.000 ACRES ■ LQ O CO U C Roo 4) 1-74 CD Ln .12, -0 0 pq DATE: SEPT. 28,2007 SCALE: 1" = 30' FILE NO. 0216 SHEET 3 OF 6 CONCRETE CRADLE concret 4' select ackfill 2 O.D. 24'Select backfill CONCRETE ENCASEMENT TRENCH & BEDDING MAR 06 trench width as required WI-V/ dia. schedule 40 steel pipe filled with conorale—", 3' and painted yellow finished > ;P -N71 77 grade 18'dia. & 0 concrete encasement >/ 7/07 BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table, the Au thortly's engineer shall be contacted for hydrant relocation. as requited [concrete pad V-VdIa. x 6' deep finished 1 grade E —1 21 min. - 61 max. 7 INI 41 stone 77 stone to be screw We minimum of 6* adjustable above top of base valve box locator marker stone stone � joint I I restraints mechanical joint swivel tee with 61 branch FIRE HYDRANT ASSEMBLY .10- APR 06 Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6' 8 to' 12* 6 8' to' 12' 6' -- 40 60 60 -- 20 40 40 8' 40 60 20 40 10' -- 41 -- 20 REDUCER L L L In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP to- 12- to* 12" 60H8- 60 80 90 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS - 6"THRU 12" 1OF3 -2- MAR 06 M► Zia *gg r IN KAMIR, INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 2. Water service crossing street: a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, screw the street to one foot beyond sidewalk. b) Install 12 gauge solid insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box; wrap around bottom of angle ball valve; terminate with 12' tail piece]. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 5/8"x 3/4", 3/4"AND 1" METER INSTALLATION -7- spigot bygaskeled bell 45'bend -3'mlnfmum gasketed pipe and fittings 8' x 4' g asketed bell wye SDR 35 solvent weld cap property line finished grade 51— — i location marker W min. it cover ... stone...... 45' ... ..... treated 2x 4' with - top 6* painted green 4? 41 pipe at 2.00% minimum grade . ....... ....................................... All pipe and fittings shall be SDR 26 heavy wall sewer. JUN 06 SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS .17- MAY 06 Lr Lr In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) IOU outlets (L,) shall be restrained. A cross shall be restrained per a tee!s requirements for Lb. A wye shall be restrained per a too's Lr and a 451 bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 1 20 20 8 X 6 20 20 20 — 20 10 X to 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X Q 20 20 1 20 20 — 12 X 10 20 I 20 20 I 2 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (0) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6. 8. 10' 12' 6- 8. to* 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS - 6"THRU 12" 201`3 -3- MAR 06 frx 8'x 16' solid block concrete pad 18* dia. x 6' deep finished grade 4' stone screw adjustable 481 min. location marker valve box _valve restrained stone rasitorlaritnts to n-dn 146 '-a adjustable valve Water 18* to 24*---1 k-- 8'x Wx 16" solid block for 12'valve 6"thru 12" - -- M-111-111,1111M 60' min. over -excavation '*—stone 14"thru 36' GATE VALVE -9- concrete pad 18' dia. x 6' deep 24'min. Note: valve shall be spur gear type type adjustable valve box valve restrained to main il WX WX 16' solid block Forced Sewer lid: Figure No. 7 marked 'SEWER' Valvoo Inc valve box assembly: top section; Figure No, 7S26TO bottom section; Figure No, 160B24 concrete skid pad finished 18'dia xWdeep grade to- 4'stone �J-- Panella Model PA4SV-CSK (41 cast Iron oQo cleanout cap with standard gasket and brass [9WE12 plug having a countersunk square head 17 heavy wall �— brick base me &inftary sewer main ... .... 451 bend 45' ...... ....... .... .... ...... ..... —5, ........................................... ............ ............ .......... stone All pipe and fittings shall be SDR 26 heavy wall sewer. SEWER CLEANOUT .19- MAY 06 finished DOWN BEND DEPTH 4 FT. MIN. J �-- Id UP BEND DEPTH DOWN BEND RESTRAINED LENGTH Z,/ 14 Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and t1i other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF MY DEPTH OF BURY 4 FT. MIN. 5-12 FT 4 FT. MIN. 5-12 FT SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/TYPE DEGREE OF BENDS Ld ("N) Lu (UP) 6- PVC101P 45, 22.5 & 11.25 20 20 to* PVC 22.5 & 11.25 20 20 a* PVC 45 40 20 to' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12* PVCIDIP 45 40 20 8' DIP 45, 22,5 & 11.25 20 20 12- PVC 1 22.5 & 11.25 20 20 to" PVC 45 40 20 1 12- UP 22.5 & 1115 1 20 20 VERTICAL OFFSET RESTRAINED JOINTS - 6" THRU 12" 30F3 -4- MAR 06 760 F. . ........ 