Loading...
HomeMy WebLinkAbout50-03 Aiken's Office - Corporate Office - Stonewall - Backfile (2)GENERAL CONSTRUCTION NOTES. 1. The contractor shall furnish all moterialls, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Speciifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authorty and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors respponsibilit . The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters throwgh 2 in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3 the distance between the top of the cover and the yoke bar be between 18 and 21 inches; an 4) all components of the meter box assembly to be in proper working order. It is developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. 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. An application for service must be made and fees aid before work will begin. b. The Authority shall furnish and install all 5/8", 3/4", and 1" water services. 9 c. For 1 1/2 and 2 water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d. The Authority will install all sewer laterals. 6. When an existing water main is topped for the installation of a new line: a. The Authority t on shagl furnish all labor a i and materials to make the to . b. The developer contractor must: (1) make application for the tap, P(2) pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is completed. 7. The contractor shall tie-in a new lie to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT ri ht-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of V�OT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic ma be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of onXld revision will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must 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. 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. 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 Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities of conflict points. 12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When sail samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utili /storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by HTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street ri ht-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency sha� be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance b�yy VDOT of any streets, any required street signsge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unita and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control t ip. 21. Approval of these plans shall expire three �3� years from the date of the approval letter. 22. CC-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. Stonewall Magisterial District Frederick County, Virgin0 ia TMP 54-A-20, 20AI 44 AND Zoned: m_-1 B-3 Proposed Use.- Office ( 700 J M►) j/ %J f J O O \ �J i \ ; f4. I >� / i / O Tfd�r L t j • / �..' `` Z/ • mot^ J ... 