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Home My WebLink AboutBankofClarkeCountyRoundHill_1tifCONSTRUCTION NOTES Sit K . T lan All cutsheets should show existing ground elevations at centerline at utility, structure U U ottset hub cievotion. JM6 T6 ALJ& _E&J1N6 JL AL J& JNBIL FREDREICK COUNTY SANITATION AUTHORITY 1. The Authorityq Water and Sewer Standards and Specifications are available at www.fcsa.--water.com 2. The water and sanitary sewer portion of these plans are valid for two years from clato of FCSA /_)l' 0 approval. Cia-in e-,sborun Magi te i 3. Water and sewer lines are to be constructed in accordance with these plans and shall rneet all Authority s n -1 Distnut requirements. SHEET IND- V-IX 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5, When an existing water main is tapped for the installation of a new line: 1 COVER SHEET a) The Authority shall furnish all labor and material. ----,-k Cul-unty, Virginia b) The developer/contractor must: r e d U-, lu 1. make application and pay deposit 2 SITE PM 2, mark the top location 6 The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 3 GRADING & EROSION CONTROL PLAN . Exact locations of water and sewer services on new lines are to be coordinated with the Authoritty's 7 52 -.--A --D DSCAPING AND LIGHTING P & The Authority's maintenance department shall furnish and install all water meters through 2" in size, ------------ It is the developer's/controctor's responsibility to have the meter box assembly installed correctly, 5 PROALES & MISCELMEOUS DETAILS Before a permanent meter is installed: — ----------- 0) 'The meter box, with its frame and cover, must be properly aligned with the coppersetter, Z n d 13--2 6 MISCELLANEOUS DETAILS b� The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. 71% 'RS d) All components of the meter box assembly shall be in proper working order. 7 PROFFE 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. Pru PU , r"�/ d Use. U-Mm or ]a] b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. it) For all 1 W' and 2" services, the Authority sholl make the top and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) 'Me Authority will install all sewer laterals, 10. Any water service line Must have a bockflow prevention assembly (double check valve or RPZ, as required), The assembly must meet ASSE standard No. 1015 or 1013. Owner/Dev I er- Bank of Clarke Couinty 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector P.8. 'Box 391 double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Berryville, Virginia 22611 Radio read remotes are required. —2510 (540) 955 FIRE & RESCUE P.O.C. John Milleson, Sr. VP 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2, Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and LOCAL UTILITIES addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. --/PROJECT EA NOrth Frederick County Sanitation Authority FROSION, CONTROL estern VIRGINIA DEPARTMENT OF TRANSPORTATION Pike Rt 5,0 P. 0. Box 1877 I - - - — - I . Pdor to initiating any land disturbing activity, it will be necessary to schedule an on-site pre-construction meeting with public ------ Winchester, Virginia 22604 works staff to discuss the approved erosion and sediment control plan. No pre-construction meetings will be scheduled prior to V1, All work on this project shall conform to the Current editions of and latest revisions to the VI 4, All roadway fill, base, subgrade material, and backfill in utilityi/Storm sewer (540) 868-1061 P.O.C. Johin Whitacre issuance of the land disturbance permit for the subject projecL Virginia ' ~ � - ` ^ ~ ' � trenches � compacted in six (6) iinch lifts to 957. oi theoretical maximum ^. inspections Virginia �ms�O and Sed' m8ht ^o'""' '°y"'°"o "' Hm minus �� i� dWhe f8de '" | V with m local regulations. In oosn of o discrepancy or conflict between the Standards or Specifications optimum S[ for the full Ul8 of dedicated street right-of-way. At the Alleghany Power approved plan, the Department of Public Works will grant approval to initiate land disturbing activities, and Renu|oU0nS, the most stringent aho|| govern direction N YU0|. density tests ohoU be performed by a qualified independent � agency in accordance with VD0T Road arid Bridge 3oedfiCoti` nnS ' Certified t npi8s 3463 Valley Pike 1 Prior to release of building permits, the following items shall be completed: V2 . N| onnntmnUnn oho|| nom | with the |ntnnt U. S . Department of Labor, Occupational Safety and of test ropn�e xho|| be oobmdfod to YD)OT daily, unless opou��d nthenvbo H-1- CRIEST Winchester, Virginia 22604 a) Subdivision shall be stabilized in accordance with the approved plot) (i.e., road surface, stormwater conveyance system, Health Adminix\roU and Virginia Occupational Sofnh/ & HonKh (VO3H) Rules and .`.. .