75,51 750 745 Q� 740 L 735 !L 730 rpZ- 14el 00 j I Ot: L ,J Z m C-) i L J -A i Lzi C 0+00 0+50 !WATERLINE PROFILE 1 50' Horizontal, 1`5' Vertical C: C 760 760 0 as CO U C: fo 755 755 -J .3 (3) :00V Ff-= 753 JX =3 QD i V) Q) v) -0 -r- 750 750 C o IZ Q) fog 1 1/,,, Min. 1-26 145 f 745 i of 740 740 4P Lu ad 735 Q735 0 00 -7 ___CE Q L > Q� 7JO OJ 7JO 0-iiL00 0*50 1 *00 1+50 Q1 —, � L SEWER LA TERA L PR OFIL E LU :5 L14 1 50' Horizontal, 1 `5' Vertical ZZ3 C- LL4 LLJ -zr L14 LIA LQ -z< Q P, X ?. W UJ U-1 Q� < —LU DATE: SEPT. 28, 2007 SCALE: 1" = 20' FILE NO. 0216 SHEET 4 OF 6 (WITH WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE 1. SET POSTS AND EXCAVATE A 4•X4" 2. STAPLE WIRE FENCING TO THE POSTS. R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: Seeding Schedule (per section 3.32 of VESH) EROSION & SEDIMENT CONTROL STANDARDS 1.) Topsoil will be spread at a minimum depth of 4 ". TRENCH UPSLOPE ALONG THE UNE 70' MIN, EXISTING 2,) Pulverized agricultural limestone will be incorporated 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final OF POSTS. PAVEMENT 1 A 3' Z into the soil at a rate of 92 lbs per 1000 square feet grade is reached on any portion of the site, Temporary soil stabilization shall be applied within seven days to e 1 (2 tons per acre), denuded areas that may not be at final grade but will remain dormant for longer than 30 days Permanent 3 stabilization shall be applied �-/ FILTER CLOTH MOUNTABLE BERM 3.) Fertilize with i0-10-10 at a rate of 23 lbs per to areas that are to be left dormant for more than one year, 6• MIN. A (OPTIONAL) 1000 square feet 1000 lbs per acre FILTER CLOTH q ( p )• I SIDE ELEVATION (OPTIOV ONAL) L4.) Seed mix will consist of 75% Kentucky 31 Tall 2, During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with o 0 o sediment trapping measures, The applicant is responsible for the temporary protection and permanent Fescue, 10 /o Annual Rye, 10 /o Foxtail Millet, and 5/0 EXISTING GROUND stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the ��I1 � � ��II (DOWNSTREAM VIEW) Red Clover at 200 lbs per acre. project site. 70' MIN. VDOT #1 h ate of 3500 lbs per acStraw mulch will be re and anchored wied to all seeded th as at B WASHRACK 10, IN. COARSE AGGREGATE cutback or emulsified asphalt applied at a rate of 200 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. (OPTIONAL) p pp vegetation shall not be considered established until a round cover is achieved that is uniform � Permanentg _ gallons per acre, mature enough to survive and will inhibit erosion. FLOW III I, • � ' FLOW s 10' MIN• 4• 12' MIN, EXISTING 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE before upstream land disturbance takes place. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. VDOT #1 ~� POSITIVE DRAINAGE 10' MIN, COURSE AGGREGATE B i TO SEDIMENT 2-10 ACRES OF DRAINAGE AREA: 5, Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions ML TRAPPING DEVICE immediately after installation. s MUST EXTEND FULL WIDTH OOF PERATION AND EGRESS PLAN VIEW 6,Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin, 12' MIN. Jill 3' a, The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and ��3 " MIN. FILTER CLOTH the trap shall only control drainage areas less than three acres. ' MIN. (OPTIONAL) 11j(1► FLOW - �= - - (DOWNSTREAM VIEW) b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal FILTER CLOTH SECTION C T I 0 N A - A to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin VDOT III `III shall be 134 cubic yards per acre of drainage area. The outfa/l system shall, at a minimum, maintain the EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. COAR 6._7" COAR #1 SE AGGREGATE structural integrity of the basin during a twenty-five year storm of 24-hour duration, Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while ' FILTER FABRIC the sediment basin is utilized. tr; FLOW cal 7, Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that �I ( WIRE (� are found to be eroding excessively within one year of permanent stabilization shall be provided with d within i additional slope stabilizing measures until the problem is corrected. REINFORCED CONCRETE DRAIN SPACE CLASS I RIPRAP SECTION B - B 8. Concentrated runoff shall not flow down curt or fill slopes unless contained win an adequate temporary SOURCE: Adapted from Installation sL$trax and Fabric Filter Barriers for Sediment Control, PIARE. 