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HomeMy WebLinkAboutTulaneDriveInn&Suites_1tifr o be constructed in accordance with these lams and specifications and e, �' 1. Water and sewer lines are t b p p tNmchestter Virginia 22601 1. PROPOSED City of Winchester. The contractor shall coordinate with - � 4 C- EROSION AND SEDIMENT CONTROL NOTES. FIRE LANE SPECIFICATIONS shall additionally meet all requirements of the y . (540) 6�7 1815 P.O.C. POC Dale Leh►ng, P.E. tt' a� Exact locations' for water and sewer `services to <o this agency and arrange for inspection as necessary. _ E: c �''� . -- �' r drawings, if a livable. 1 Fire lanes shall be on all laps O P PP r P c s the the field, Gantractor' to provide assistance a be directed ' b the City of Winchester inspector in p _ 1. All work shall conform' to the standards and specifications and other Y y � Alle hEn Rower � ,, .. tt mm width of 1d feet. f . inspector may require.3463 . ��� Vaille Pike ,�-� -� � !' _..._ :� criteria adapted by the City of Winchester unless a variance has been 2. Fire lanes are to be a minimum i Virginia 3, Fire lanes shall be designated in either of the following W►nches #er, 22604. � granted m writing t shall /Avila the Public ilfilrtres Dept. 29 hour notice 9a. Contractor � p g g 722.5852 P.O.C. Cindy Lain' topping existing water mains. (540) y g �- -' ,_�- � 2. Na work shall commence on site until a Land Disturbance Permit is ways: prior to pp g g . . . . CITY (� L~ -- 9b. Proposed water mares will require testing in accordance with Public `� ``� issued by the City of Winchester. • � g WINCHESTER �� _ A. Double yellow, six (6) inch fines with approximately utility Specrfrcat,ons. The contractor shall schedule these tests and Ver►zon WI 3. The Land Disturbance Permit must be kept on site at all times and shown 404 Hillandale Lane �q` on requmk, three (3) inches between lines shall be used to mark provide assistance as necessary. IN ►. , . �� nchesl�er, Virginia 22602 4. A copy of approved Erasion and Sediment Control Plan must be kept an site paved areas. c. Should maintenance of water or sewer Imes within existing ► 'er at all times and sh ^wn on request. 9 (540 6C5� -3155 P.O.C. POC harry Willingham c�, q B. Painting of curbing yellow. 7d i x�z a L Land Disturbance Permit and the easements require disturbance of proposed improvements, owner �. °�'o � 5. If the contractor foss to produce the La is re sponsib` le for repair of th_ a ese items: " � � approved ,E ` r o s io n and Sediment Con trol Plan, a Stop W ork Order will be C. By painting of yellow ha tah marks of six (6 ) In c hes In 2. Temporary termination of sewer Imes shall be plugged watertight. The end of the line shall be marked Adel h►a Cable P laced an 1 ab unf, such time that the Pe rmi t and th e Plan are secured width w i th no more than to n 10 in ch e s between hatches with a treated ? inch x 4 inch post extending at least 18 ruche s above the ground. T p 6 /riche 1039 N, Frederck Pike on the are a being designated a s afit e lane, an the J ob site. shall b e pointed green, and the cut depth to the 1. nP invert shall b e shown. Winchester, Virginia 22 , h e City must be notified w h en the work commences an d wh e n the P ro project 4 Signs shall be twelve � 12 ) by eighteen { 18 ) inches with a 0 6G7�0364 P.O.C. PO;�. Brent Lles , S completed. I ' p white to b ock ra red , with r ed two 2 Inc h b i O k letters with l h t h e Hii any J Other work radin . excavating, construction) on t he project shalt not Shenandoah Gas commence until t he appropriate erosion a n d sediment controls are in wordin g NO PARK I NG FIRE LANE Authority of f ire Chief". VIRGINIA DEPARTMENT OF TRANSPORTATION a. Box 2480 VIRG An other color combination wording needs to be approved � � place as specified on the plan. � Y 9 PP r Virginia 22604 ��� r Winchester, � nu .r , . ► r responsible for an and all damages t an other s . . .. o u F ti. Contactor � p y g a y ter b the fire Chief. to the - P.0`.C. Time Hackman �, a Y V1. All work on this project steal! conform to the current editions of and latest" revisions 540 $�r9 1111 � . 4 . . P J � � s- d in glace as a result w . . i Q� measures`alrea y e t of work covered by this permit. 