7 �►R p { J,�, \ _ / 7•� III , Vicinity Map Scale 1 "= 300' EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 45 REZONINC Rf;QUESTPR01' TR Properly Identirivatinn Numhcr 54-A-2I, 54-A2a1-:1, 54-.4-?0 & .4.4-A 22 Stotiewntt Magisterial Distriict AIKLNS PROPER I Y rt�Irrr: II �otl'rll Prrtintivar�ll+tti rs 'urxiaattn Section 15 221!t6 st,_Seq, or the code of Virginia, 1950, as amended. and the provisions of the t'trdrrick C oumy 7_rning Ci inwice nmh aspect to condiliuntal rt7oning, the ucdcrste1- applicant he.ri1V prutlers that it the even; the Board or Superisorq of 1.=redcrick Couni.y. Viwrinia, shnil nppmva Rezoning; Application :f far tho rezon'.ng of l .:9 acres from the Lipht Industrial fM-I } and Business General (T+.-:?) to lndustnat Pt3nsjbon (13-3). Dc%c!opmenl of t?te cuhject rnip rty sliaP be done in conibrmity with the terms and condtlions szt forth herein, exc-crit to the eNtetit that such tens and con,daions ma} he sr:bselticntiy amended or revised by thr- al -pliant and such he anprovcl by the Frederick County Board, of Supervisors in, accordance with Virninia law. Ira the evert'. that such rezoning, . is n �•.� s of �ra.tt;:d, th�r..hese prntt�ti. .ha.l lx dcumcd wifhcl=sn':tnd of no :Jti'ct ,+hatsoevz:. Ties2 , prntiers shad be butd;.n�, upon the rtrrtticlnt and then legs! suc:.essnr or nssirms. Montri:+t-v C "11trriihudun The undm:gncd, who owes rho above desr:rib-cd gmnery, hereby vottmtali1v prul;ers that if'rhe 130nrd of Supervisors for tltw Counh• of Frederick, Virginia approves rhe rezoning `or the 1. q9 acres, with ffontaer along U.S. Route I I in the Stonewall Magistet at Visinct of Frederick County, vugin a frorr 1-I and'3 to B-Y This monetary proffer provides for S2;1a(J.t>7 for F(e crick County Fire and Rescue and $l,txia.ttt for '+lentils OrTi". Pavivert si,a`I be r..t<zdo a, the !ime ni issuance ot'buildinp hermit. 1?arkin � la.at A lit' clrar plmtine ,trip shat! be provided hetwern the U.S. Route I I right of sway litre m,d the. parkin;; to' limits to allow planting of street tram rind landscaping. he cordWons profToi!A above shall he hirwhop upon the heirs, executor•.;, administrators, assigns card successors it intere57 of the AEvplic:mt and CRdrter. In the event the Predcrfek (;ouniti• iioari o! Super:sors grant said rezoninn rind accepts these condit om, the proQer:d corditiuns shall apply to the lend tvzoncd in adduent to other rcquircincws set forth in the I'r«io:ick Cuunh' Csxte. (RCS:31nrt �';%:1^i P3mt 1 nf2 LOCAL UTILITIES Frederick County Sanitation Authority (Sewer) P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre IZEcoxnrc tttr�u>csr P'ROIRrI�t h.peaty Platda 5M-21 34A-2K 5" 28 & M-A-22 SWwWA MftWWW Dirtrfet Atibm trpert2 .