3.()5-1 p q p ry %mod x Taal SOURCE: ADAPTED from 1983 uo nd Stondards for Soil grosion and Sediment Control and Va. DSWC Plate 3,02-1 SOURCE: VA. DSWC PLATE. 3.20-1 or permanent channel, flume or slope drain structure, 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided i 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment, r". 11. Before newly constructed stormwater conveyance channels or pipes are made operations,, adequate outlet temporary o permanent channel lining hall be installed in both the conveyance protection and any required tem o pry r pe ' inq s veya �rw channel and receiving channel, - 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, :.r.:. ;� 73 r 5;, - --.. _ I i control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodib/e material shall be used for the construction of causeways and cofferdams. Earthen fill may be used f for these structures if armored by nonerodib/e cover materials, "r. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month � period, a temporary vehicular stream crossing constructed of nonerodib/e material shall be provided. f; a -- I 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses SF --- _ - __.. shall be met. 4 `f i - �- 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is I completed. f 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: CD �`� �" `.,;�� . --•. "� ,,�' a, No more than 500 linear feet of trench maybe opened at one time. b. Excavated material shall be placed on the uphill side of trenches, CD c Effluent '�----��1 - dewatering operations shall be filtered or passed through an approved sediment trapping t from CE OUTDOOR GRAVEL STORAGE"' ` device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site 1 1 property --�-_ o_ E• d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and s "�`"--- -----�- i promote stabilization. - e, Restabilization shall be accomplished in accordance with these regulations, r i f,Applicable safety regulations shall be complied with. 17, Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is I ' I transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of i \ f each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a L CG i sediment control disposal area, Street washing shall be allowed only after sediment is removed in this j manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 6; Apron J I8,All temporary erosion and sediment control measures shall be removed within 30 days after final site d$, OUTDOOR GRAVEL STORAGE / stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local \ program authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation, LINE 19. Properties and waterways downstream from development sites shall be protected from sediment as r� �, \ deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff is, S S — s — S S 5 for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: FH N a Concrete rruck Pod .50x14 _ w k , Bond 00 1 " Service E t • •ti 1 �,� �, CI t! �� OFFICE-500 sf SHOWROOM-3,820 sf �, FF=753.33' I � 1 1 ' 4 t � I 1 4 j 'ti tl Vk { i t s 1 t M Ex. Ss�LH #w Rlhl- 758B g ` INV IN=753,3' u INV OUT 7532' ` .` ul 10' NWe Covered Dock 7 6 o a o WAREHOUSE 12,000 SF FF=75.3 33' ALL REQUIRED EGRESS IANDINGS SHALL COMPLY WITH SECAON 1007.8 FOR EXTERIOR AREA ASSISTED RESCUE 30' 0' 30' GRAPHIC SCALE �; .-...__,_. _....- __.__.._ _.___.__ w ___._..._ - �___.__ c S S .__-_....,. „r ._..,.._. •r,• ._. __ o .._,_..w 3 S ....__.....__ ,, ...__ .._'-__ $ __..._.__ y —_�_ ..5 _..-_._.. __..__... z 2" FORCEMAIN s, i 1 TYPICAL INSTALLATION AT END OF PIPE SOIL STABILIZATION MAT MAY BE USED IN CONJUNCTION WITH STANDARD EC-tEROSION CONTROL STONE AT OUTLET END OF PIPE. 3' OVERLAP 3• Q„ BETWEEN ROLLS y }--•-- ENTRENCH EDGES OF MATERIALS 6"• TRANSVERSE CLOSED CHECK SLOT '� TRANSVERSE CHECK SLOT TO BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION FOR PREFERRED INSTALLATION. * TRANSVERSE OPEN CHECK SLOT STAKING DETAIL EROSION & SEDIMENT CONTROL NARRATIVE Proiect Description This site is located in the Stonewall Industrial Park on the east side of McGhee Road. The purpose of this development is to place a 17,020 sf building onto the three acre lot to be used for a plumbing wholesale business, Existing Site Conditions This area has been excavated in the last year as part of the development for D-N-D backhoe service. The silt fence and sediment trap currently on -site