5, Signs shall be posted on all comers of the fire lane and then Virginia Department of Transportation (VDQT) Road and Bridge Specifications and Standards, 9 . n Crest ._ 9 P st 9. Contractor shall maintain the conservation measures in satisfactory the Virginia Erosion and Sediment Control Regulations, and an others livable state, federal or � .. :. .° no further than fifty 50 feet apart aloe the remaining length g 9 Y PP � _ � Y� ) P 9 9 9 Standards or Specifications ,r operating condition until final, permanent stabilization Is achieved. Local regulations. In case of a discrepancy or conflict between the Stand 9 P Y , . of fire lane area. Signs shall be a minimum height of seven (7) 10. Contractor shall submit a monthly monitor report to the City indicating and Regulations, the most stringent shall govern m sewer Y P Y g 9 � 9 V14. All roadway fill, base, sub rode matenal�, and backfdl m utility/storm /star Y � Y � ` , , .." ; - ` � th e e c a n dlt ia n of the e` ros ion ' and sediment se diment co ntro ls a, nd'an Y co r r e c tiv e f. e et to t. . he bottom of the e sign and a ma x imu m te al h t to o the e to P V2. All construction shall cam 1 with the latest U.S. Department of Lobar Occupational Safety a rid trenches shall be compacted In six ( ) inch lifts t o 95% of theoretical maximum actions taken Bun n g the reporting period. The report shall run on the Health Administration OS and Virginia Occupational Safety &Health VaSH Rules and densit y as determined by AASHTO T -99 Method A within P lus or minus 2 q o f calendar month and must be recived no later than the 5th day Of he of sign shall be nine (9 ) feet. Any Other height needs to be Regulations. Optimum moisture for the full width of an dedicated street right-of-way. At the approved by the Fire Chief: V3. When working within VDQT right-of-way, all traffic control, w heather P ermanent or temporary, ry� direct io n ,: of VDQT density tests shall be: P erformed by a q ua ified independent following month. Copies of, the report farm may be Obtained at the 6. Any existing markings wh . ete will be within the fire lane a erc Y m accordance with VDQT Road mud Bridge Specifications. Certified copies address below. steal( be in accordance with t he current edition of VDO T s Wo rk A rea Protection M an ua l i i � All denuded a real o n site shall be stabilized within 7 day7 of f i nal are a a ft er their establishment l, hment s h all b e removed s a s s no t to Furthermore, all traffic control fla gg ors `mu st be certified In accordance wi th Section 10 4 .0 c ) 0 of test're arts shalt be submitted to V[D OT daily, unless s eriflad Otherwise grading with P erma n en t v 9 eta on O r a P ro te ct ive ground cover suitable create confusion, the VD aT Road a n d Bridge Specifications. V15. V D aT Standard CD and UD underda. ns shall be installed where a n for t he time of the year. plans and/or as specified b VDa) T. 7. The fire lane shall b e maintained an a rO afar basi s to V 4 T he developer shall be responsible for relocating, a t his expense, any an d all utilities, including 12. All denuded areas t h at may not b e a t final grade but will remain dormant in su re these lanes can b e easily recognized. zed Maintenance traffic signal poles, junction boxes aontraliers etc. , a wn e d by VDOT or P rivate ' r P tibia utility V 1 6 T h e installation n of any entrances and miai t boxes within any dedicated s treat ri ht � for longer than 30 days must receve temporary ry sa .t stabilization, companies. It is the safe responsibility of the developer to locate and identif Y utility facilities ar Of wa Y shall meet VDOT minimum de,i 9! n standards and is th e responsibility o f 13. Permanent "stabizat an must be applied to all denuded areas that are s hall include repainting mtin 9 On li nos or curbing, replacement Items that may be in conflict with the proposed construction activity, VD OT Tapproval I of these the. developer. to be left dormant for more than one Y ear: of signs, etc , as deemed necessary b Y Y our maintenance son ibiit , this responsibility. r from s indemnify the developer n Permit may be revoked, shoal he City determine plans does not d y p P Y i t VDaT acceptance of any streets all required street sl na e and/or ` R `• • 14, The Land Disturbance Pe t y e , d t ty V17. Prat a p y q 9 g r ersonnel or the Fire Department. r. r r or at VDQT s discretion, than the project is not in compliance with the conditions Of the r i n and oantrol ar afet of traffic ma be avement markings shall be installed byl the "develapaO P J P V5. Design n featurOa relator to field constructian, regulat o s, Y Y P g g , , . ,, 8. After the establishment of the cited fire lanes, local r o an account receivable basis following the Manual" On Uniform approved lan, subject to change as deemed necessary b VDQT. An additional expense incurred as a result of by VDDT n g J 9 ry Y Y P .. ... � Scale 1 = � PP . � law enforcement Officers shall enforce these areas clear an field revision shall be the responsibility of the developer. Traffic Control Devices. Y P y P 15. All questions regarding Erosion and Sediment Cantal must be directed V6. Prior to initi„ ation of work the contractor shall be responsible sible f ar acquiring _ all n ecessa ry VD QT V1 8. The developer shall P ro v, id e t he V OT Residency Office with a , list of ` al I m a terra l to. ` ` ` at all times. land use P er mit s for any work within VDQT right-of-way. sources prior to the start of construction, an. CO ies of all Invoices far materials City of Winchester, V r n a 9. Fire lanes elsewhere on site rna Y be required as construction develops. s. V7, if required by t he local VDQT Residency Office a pre -construction conference shall be utilized within any dedicated street r ht - of - wa Y must be provided to the local � De p artment of Pubic Utilities, Engineering Division and held by the engineer and/or developer with the attendance Of the contractor, various County VDQT Residenc y Office p n or to acceptance Of the work. Unit and fatal prices 15 North Cameron Street a envies utilitv cam antes and VDQT prior to initiation o f work. may be obscured. 22, Winchester, Virginia 22601 540 - 66i -1895 f he local VDQT Residency Office when work is to begin or cease far V8. The contractor shall notify t Y g . V19. Aggregate base and subbase materials shall be placed on subgrade by determined using the mans' of a mechanical spreader. Density will be d e y g p . tar notice I ne oc i 4 hours advance h Il receive S length of time VDa T requires ar 7d s a e an undetermined 9 q A Y . . . '' f the` VDDir Road density control stir in accordance with Section 3D4 0 to any required or requested inspection, and Bridge Specifications and V7M - 10. A certified compaction technician M V9. The contractor shall be responsible for maintaining adequate dCCes S to t h e project from the s hall P erform these tests, Certified copies of t est reports erls shall, . , adjacent public roadway via a construction entrance that Is constructed an d maintained in 0 submitted t o VDQT doily, unless s e�crfred otherwise. se In addition u t with Section 3.02 Of the Virginia Erosion and Sediment Control Handbook checking stone depths, a VD?T reP rresentahve shall b e notified a rid given ` t t � r . � ii.. . , . y .s . , Furthermore, access to other properties affected by this project s hall be maintained tarn e d through the opportunity to be p resent durmi g the construction n and testing of th e ' ' ,... . �. ,. � constructian. The Developer shall have within the units of the project, an employee c certified b y density control strip, the Virginia Department of Conservation and Recreation VDCR ) in Erosion and Sediment . . I i ed In accordance with Section 315 of the V20. Asphalt concrete pavements shelf be a a P P s n a continuous control devices and measure, a Control who shah inspect erasion and siltation a Alf be ra m tl rectified. Deficiencies shall a P P P promptly basis far proper installation and operation, f P ,. u In h , i icatia ns Density shall be determined s Sef an Bridge c Road d vaaT � P . .. .. . . - density central st n as specified in Sr:cttian 315 and VT'M 76,, A certified Y; P P BUREiNGTION LLG` , . h site during and at s chieved and maintained a n the o steal ensure adequate drainage r a g V1 0. Contractor I q g reports . s s. er afae ca res of test re . its technician shall perform these tests. Certified d campactron teohn a P P P . 5 . , VDOT � � E31F'I N PAl"El,., the end of construction. shall be submitted to VDaT daily,. unless} specified otherwise, A 1150 WINGATE DR, . . .. - - Irnmum A VDQT ht f wa staall have a m m to shall be notified and ivern the opportunity nit to be resent during representative g PP Y P g • E. l"1 I P"1 � r `l� rV` 4� i" � ri ri �° • r r1 � WINCHESTER, VA 260 V11. All water and sewer Ines within existing or propose rig o y • construction and testina of the comiol ;strip.