�.I .o, , • 1 n u:, ..:tp :J• M' p 1 11 1 1 :.ft ■ f City of Winchester Dept. of Public Utilities (Water) 15 North Cameron Street Winchester, Virginia 22601 (540) 667-1815 P.O.C. Dale Lehnig Alleghany Power Adelphia Cable 3463 Valley Pike 1039 N. Frederick Pike Winchester, Virginia 22604 Winchester, Virginia 22601 (540) 722-5852 P.O.C. Christine Strecky (540) 667-0364 P.O.C. Jermaine Brooks Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22602 P.O.C. Larry Willingham ,a C s rilbta�� �s _.ate ° r olj_ ,3,,�• z�� l$ � % C a division 0f tt o n Harris Ruist &A,3soc1ate_s,,PC Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 5Winchester, Virginia 22601 J--T 540.6367.2139 540.66 .0493 NOVO 171 2003 Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman k.P�T H OF L i AID A. MISLOWSKY, Z 0 NO. 020674 _ _4 0_ Page 2 of 2 n RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING &EROSION CONTROL PLAN 4 LIGHTING, LANDSCAPING and PHASING PLAN 5 SECTIONS AND PROFILES 6 STORM SEWER PROFILES 7 WATER AND SEWER PROFILES 8 MISCELLANEOUS DETAILS THE DEVELOPER SHALL PROVIDE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SUBDIVISION ADEQUATE FOR USE BY HOME BUILDER TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF SUBDIVISION IMPROVEMENTS TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. Owner/Developer: H & W Construction Co. P. 0. Box 2468 Winchester, Virginia 22604 (540) 667-3752 S��ras�a3 Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval 1 12122103 REVISED PER F.C.S.A. AND COUNTY COMMENTS. JLC RAM Drawing -- Sheet Number 1 of 8 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(Y.) Type 2 708.60 706.10 3 709.20 708.80 4 711.50 709.40 5 713.50 711.70 6 712.00 709.40 7 707.20 706.25 8 713,50 707.40 r��,p, , F r01 - / ,, z�r`- � , 3tiq ; 7'�?• Ir"t �` 3 d c r §'>x 100 15 2.50 CPP 55 15 0.73 CPP 109 15 1.92 CPP 61 15 2.97 CPP 31 15 10.18 CPP 45 15 2.08 CPP 155 15 3.95 CPP Storm Inlet Summary, and Sump inlet Depth and Spread Calculation. Str- No. Inv. in inv. Out Inv, In. Top Etv. Type Throat 1 -- 706.10 -- -- End Sect. -- 2 708.80 708,60 -- 713.50 Di - 3B 4 3 709.40 709.20 709.40 714,10 DI - 1 -- 4 711.70 711.50 -- 714.10 DI - 1 -- 5 -- 715,50 -- -- End Sect. -- 6 -_ 712.00 -- -_ End Sect. -- 7 707.40 707.20 -- 709,90 Di - 1 -- 8 -- 713.50 -- -- End Sect. i -- G?"o �O{ 1 0,1 t 'I° O�IN2 NE c)I1I N i' iy i1, V1---- IINV. (712.48) { , ,..,_...._-____..._. __._.___._._-. ___..__._.__..-_ ;f IoQ f. 1 1 ,/ ! , ,/;/INV. (7111.46) INV. (709. 2) INV. (710.02) CD 0 z z aro __-i I N 20°57'51" E 150.00' EX. CO N C R E T E TRUCK TRAILER PARKING N20°57'51"E 4 "' I (O.: INV. N/F PIN 544-25A C1 t_'r)f'V P f PL i=I -ry ,-n PtAI 54 A-25A ,M,1vf,f- D. rv•'. C'K . , RIIII_ P, 4 U. 1`OCAO' 7 //qq ,dt�� CC {^ �i�'s r c.+I•{rV'�E /_7 .:Jl'i'�o ivu is VIR PI 509 P•6� 413 J.A,t�fEJ f. S,YCCY(J ; I � 1?.41_.p�I 0, 51.1 L0(;,111? )/ I _ r LI1171WE' L9. '5!•; CC'110C) , I/R J �r 17G� 440 Pik ?, ' __ J 0 _____.__._-.---------__-___._.----.