needs to be repaired and cleaned as part of the new development, The stormwater runoff will flow to the existing sediment/stormwater managementpond located to the north on the D-N-D site. The pond was designed to provided management for the seven acres origanally permitted for D-N-D that this three acre site was created from, Adjacent Parcels The surrounding areas are industrial zoned lots and state roads, The grading plan for this project proposes all developed runoff to flow to the northeast through existing drainage easements to the pond. Off -Site Areas All work including topsoil stockpiling will remain on site, Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Swimley (#39B) and Oaklet Silt Loams (#32B) with rock outcroppings indicating Fredick Poplimento's. These soils have medium erodibility and runoff, Critical Erosion Areas This area is known for Karst topography and contains limestone outcroppings and clay that shall be managed by diversion dikes with check dams and silt traps. Special attention should be paid for evidence of any sinkholes on this site during the construction process, Erosion & Sediment Control Measures All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook, Structural Practices Install construction entrance (with wash rack if required by inspector) Maintain the existing sediment trap Install diversion dikes Grade site and seed all exposed surfaces Immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) 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 4VAC50-30 Erosion and Sediment Control Regulations, ES-2, The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection, ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4, A copy of the approved erosion and sediment control plan shall be maintained on the site at all times, ES-5. Prior to commencing land disturbing activities in areas other than Indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8, During dewatering operations, water will be pumped into an approved filtering device, ES-9, The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event, Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately, General Note: The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. EC-3 STAKES OR PINS 3' 0,0. CHECK SLOT 25'O.C. —r.1 [..s-3'• OVERLAP s -D" NOTES: S'-2" —►•;' 1. STANCES SHALL BE WOOD OR METAL AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE A MINIMUM OF 12" IN LENGTH. IN SANDY SOILS METAL STAKES A MINIMUM OF 18" IN LENGTH SHALL BE USED. 2. SOS., STABILIZATION MAT TYPE A AND B ARE TO BE IN ACCORDANCE WITH THE APPROVED PRODUCTS LIST. to I 3. SOIL STABILIZATION MAT- SHOULD BE INSTALLED TO THE SHOULDER ORM POINT OR EXISTING GROUND THEN EMBEDDED 6", MATERIAL ON BOTH SIDES OF THE DITCH SHALL 8-- INSTALLED TO THE SAME ELEVATIONS, 4 IF 64REQUIRED TH F ORE THAN 3 LINES OF MATERIAL ARE REQU EO PARALLEL TO E 0 THE DITCH, MATERIAL SHALL . BE INSTALLED PERPENDICULAR TO THE CENTER LINE OF THE DITCH, STARTING AT THE LOWEST r, ELEVATION • OF THE DITCH. 5, FOR SOURCES OF APPROVED MATERIALS SEE VOOT'S APPROVED PRODUCTS UST FOR STIO-EC-3. UPSTREAM AND DOWNSTREAM TERMINAL TYPE A OR B. SHEET 1 SPECIFICATION REFERENCE SOIL STABILIZATION MAT 606 DITCH INSTALLATION TYPE. A OR B 244 REV VIDNMIA f PADTIICMY AC TDd.I ADTATV,M r— 114,03 o� m o0 �1 0 ; a U It� 0 � •� � � o O N Q :3 C '0 W o IJ *�'SC7 zQ�zz� WQO%�WmOO �Z`Zp�cr��ti�" Z � W ? ? o��`rzz z O w I lk a �z 4 WU_ �4 v \ �W O W4 � Cry U) w Q � O DATE: SEPT. 28, 2007 SCALE: n/a FILE NO. 0216 SHEET 5 OF 6 WP-2 EXISTING PAVEMENT PROPOSED PAVEMENT WIDENING PROPOSED A57MALT MIN. CONCRETE SURFACE COURSE 12 MINIMUM 165 ib/yd' l SAW CUT 3 1 CHES AND REMOVE 61STING 3„ APHALT BENCH JOINTORM EXISTING PROPOSED ASPHALT TACK COAT PAVEMENT PAVEMENT LAYERS REQURED MlN. PROPOSED ASPHALT 12" CONCRETE SURFACE COURSE MINIMUM 1155 Ib/yd' SAW CUT A MINIMUM OF 2 INCHES AND REMOVE MATERIAL TO TOP OF AGGREGATE. EXISTING PROPOSED PAVEMENT PAVEMENT LAYERS ASPHALT TACK COAT REQUIRED 777777777 EXISTING AGGREGATE PROPOSED AGGREGATE LAYER EXISTING AGGREGATE PROPOSED AGGREGATE LAYER ISUBGRADE SUBGRApE PAVEMENT CONSTRUCTION JOINT DETAIL PAVEMENT CONSTRUCTION JOINT DETAIL (EXISTING PAVEMENT OVER 6" IN DEPTH) (EXISTING PAVEMENT LESS THAN S" IN DEPTH) (DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) END OVERLAY NOTES: MIN. 100, 1. WHEN THE PAVEMENT DES'GN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT, SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER. ` TAPERED END MUST BE APPROVED BY 2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS. ti ENGINEER 3. A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT. 4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED r0 THE SUBGRADE AND COMPACTED PER VDOT SPECIFICATIONS. SEE CONSTRUCTION 5, SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT JOINT DETAIL PRIOR TO OVERLAY. PAVEMENT 6, MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT IDENIN CROSS -SLOPE AND PAVEMENT DRAINAGE. 