-5852 curb and Titter, sidewalks, channel linings, vegetative cover, stc.) Regulations. V15. VDOT Standard CD and OD underdmlna s3ho|| be installed where i indicated nO (540) 722 P.O.C. Cindy Laing b) Submittal of certified as-built of thr subdivision which contains the following items: stormwater conveyance system, curb V]. When �nr�iO� within Y�� Oh�o�YUv VU traffic CnD\n0|, ��Cnt�e[ permanent 0[ temporary, these p|0Do «»d/»r on specified b« YD0� _ and gutter, drainage channels and ditches, storriwater pond, A letter from the engineer-of --record shall be included with the Sho|| be in O000rdOnCC with the COrF88l edition of VDOT'S W8d< Area Protection �ODV� V1 6. The ioStn||O(|nD of any entrances and oi|bnXes within any dedicated street 6ght- UVM for Fudhurnlore, all traffic control floggers must be certified in oCourdonCo with Section 104.04(c) of minimum design standards r and � =in ^ the responsibility �h-/ o f , 404 Hillandale Lane ' ^ ° each -' proposed -- - `'No VD0T Road and Bridge Specifications. the , developer. Winchester, Virginia 72607 permanent Cstreet signage and/or o�m| structures and `�hndn to be in accordance with the Virginia V4 The developer ah || be responsible for his and all utilities, including V1 7. cu of any o�«n�� all required V | �| � L ` , ordinances and to be utilized during the construction period, traffic | poles, junction boxes, controllers, etc., owned Y0OT or r�o� � utility be installed the or, at VD0fs discretion, companies, ' K is responsibility ~- ^-- ^ ^ of ` the —' to r locate and identify or -' ~ , 0 account receivable basis ~ following the Manual —0- n Uniform throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed items that may be in conflict with the construction activity. VD0T approval of these Control Devices. — . _ Scale~ 1, , = 1000' plans does not indemnify the `~`~`'~' f0m this '`~r~'~~'' y1~ ^ ~ ~ h�| r'`''~~ th ~ VD[T Residency O�CV with - |�t of �| material �1039 N. Frederick Pike when construction is not in progress. _ x �'' ~'^ ~ '` ^~ ° amn ' V5 ' Design features relating to field construction, r�p|n�ODy ^ and uOnbn| or safety of traffic may be MAY 255, by ^v« �r� pm/ tO th9 �� of oonxhUc Con�y u5 " to0uDi|, so-,-' to change deemed necessary VDOT ' d �nnm| expense as o result of utilized ^'~''^ any dedicated street 'xN - ' - �� be r- - -' - to provide areas any field revision shall be the '``,~'~'~'''` � #m ~`~ ,v"' '""""^/ ""= p'~ '" "^^^'°"~^ °' "'^ ""'~ ,"'` REVISED JULY 005 not graded shall be o/xu� /om/vu uxo noroco m achieve lawn conditions. V6, P6Or f0 initiation of work, the contractor shall be responsible for acquiring all OoC8SSnry VDO[ may be «p;;«/«« ^Shenandoah Gas land use permits for any work within VDOT hght-of-'~/^ V1Qi ,� ` vv^v and ovmwu` mu"aw pm`n" on "" d[ ' `^ V7. If required by the local VD0T Residency Office pre-construction conference 8hnll be arranged moomnmo/ spreader. Density will be oouxmuxm using uthe nnm and held by engineer ~~/`^ --�r'' wdh the attendance of the contractor, various County ooc»momr with uvco«n o«* of the v»o| n««« and on«U« oP«u/o««»nu and «/M-/u 22604 ogonoioa, utility vomponien and VD0T prior to initiation of work. x certified compaction technician xno � P.O.C. N& The Office when work b N cease for -r- shall - - submitted ---- - - daily, -` unless - specified. - addition '— - checking stone any undetermined length 0f b�� V��T r�q�� and �ho� r��o 4� hours advance notice prior depths, ^ ` '~~ representative -~ shall - - ^``''— -` given r '- opportunity _^~, ~ -` present -- -" - , du �� xbV�OVn and �nhno V[ �� Uon�Ky �oDhn strip, ` ^ ' to any required or requested . -� testing V8. The contractor shall be responsible for maintaining adequate oCooa3 to the project from the V2U ' adjacent public modmoy via n construction entrance that is constructed and maintained in '»v oCcVnjnnCe with Section 3.07 of the Virginia [nV�OD and ��dir8�D� C0n�m| Handbook. vvo^/ '".,n vr/"oov '" Furthermore, -- --- to other —properties -- - affected ` this project maintained through compaction of test reports � , construction, The ~--r- shOU huV8, within the limits of the �- � employee certified by shall be submitted to VDOT daily, unless specified otherwise. A VU0| ' the vxgmm Department of uxmmvumx/ and nxuxumx/ \vm,ry in uu*m/ and Sediment � ` � � ~ opportunity � ' ' �� ` � construction and �nMn« 0f (h� cO»h« «�6o Y�CVn�o who shall inspect erosion and siltation Cnnh0| devices and noVSo�s 0n o continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V21. �- ----- Section ` 302{8 ' the ' for pipe cUkmU� \1U. Contractor shall ensure adequate drainage is achieved and maintained On the site during and at `. the end of construction. determine " "� �'= and ^"'�'"~' "' "'^ foundation, = "'^ contractor " ^=' report ^ ` � findings of foundation exploration to the engineer and VDOT for approval prior } Y1[ All water and sewer |/O8s within ----" - d VDOT right-of-way shall have O minimum to placing pipe, Foundation designs v»«m comply with VDOT Road and Bddge thirty-six (36) inches t0v8[ and where possible be installed under roadway drainage facilities at 'Standard PEI-1, Where soft, yielding, or otherwise unsuitable foundation is CV0�t points. V1 2. UDunuo conditions unSudnh� s�|o. n � k h n o e �. V�"==°+ "'^ '°"~"="! "^"�" �=/�� '~^^ °'"°~""", ~=" be determined by the engineer and appr-oved by VDOT. w ' a t H a m t o n R s A � ~r ' nubnu�oon !-, ~r' - , voids, xuvxx � xu A�VV��d during �oU�; of construction shall be ��c�� V��L " ' �� '� �� ' ` 0 years from the date of the approval ~ ^ ' P| A Engineers. Su rV - Landscape '^ � immediately ' ��n�n of �/gm=n. uo" ~ 'r ^ / `s. ' �^ ' . . ` . . ^ , ' ' in that vicinity - nU| On odoqUoh dcSl0n can be determined by the "� and - approved h* VD0T Y�� ,uv' �_aA�dOr v CC-12 CU[ u Qo x. ShoU be �s�U8d where indicated on these ^ plans and/or O� �V8c ki0U by YUU|. � 1 [�(]��+ . .� East []` . /w`~.�`�". | V1] �| 0| areas, hO�Ow mot��| and undercut areas Sho|| b � approved