-----_._-__-_-------_-___--_-_-___ o) CD - _ N 20°57'51" E 124.28' y r----••----, H I N 20°57'49" E 29.11' N 20057'51" E il II r"(ARzr I i 1-t , t1'i�. � t I , _ _..- r{EL� �. . I_-...�__ " j , N __._.--"•"1 -- 25' BRL �- �_ _ _ ____ .___, _ _ .._ q TRUCK TRAILER PARKING 1 PROJECT SUMMARY TAX IDENTIFICATION NUMBER 54-A-20, 20A, 44, 45 EXISTING PARCEL AREA 1.1614 ACRES EX, CHAIN LINK FENCE --__._ _- ____ I DEVELOPED PARCEL AREA 1.1614 ACRES ` 4 N 20°57'49°�1_58.24r ' ZONING B3 ADDRESS 1025 VALLEY PIKE . N/ _ 11 CURRENT USE VACANT HARRY Val. AIKENS & PROPOSED USE CONTRACTORS OFFICE --..----_ .-__-� VJH! TER 1'�. AIKENS DISTURBED AREA 1.7 ACRES QF3 15 a 1 fi SETBACKS REQUIRED PROVIDED EX. CONC I , '•r' -1 C�.t ._ 0,. ! `, , '� FRONT 35' 68.87' 68.87' PAD 2�__BRL__.-.�..-.-. ----___._�.._._._ - ___ _= .. SIDE 15' i N 20°57'45" Ei 156.60' REAR 15' 22.64' 1 PARKING 5' 5.5' I i BUILDING HEIGHT 35' (MAX.) 32'(+/-) ________j T,N.0 T,JRY BLOCK GROUND FLOOR AREA 4,250 SQ.FT. & STONE BUILDING NUMBER OF STORIES 3 I .I".E. -71 r'B TOTAL OFFICE AREA 12,750 SQ.FT. it 1� ST!\! E PIE FAR ALLOWED 1.0 `� I. FAR PROVIDED 025 f I I I Q� I �,14 �� , _ ,.-1 .. - ! EX. BLOCK l 1 I &! rhly' l7os.os) 'N' �r1 m1 , MINIMUM LANDSCAPED AREA 25% 0.29 AC. 8 I ZU ED: I:, wALL W.•`.(70 33} fl'N 5 '.-L / __ ___._ I _ _-------•--___ ,_-.-._,.._._.-__ __.»_ I (708:26) ;,", Pr11 f -t °0 ; lSE: t7'�I-RA"TOR YARD t' __ � _ .__� I ( ` r11dI -- LANDSCAPED AREA PROVIDED 0.780 AC. 36% 1•tiI- RL D, CI,J I $rr INV. (710.80} , / 1 -- ! i E% , J1~If�lT1� C?,JS TE' P) I I ' I 1- �1 EX. CONC. PAD \ o , \_', \ „, ti (I� f?- ;=s(; 31 R 1 ' �`L`'� -_ _ !I ; i j �(/+' PARKING RE UIRED PROVIDED \ '\ `�zo!- I i !, - __ __1 I i P!N '54-A--24. 1` c", OFFICE SPACES (1/250) 51 51 \`t \�3�i - I t r . r nIc w o if IE STr!?Y + f�! t i HARi=�Y ���?'. lKE�lSy� HANDICAP SPACES 3 3 `,,?,�,, 1..,,_. +.) 1 ;2`,r_ o I I I 1 ! Ex. CONC. ;PAD( MET/ LOADING SPACES 0 O \ „ \, . I o BLOCt I � r P1l� �t�--A��j2;� � � w/ FILL CAP'-' „dt'LT�� !i. �,11�ENS`T 11� a , �• I\ r�?s\ I, EX. ASPHALT tip,►;;(' j / fi " o fi1r RRY �I. f�I1+L14 �� `r 1 l�L � 7 ! S1 %� I I iI , 7 , , .� ` ' N I i i' PARKING LANDSCAPING I \ ' ty I .•'..[_ = 1 1.4'< 1 � / ( ',"t _--.'.-_-I'-~ VI 1_ C r�iit. � N i(�� CP,,'-(^ 1 1_. t_ CORE DRILL NEW INVERT AT 706.10. i 1 i J { I`'R H' "EIS I 52 `� { PAVEMENT AREA 21017 S.F. \ �, Y I CL i RiPRAP REQUIRED SEE DETAIL SHEET 8. I ! P. FLAT TOP SEWER MH 1 ° >I N�' m t, r� . �) i . __ ._. ___.._._ _ _.__.___..-_. f ; a , �,�, \` ;.� PROVIDE KOR-N-SEAL ADAPTOR. ` RIM=711.50 `' �. : ~ ' ,�, 5 : la `: ( o I I / `� ,. y �_ , STREAM CROSSING SEE DETAIL SHEET 8. I I `' ! ' ' w , „ PAVEMENT TREES REQUIRED 10.5 ®1 2000 S.F. ZONED: M1 = o ! N (?,_ G t / 1 4o\ \ \ I F `c ,\ ' j iW..IN=707.2'O (63 (PRIVATE) - G, W' • fl- 1 z / : / PERIMETER TREES PROVIDED 11 i OAD CRO I _ RES SSE: COTITRACT01� I/its(', // f F SS NG BY OPEN CUT '� a, £ o EX. GRAVEL / /� INTERIOR TREES REQUIRED 5.1 (01/10 