7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF 165 LBS/SQ YO OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER SEE CONSTRUCTION THE LIMITS OF WIDENING. JOINT DETAIL 8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER. i 9. FINAL TRA14SVERSE 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 FEET TAPERED END MUST STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. BE APPROVED BY THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS ENGINEER WITH THE PAVEMENT SURFACE SHALL NOT EXCEED '/4". MIN. 10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER. BEGIN OVERLAY PLAN VIEW (DRAWING NOT TO SCALE) PAVEMENT WIDENING NEW 9/06 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION Firginic:l 1)e1lartment of'YPon 7-7ortanoll ,1finimum Stcn doi-Jx nf`F..rrtArmees to State Hi; lnvt.Tvs t;((�A11�1t'I d (I r\D Ik r :'"!`I l\ i;i ilyl,�;T4a i�;T;� A L(Call[i� Xi ��Y.1'' 47T°t"?l� : LAIC iCnctirh t1•j:a T'A,'O ``V1\'i f'd T i�r'd\rC 1,; L ' " a ` i• � I } 1 1 i 4 f E J:te ci Po,•: r;,ent i I A "�I xx STREET APPROACH SAME SURFACING (RADIUS TO BE AS C ( AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) I - - - - ' - I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER CO-51 (SE NOTE 7) SIDEWALK (6„ (SEE NOTE 2) i OPTIONAL 6" �`-- FLOW LINE -� ^--- EXPANSION 1 I EXPANSION JOINT o JOINT NOTE: WIDTH "B" T-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A -J PLAN VIEW MAINLINE ROADWAY SLOPE 10'PARABOLIC CURVE EDGE OF SHOULDER OR 84 MAX. SLOPE CHANGE ® _ - D OPTIONAL FLOW LINE D MAINLINE ROADWAY- 8z MAx. ® D SLOPE CHANGE f D SPECIFICATION SPECIFICATION REFERENCE REFERENCE 315 5oz 71' F s•-,Ivlr�rll,, oIL'Er_-;_^s:cFis e nginr. c, 'r74 cr yr c•atcr qr ea(•; •. n 3c.•croG)n5 e 'wore rt ,s uiticiacicS th rhnt +ne -':ght I,u r. lo•w Bill Cur ou_• a crr:iruwis in•u (78a %n lt:a !Jt,;rq, fn ❑tfcil if:Ocl 1'L' i; r¢cornmendr. d, : 4tf'"r uenlec. c I� lI I . t vJ. 7 rOJ -cco:• cJ r eo to art l'c FC cJ t VI -•r cla i .IGO gr• n r n I n�, Id JC ccrs nro b) Ira do s,'nnr r•r I mqy x C c cut - lie ' rr,i�o i In�g nc�lrR nr,- I N ,I 3C - 40' v tc.5l.i a� P'ht-. nn.nn r1rtloi;r. �hcwr cn th •: a %'CC: rni:r b•,;-r,UC(11G<: lu r�1�,1 °'$GIiG 'v,1B reOl. tr e'r yn;: GE J:fteleG J.' C(^Jr�yCO l;j �nf I^SL- •.t 1AV1;'-� I�� T �-r,�: ,l� I \1(� :tLr r ,`„n` 1(1l Vf. vIl{�•'1 �'•JSC'() J" „VL1.14 .-. ... V''.e)'1l Lt.:r1•la (l•i^GI'JIilG. tf nn l.cnnr. rJt.',,+ rou!n r^ rlrt i.-. r. r7 n 24. VAC 30-"t-1t: CG� 1; a':b �«� provider. ..__. , .. Lvn�;s or t'ar h:r5 Lct •i j 1, I _ :, •tit � i :, rl � M.n -P SPECIFICATION REFERENCE 105 19 502 CG-12 III CC-12 i. H- Ff FrTArIE DARNING HA_L RE P POVOrr. B TRILI':AiEn OOMF8 F t ^ 2 DOT-r TAPL TO :t (.LAST A 3 CONCRETE ''C_A3i A-4 IF PRECAST! 1\ \-•-""'���^ \�- _ \ WI {i':'llr rF-IST4KT INTCfr.L. ,URF Av.F CCVCRIVC TIC FJt.I 417Tt Cr T!I. RA\li' I I OCR 1I" Y � ;)(I I IN I I NG !1 IN )III I:gtRl (:1 CN OI 1't Cf ti' I; A. TP,Jr\`_L OTH;;3 r'cFEs OF MaTERI^.L wIi-1 tHE TR!;Nf^,'ED -DIES DETECT!.&L �`�-- Wv IANING IAr,'r EE U55C 'h' rH THE ?PPP,OVJJ_ OF THE EPIO,NEEP. 'r � �r T A 7. SLO-NG S*E5 OF J4E R\15P \SAY ;?- PnUtE3 MUNO_Il rV r P/NTH RASP RPI 1`lDICULAP F_D3R LR BY I,SIv PERo- ;IDLE CC:.S-RLfC,1C J31,1F ril H 1c01,PE3 EARS r ac R, 7 RAfrll (Nk I I E1 SIt $ CNN BE C EL P' J\ LEU FJE CV1JE:. MEt', F �_ i THAT rUJJl+11;; LAkEC SIDrc CNN BE CAS- N Pt_h:E AFTER PLACEMEr.'' OF PR Cr,ST RAMS FLOOR, PR -„AST CONCRETE SHALL 3E CLAD. A-�. t a 5, REQURED BARS aR= TO eC ND. 5 X 8" PLACED '' ^ENTER TO CENTER A.ONG 801H SIDES 0= THE RaIP FL30r^.•MD•DEFrH OF RAi1 F 1`00? VtNhQk, 1 con R 1%r^ 1 _:1 M tx ! 6. CURB / CVR3 tND GUT1_fi LLUPE TRANS110Ft5 SUJAJ_NI -V Cuk3 RAMPS �_-- } AR- INC_UCED IN PA'>MENT rCR CUPB / CURB AND GV-TzP 7. CURB FA)/PS a?E TC BE OCA.TED AS SHOWN CA -HE FLANS OR AS DIRECTED FARALL=L { f3Y -Iii ENCJ`IEER :N AFC TO FTC FR`tln:C' A- 1NTFr5FCTt(.N1 WHERE\'_: ' A`7 4i.Cl `.;`.:3i'11 i?!LIII UI Hit, III( RIGIII IN'NAY DI A III.;I WAY LAIC[ I I Y CI:US:;-;, A. CO { J ki-GAIL$ L,;; UI 'A!l!L 1 i Lt2 5 t'L%lPLK LX ;i t NO. OR N01fxiS1_WI NT. TI-CY MUST BE LOCATED THIN PEGESTkv,v CFCSSN':LKS AS SHOWN 3N FLA^IS OF 2S DFEC"ED EY TI-E EN_aNE£P ^.ND 5HOJ_C No- I OF. LCCA-ED EEHI4D Vrl,A'_E 5-0� LL""IFS EXISTING l CFI" PO.ES, FIRF. �_.�- :\ 1 M.AA \ 1 HYDRANTS,OP•OP NLE1S ETC ACCESS16_E ROUTE`= PROV305 A CONT!NUCUS I UN OBSTRICTED:,IAEILE,z1Ph1 AN0 LIP FE513t44T PAT!- CONNECTING AL_ ACCE;'IDLE CL_MCNTS CF A FACLITY IHAT CAN EC APPPQJ CRIED, :NTERCD AND USED B)' PEEESTP,IAM,. i- 8. PA PS MAY 8E P'_ACED ON RP.DIA'� OR T1v7CE"iJ".IhL 5_-TIONS °ROVOED THBT 2�\l.K\ rHE CURB OPEVJJG (5 PLACED WITHIN Ti-E LIMITS 0- �Hf RGSS'NALK A14D � `� � � AA K HICIh - t 1 Nd THAT rHE SLCFE AT THE ONV:CTION 7• THE .LURE CPEt.tlNG IS � ''--~� EDGE <1= PnvEMEVT PF?'PION ) AR TI THE fi1RR ^1 :I:SM.IE A5 TCP CF CU?E U. YPI':,al �JNCRFAF-UE1YPtf( ` 4' -HCI(. KFFN IH= FN RANEE RA.1J"PJ4NU' TYPE A OMMVDATE THE TLRNII.; RECVI4=M�NTJ OF 4NTf,'_PA E) HEAVY RU;;i TPA=FI_,R-FER TO STANDARD ,.G 13, COMMEP.0 AL EF,TRn`')CE if-EAV" P,AR AL _CL 3t PCRP[NC'-CULAP TkJC,� T61"C:rC^n CCNCRE!- DEPTH. 111) WI F.N C'I T RANrri A?E U'71l IN ::.')N )NC-nN 'MITI) A ;I.CI ll! .):i. PATH A III IdWNJ1t WWII!'AIA•I H III WH)II) 01 111 !iPAIR! I LN 0AII1 1 _ ' G" - 2.4• -RJ:VCarED OOuE N' ! 0 C C O O O O O J G O O O D I •'-�--�i""I"/Q c000�cr + a 'd v O C C O ,a O o O O c o n o? I o.z c'caDooc o ac:on6 �n•z ' i--`O/ 65/ CF OASE D14MEI-EP V G U O O D U U J.0 U O U J o' _ -- CJ+' D; ME"Er? Y _--'. YAiRAD F .-�. _� UM TS iKUNC^ItJ UUn4L D;C-71CTAf3LE 'NVARNiNG CIE : A!_ L'EETAIt_ SHCET 1 OF a s=T(:Fr.Anrrt R�FERf.NCE -C-12 uE`}_vTra,BLE V\rAR .II'JC SURFAI.L (J L L r Ind It L -hit N � I V C ! _ S 205 �} C2 VINGNIA AI'NtI\Y Nt CI I?AWil'O!t AI!CI, 7US.U5 20' MINIMUM FOR 5' MIN, COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WiTH A PARABOLIC CURVE. SECTION A - A e, 1, CLASS CLASS A3 / • s a• a• (H.E.S.) e. CONCRETE 'd' SECTION C-C GENERAL NOTES 1. WHEN CC-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VOOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK &CURB RAMPS WITHIN tHE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". 3. 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 CONFIGURATION. 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES 6, PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) 8. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "0" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 X 3 X MEDIUM 500-1500 VPD s 3 X 6 7. LOW LESS THAN 500 VPD 6 X A X NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS METHOD OF TREATMENT- CONNECTiON FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION CG-11 REV 8/0' 203.04 I CG-6 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. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB P, GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 4" 2" R LESS IN DEVELOPED URBAN Ix SUBURBWN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. I 15 +: 0 D D D D D 1' 1" P P P P 7" P Q n D © Q D P G P P D D • A D P P O P D � A D D • ( s" 0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6'' CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION INSERTABLE fyl� PERntISS16 E , ,A CONSTRUCTION 1 415 JOINT-� DOWELS, 8" LONG 0 12" C-C 4'-D' 4' tid LAIN' •r s ryl�N-TL tnnx MAX -_I TRUNCATED DOMES---�'"� A SEE SHEET 1 OF 4 FOR DETAILS TYI�iCAL DESIGN 8 G a 0 BACK OF C R3 12 t MAX. ^�: 48 t MAX 20:1 SECTION A -A 2' M14 PERMIS5I3LE CONSTRUCTION JOINT SECT(0N B-B F C NOTE OR GENERAL NOTES N THE DETECTABLE WARNING SURFACE. G 0 T DE EC AELE APING UR E, ALTERATIONS SEE SHEET 10F 4. A a' SOUARE LANDING ARA OUTSIOE OF Y TRAVELWAY SHALL II Y. (! BE PROvIDED WITHIN i � THE MARKED t < _ CROSSWALK AREA. � J to O Q =U of (A 8 (n cROSSWA�LK CROsswALFC v C OSSWALK TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION DIAGONAL VARSATIC}iV WITHIN CROSSWALK N'ITtilty CROSSWALK (WITH BUFFER STRIP) THIS OF.SIGN TO BE U$ED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. `!rkA,IhV CG-12 DETECTABLE WARNING SURFACE s�frFEtKH 7- ID$ -S YPL A (PERPENDICULAR) APPLICATION 502 V!RG!MA DEPARTMENT Of TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" 15 MAINTAINED. A59 T 2 OF 4 NEW 7/05 203.OSA 201,03 xI-) xt-a R1-.t 30"xVY' i2"x!" .c xc 28-4 Stop Sign (RI-1) STOP signs are intended for use where traffic is required to stop. The STOP sign shall be an octagon with white