SP.) INV OUT=707:00 -eq # t LC?lEi.: Ial1 I,/r i w " �. I (70$.43 i ('� ;ZONED: B3 _ __ 1 �/ I cj , �� � METHOD. SEE DETAIL SHEET 9. "° \ „ ; - , v n I � // / , `� I ' 'j �Ill,, Nv. (7os t) 175 -8 D.I.DCLASS 52 SEWER 0 0.51 _ C I °' I EX U, �0NITR ,,,TO>� tARf� ° -11� �'1 /;- 2,� 1_. � a / // INTERIOR TREES PROVIDED 5 ��- ' I z - -; `"r 11r,,�� h�.;1,,_It f., ! ! EX. CONC. PAD I / I I _. _ _ W/ GAS PUMP/TOTAL TREES REQUIRED 15. _ I I INV. (7 8.11) _.... __-- . _ _..__.__ . ______. lf1_Tt , N• ,a.1iE,�1 - 1s -- i f I.i 00 "I i---- .__._. - i ;' ' i 5 % / TOTAL TREES PROVIDED 0� ,� fF. PARKING LOT LANDSCAPING REQ'D. 1051 SO. FT. ® 5% EX. GRAVEL L1 _� eo i i� f / // 13�0 PARKING LOT LANDSCAPING PROVIDED 2616 SQ.FT.(+/-) 21°34'15" E 117.17' END CG-6 J END NEW PAVEMENT MATCEf cv °, o �`, S20°5751"W 77.96' r' r- {(�6 i� o h ° -- -- ; EXISTING DRIVEWAY LOCATION C' C �- M ti ,. / 0' I SMH ! `'s IRF ' AND GRADE. ? �'iNFD: Ia'I 1 % 1.1 NOTES: TOP=110.32 - - - - E 135`_: Cl�}Tfi'i�t� T v Yr^I� z /% INSTALLED ON THE PROPERTY WILL COMPLY WtiH THE r` iN=705.62 , 1 -. 1. OUT=705.42 I ; I .. _ ... _ - __ /, ALL SIGNS I _ � �`// \ REQUIREMENTS OF THE FREDERICI( COUNTY ZONING ORDINANCE. ,i - - . :: : ,,,:•�" 1 GH11NG iS TO BE CONTROLLED TO PREVENT OFF SITE GLARE 20' SfWITARY SEWER EASEMENT `-___ _ �� m! /h / �.� ___... fi I ; _ _ ' - _ _. _ ..._. _,___ ______. ____ ;� ; �_. 25' BRL \ 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA _ .. .� - - - _ % _._ .... __._ . _._ _ / L�� AND A1171 92 . 4 :.- _j:::•-:•• -- / \ \ 4.N0 STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL I • '.. 4 SEWER [ATERAL I 26p I.0 ' :: _ ,I. , _ _ ---- END CG-6 •' / \ S' FEATURES EXIST. II ;N __._.._.. _... -- ...- .. ..-•._.-_ I I h :: •--:-: _:. :: - /,1/ \ G ,�, // 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE CD CONNECTION TO EXISTNG BOX �6•1.1. : z : / �\� / MARSHAL( REQUIREMENTS. �``', CULVERT AT LEE AVENUE TO BE s i r // \ \ �� / oip .� / �� \ �, �j 6. ALL UT1L(TIES TO 8E PLACED UNDERGROUND - DESIGNED WITH PLANNING FOR STANDARD g _ • r- - ' �� //. , % , \ Q,ok /- / 7. HANDICAPPED SPACES aI� ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES N .-•-, - "-,h n N 22°07'24" E 100.29' / "� � p $ \, ' OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. pc 1 I LOT5 42 AND 45. PHASE 2 PAVEMENT �' - V ZONED: M 1 %, �' _ - A�\ � ) i i �, o ®� i :' i ? --- - N 24°10'05" E //..-�/ \ \,''"` `/ 41 "' a) I� % " ` �' - . ZONED: B3 \ / / & HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION i U I :., r A rn �, ': j,'.:. 49.33' o I P I''`° ' `� - �' - �, ::% ~: - �2 T \ � 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM v r. ZONEb: M i wi cV fii,'Sfi 1'�. %,,C;_ 9 1 I / ONED: 3. ",' f i _,. ° ; It r_!'?; '. - - '' I -' 1, / PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 1 i i o `p ` A I I, • C : 2� 00 _ __ �_ ._ 15' BRL / \ \ / �,, >�i LEER I1, •�I�,ENS 20.60' . 