message and border on a red background. The standard size shall be 30 x 30 inches. Where greater emphasis or visibilit}' is required, a larger size is recommended. •at a multiw'av stop intersectior 'sec '_R p :urnlementary {ate (R1-3) should be mounted Just wlow eacn STOP sign. If the number of approach legs to the intersection is three or more, the numeral on the .upplementary plate shall ;orrespond to the actual number of legs, or the legend ALL -WAY (RI-4) may be used. The Supplementary piate shall have white letters on a red backgroun, and shall have a standard size of 12 y 6 inches (Rl-3) or I8 x 6 inches (RI- V A STOP sign beacon or beacons may b: :Ise_' :r :on)unclion with a STOP 5igt: described in section 4E-4. Secondary messages shall not be used on STOP sign faces. ROADSIDE SIGN URAL DISTRICT �z --__T__-_- '♦i!NOP 1ROSSRC_',_- ENTRANCE PROFILE ti �� O C7ZO 0711 ty ti 4 W ��� Op Q O G1 4 `Z � Q .4.� CN ZpQ C)ZC� O tQ© (n �ZC:� U44 OV 00 T% : �• ?° I ( S I--,.. k its '•'-��r�'2' ;,G:,. . ybr fu t .,_`t�, f t'. ' 1 I -_.; J I: (�_".�, :. - (1._ 1 I__1 ; I,.� � i�'-�i i � ..3, r �._�I t.j-.. � t t:...•"II�'�.1_ _.._:-i _..:;:.I { . _!' r-... T� . ,�r•r. .IL 1i=.i�,,=;1`"!-__ 30.0' @ 2% zi t, a am O fo N C VDOT 0647-034-223, C501 0 f1� SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot -rolled, carbon sheet steel, structural steel quality, conforming to the requirements of ASTM A1011, Grade 50 except the yield strength after cold -forming shall be 60,000 psi minimum. The steel gauge shall be 14 gauge for the 2 inch by 2 inch posts and 10 gauge for the 2�'2 inch by 2 Y2 inch posts. Posts ;!i 1 (inside and outside) shall be galvanized in accordance with the requirements of ASTM A653, Coating , Designation G-90. Posts shall use an in -ground anchor system that provides a stable installation and , If allows easy replacement of the sign into another system after vehicular impact. Posts shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall tiN�A provide a copy of the FHWA's acceptance letter indicating compliance with the breakaway requirements at the time of catalog submission of the posts. Posts shall have /s inch (+/-Y64 inch) openings or J Lu mp y� LU knockouts spaced 1 inch on centers on all four sides. Posts shall be installed in accordance with the p '' 00 7 manufacturer's recommendations. Payment will be made under: Sign Post Steel (size), Linear Feet. i s In 0 �'zt QOZ=Q) m (LI Uck� w LLI 0 0 Section 2B.04 STOP Sign (RI-1) Q U, Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (R1-1) sign (see Figure 2B-1) shall be used. The STOP sign shalt be an octagon with awhile legend and border on a red background. Secondary legends W`L0'Tzt !. shall not be used on STOP sign faces. If appropriate, a su lemental plaque 1-3 or RI-4 shall be used to display a secondary legend. Such plaques (seeFigure ure 2B-I shall have a white le Tend and border on a red background. If the number g Ca 4, Z_ bPp P q (R ) P Y Y 1; P q ( g ) g g o ac �, of approach legs controlled by STOP signs at an intersectionis three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs, At intersections where all approaches LW nr v Z W 0 V are controlled by STOP signs (see Section 211.07), a supplemental plaque (R1-3 or R14) shall be mounted below each STOP sign. ti ce,O LO Z �O Option: The ALL WAY (R1-4) supplemental plaque may be used instead of the 4-WAY (Rl-3) supplemental plaque. CS UU Z SuppOrt:T'he design and application of Stop Beacons are described in Section 4K.05. V U_ Q O (fi pzit O N All STOP signs must be 30"x3O" in the Edinburg residency. Section 2B.06 STOP Sign Placement Standard: 7 The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (sec Section 2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located as close as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Support: Su Section 2 � A 16 contains additional information about separate and combined mounting of other signs with STOP signs. Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B.16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where two roads intersect at an acute angle, the STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to wr ich it does not apply. Where there is a marked erosmvalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. Section 3B.16 Stop and Yield Lines Standard: 'ir r If used stop lines shall consist of'solid white lines extending c which . en n across approach lanes to indicate the point at vhlch the sto is intendedor required • � t b - , r r u 1Ld o e made. If used 'field lines see Figure 3B 14 shall consist ofa row of solid white P g PP P P q , 3 ( e ) hrte isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Stop lines should be 24 inches wide and white thermoplastic. Guidance: Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (R 1-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (R1-2) sign or a Yield Here to Pedestrians (R1-5 or RI-5a) sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 in (4 ft) in advance of the nearest crosswalk line at controlled intersections, except for yield lines at roundabout intersections as provided form Section 3B.24 and at midblock crosswalks. In the absence of a [narked crosswalk, the stop line or yield line should be placed at the desired stopping or yielding point, but should be placed no more than 9 in (30 ft) nor less than 1.2 m (4 ft) from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk, yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m (20 to 50 ft) in advance of the nearest crosswalk line, and parking should be prohibited in the area between the yield line and the crosswalk (see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m (40 ft) in advance of the nearest signal indication (see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi -lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. PLATFORM QD BRACKET0 0 ADAPTER GROU14D SHELF LINE y IMLW GROUND LINE DE MLA FOR EPTH'(FOR METAL POSTS) 6 ®r o t SINGLE GROUND LINE -Y4 H III 3, H GROUPED RFD-1 DOUBLE MULTIPLE NOTES-, (MAX.4 BOXES) L MAILBOXES SHALL BE OF LIGHT SHEET METAL OR PLASTIC CONSTR. CONFORMING TO THE REQUIREMENTS OF THE U.S. POSTAL SERVICE, SLOTS 2. MAILBOX SUPPOR75 SHALL NOT BE SET IN CONCRETE UNLESS THE SUPPORT DESIGN HAS BEEN SHOWN TO BE SAFE BY CRASH TESTS WHEN SO INSTALLED, 3. POSTS MAY BE 4" X 4" OR 41/ " DIAMETER WOOD POST, " DIAMETER R R 2 D E C STANDARD ST ENG�'H STEEL PIPE, 4R OTHER STEEL +M OR ALUMINUM POST SHAPES OF EQUAL STRENGTHS. 4. THE POST -TO -BOX ATTACHMENT DETAILS SHOULD BE OF SUFFICIENT STRENGTH T V 0 PREVENT THE BOX FROM SEPARATING FROM THE POST TOP F THE INSTALLATION IS STRUCK BY A VEHICLE. -1 HARDWARE SHOWN IS SUGGESTED ONLY, ALL GUIDELINES AS REOT, s ADJUSTABLE BY THE U.S. POSTAL SERVICE MUST BE FOLLOWED, PLATFORM # DIMENSIONS VARY ACCORDING TO THE SIZE OF THE MAIL BOX. PLATFORM 7" 3� DIAMETER HOLES 4" X 11/g" SLOTS ;:1- 2 TIE"1 2Y," 2y1 ANTI-TWIST a - yb" DIAMETER HOLES BRACKET ADAPTER PLATE SHELF SPECFICATXW Kn t7iCE STANDARD MAILBOX NONE REV.7/04 VIRGINIA DEPARTMENT OF TRANSPORTATION fiO3.01 1XR£CTHON of TRAVEI EDGE OF TRAVEL WAY I ., EDGE OF PAVED SHOULDER .� EDGE OF PAVED TURNMTT Y 41 TAPER FOR LS I w-5° MIN. 1 MAILBDXES I 8'-7" TEN 1 20:1 TAPER LS 2011 TAM FOR liS �i� �i� VARIABLE "1 -'jam 12:1 TAPER FOR LS - A MIIIAtp+l DESIGN FOR ROADS CARRYING LOW -SPEED TRAFFIC AND FOR LOCAL AD COLLECTOR ROADS. HS - FOR ROADS CARRYING HIGH-SPEED TRAFF'iC. W - FOR SUGGESTED WIDTHS. SEE TABLE. MAILBOXES - FOR MP1l 30X SPACING AND VAROBLE LENGTH, SEE SHEET 603.01 -0"-1 MAILBOX X 2 MAI.B FACE OFFSET SEE TABLE. Y1�ry ty►7 OF AALI-WEEBATh1E SURFp�E t TURNOUT OR uttr OISTNNCE (X) FROM FACE X Q T� g� p�SET FROM EDGE T7IRNOIJT OR HIGHWAY TYPE AND ADT. AT MAILBOX, (FT.) [SEE NOTE 1) USEABLE SHOULDER, (N.) (vpd) PREFERRED MR&" PREFERRED up&" RURAL HIGHWAY OVER 10,000 12 8 RURAL HIGHWAY OVER 1.500 to 10,000 12 8 p RURAL H IGNWAY 400 to 1,506 10 6 a TO !2 RURAL HIGHWAY 6 UNDER 400 8 (SEE NOTE 2) 10 (SEE NOTE 3) TEE WpaTT t3 tNL SHOULDER 0.00 CURBED RESIDENTIAL STREET NOT APPLICABLE eTo 12 (SEE NOTE 4) a (SEE NOTE 4) PWI-AvrMftvr_ VAILT irArrn: vpd-VEHICLE5 PER DAY SPECFIGTI)H 1( 302 TURNOUT DETAIL VIRGI'IA DEPARTMENT OF TRANSPORTATION WO-1 NOTES; 1. IF THERE iS A NEED TO TO PROVIDE FOR 1NCREASEO ACCESS, WiTHFT�H LO OICNA�IE P9S��A�TER ERE:D Ui gCONJtRNCT10N � CENT 0A0N tH 6( AR E 7 SP SfDE3 11 X 48-1 FORWARD APPROACH. �y� B. M OK AN ACCESSIBLE QOM THE ,FI � TO AND ONCE CggNppO �AF{ORETT{kE �A�gp� g �qA� aON TRLOpNG OBJECT FOR PEDESTRIANSEWITH �ViStON. 2. STRIVE FOR A 6 FEET LANa HOWEVER IN SOME SITUATIONS TTSSM11Cst1 1NOT BE 8 E TIDAL. IN Tgdge CASES, PROVIDE 3. W A T1I1IWXIT iS PROVIDED, THIS MAY REDUCE TO ZERO. 4. BEHIND TRAFFIC -FACIE OF C111116, Z O CL Z 0 z wz 0 2: Z O LU ¢ 1-- cli to O U_ nj ii a IU.1ILU W O O �1 00 rj Q O N DATE: SEPT. 28, 2007 SCALE: n/a FILE NO. 0216 REV, 7/04 SHEET 6 OF 6