22.00' ; ; I N /,',� o " ' 10.BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE �, Ci1 7r:� , ; 1 %;� ; _. - _ " / USE GROUP B(BUSiNESS), OF THE INTERNATIONAL I I _ _ .. ' fx. 12" W/M S 20 57 5 / / AND SECTION 304, CI• At;RFS ;. -_ ! I _ / j i 13.90 , \ \\ \\ /% / BUtDING CODE/2000. OTHER CODE THAT APPLES lS Ch80 A117.1-98 ur./ \:. / ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 1. " S a. E[ECTRIC SERVICE •� / '\� 9 11.NO OUTDOOR STORAGE PROPOSED. PROPOSED UNDERGROUND / J I!•.,>!:_: ?it,1v, t;, !!`if!_I()` i. i / // 1°�' r 1 REQUIRED TRASH TO BE RED BY PRIVATE MAINTENANCE I i . _� , 1 __ _ _ _._._-1. // /`'• r _ \ ,, r' \ // CONTRACTOR \ 2. NO DUNPSTER I i I ------ ---_• __ -_ 1 w / //n�0 t�;: �' /%i P� 3 FIRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C. I / �`t - / / o; Q THE STRIPING CURS PAINTING AND SIGNAGE SHAM MEET THE REQUIREMENTS OF i ,� _ vr. C O C EX. GRAVEL / / ° O �o t\ \ 4 \ / / O I : I o � (f, :-:,.:,:=...-T �:�._:. =:_ _ I U � THREE .►TORY OFFiC� j/ 5 �;; �,�') � \ % \ ; X � /ti�� �o THE ARE M FS TRU c Ln r` � :I Q . � 1. i .•�\-. , , . j% \ / �, Q 14. THIS TYPE OF STRUCTURE SHAH BE SUBJECT TO SPECIAL COMPLY WITH SPECIAL �' " W w U 9 - ' G % `�; ' / / �i P INSPECTIONS ACCORDING TO CHAPTER 17 QF THE ISC. SOILS CONCRETE, ETC. r�'7� o , u , N li �' I -X.. C1. __.._. - -- 2i� S.F. -,ELE "� ` ��\' 9_s r`Qy , �ve, "\ f, „`��\ / ° ^1 t (SOILS, 1 50 E�E� I 1 ►RF S 19 37 01 W 117.47 � - Q G�° Aid:. B -- END CG-6 . I , A \ G ;<\:. ,l\� `j, / � ��' 3:. - - - _ I N ,/ �4�-:--�:�,-��-,-_-.,,-:-.:wL G. HHT.=35 �' ,� �'' �� % �� P�i , rl-�, \���j,` \ ���\\/ // U.S. ROUTE 11 ::: 1 , _ ft'f cLEO 1 %' - 4,00'-':. - i 20.00' / / f. �? . �} ,, / ! i ! r rn QI. I i ` a.,�;�? / 14' 13.52' rCD = cortc. WATER'; '._ ... I -,�" 0 # N j:1.! ', - O i / r \ C�c /�/ �,� iI ARTINSBURG PIKE N _ _ _.._.. 00 __ PROPOSED UNDERGROUND - �` \ -- \ � �5 z5 METER VAULT I +. __ _ .. I 1, r''!' 1': 1�! _. w TELEPHONE C . ) '/ �`<, ", / / I w Z i \ \ G�� ' \f � / � ; D i rt:' u f-t - t1- � S I _,-, . -,: ',, . I :, �, ' \ ; r "� SAWCUT EDGE 2 :) - _ , 3 FT. LANDSCAPE STRIP f i \ ,. \ ' /�, / 4t f z; >_ r I i ; N�;1 RY ^ . Ik,E!`!4 c! t',, , d T - ..._ i \ \, fj VI CKCOAT 12 "' I j / , / / / �� PRO DE TA y l--------__^ _ -_-; !"�'�,ET !-fi. t},I,�1:i�S R`Y.�{i. ; f4CE1�tS c :•. - I X I . /. \ \ 0�L \ /i *\ (1 ILL ! "i,- ,`1 r>\\> -r , 1' t r `'' ; I _ / / 5 MILL 6 x i 1 2 JOINT �i z I-.[ )f )i,i r, 7 { r'7 �1 ii- i s ! .. : ---p \ / �z �.1, , ,-, Rt� 12 ,a ;AL. _P !. A r{ .► 5 t7''sID` aY `C �, / �C. : r , `�` N d D1.) C1 T c P .:, . PG 1..,, . G 5 I �.. - \\ i c� �O O a, ..i?/tSi_. I �,+ 0 ) T I. -. /9� NG P' a� r 1 4 ;ui .4 i h _ - �1 I N z -1_ /_.), sE,J.; �\\` ICE 3 / W i _.. / aa 11 �, 1 / : t I._#IE: co"'1::. cF [!! f)S1 % :'::='.L..::_- " .I / END NEW PAVEMENT. MATCH EX Q „ .. , O - . } ;, �, ANDARD PAVEMflVi .... _ .. / : : :: 1 g ` . a W _ ; ( o „. NiFRO! .... f. ., .. / / / DRIVEWAY LOCATION &GRADE s Z = I i ; . `�" : . _ ..., . Q : '9 PAVEX. MENT O� :.... \ Nip ~ Q) a w ; t .......... .._,_._1__.-._ __.._-.._ .�. ... .- Q ::.: .-... 3 :. /'. , �; n= 00 Z l , I Ex. CONC. OT CG-6 x > O w __.._ ._ _._.., __ ___;.....__ . _ __ _ .__._. STRIPE FOR 2 TEMPORARY i? _.. -h _:: : _ :... G : 9.00 8.00 .. 8A S.OQ 8.00 8.00 - N`L - {., R. 35 .. ,- .. Q VD N x , s :f�EAVY Dtttl`- _ ! -i �`5/' . / PROVIDE ANCHORED CONCRETE 1 1 2" SM-9.5A Wlo U Q i ° o ii SPACES (11 x18 PAVED) 5R.. �P :: .. g , •A TYP. I . _ :... .. .. r / z;"� a rn °� i ,. _ i�llVE�! gRL _ �. = J ENfi-:•- - :, : ,� # 5 WHEEL STOPS IN PHASE 1. CROSS SLOPE 1/4 5" BM 25.0 c> q W W M I m I c , , }. . h I. _ .- z;a ! �, ! I i 1 - -r 2 CONCRETE FLUME ::.:"`..:'::.:::'-_:'.._ =::1' I 'l ; `� x - R OR MATCH EXISTING �qN W 3I Z w i 1 EX. ASPHALT END �9 END CG EXTENSION 8 21B EXIENO 21 B �. ' - CURB TYPICAL OF 3 0 . F:= .;.: :..' _- 0KiNGOARFA 6 o, z Q ! 3� .BRA .:� ! JI `� WELL COMPACTED Sl/BGR40E 1 FT BEYOND B4 58 BRL �{ �, -� PARCEL CONNECTOR 20 t7 WRIER 91 1 A C. S 1 Q a �' '� ' OF CURB I/ AND PARKING (PHASE TWO) .p . . •tASEdfENT - 4 vw _ _.. . _. _._ ___ VDOT STOP SIGN �, o _ , L_.__.._._ __ _.. ,,t, � �, ; G ss U. S. ROUTE // WIDENING -- _. �:. z! ry M P O/ 2 REQ 1- G ; I v, L , &BAR -. Fly ASSE 8LY. w. , '}BEHIND CURB ' o- {., GRATE (708.36) ! � 1 0 : i::` ..... f I 3 � ti� o 6' INv.=lo7.as '' r .,_..-.___ I PROL$DE ANCi�PRED C0�ICREIE �CE�J i U' o 1�Qzt I WHEEI STOPS IN PHAS ONE I 40.OQ' ' - I I .. - t S 34.97' EX. CONC { {. C2 . EX METAL REMOVE UPON EXIENSI OF 1 :t •. t . 0 i ti`�� 16°11'39" W _.__ __ ..-_ - �o 1 ; a PY / i 1 ROAD • 0 B-2 OTs. :::.: I C3 _ , ��POLE MtiUNTED NrWL11CAP PARKIN _-___ _ -- _ TRIP GENERATION ' I I END SECTIONS PROVIDED IN I t ti 1 1 ::::...- : =.' SIGNS INSTALLED PER WRCIN14 { } ITE 6THEDITION ESTIMATES 1 ,�,,� 0 - _ _.__ i _ _ _ _ __, \ WPP-.,.._.._- STATE CODE SECIM 36-99.11 i j PHASE `ONE TO BE 1 1 I CG-6 "= : ,, r, ..,,, . - --- --ENT i" REMOVED IN PHASE 1W0. "~ ::: =' t.o;.•'-j:1.:-,::...:::: _ N�__- _ '_. W (THREE .REl7' �_, __.___..-1 THIS SITE AT FULL DEVELOP ,I� g4.83 ;51.: _ _ �' 6 �- _K ay,nr-r �__ ALIUST TAPER PER VDQT WOULD GENERATE 98 T.P.D. M N I T= 1 i , EC-1 REQUIRED / 12°24'�3" _ - % INSPECTOR DIRECTION. USE CODE: 714 j' CONC PAD / �..��"" e }"1 AGEES� " �Siy - -- ; I ....� _ - PR0V1 .O „_,... , i IRF ..'"' ------ - � - - - .s. __ p1RE T INSPECTOR ::. -` - ._____ I ---.-..... _ _ ..-_ _..._ CURB _ _ M I i 7. EX. BURIED CONCRETE :-w_ �w.._ , :::....::::. _. ::: E :::=• ' _ _ 1 _._.. -- _ ___ :... :GRAVE . 118. 0 ::. ° :::. _ 135 W ....- T BE REMOVED :.:::::.::. _ ... _ . , _ , :::.:: =-:::.::::.•. '::. _ 20 _. INV. , .. /::..::::.::.:.. - S o _ FIRE LANES REQUIREMENTS: END CURB _ ,_,. - _ _ R CU _ +i t ) si na a is required at all fire hydrants, fire department �(H NEADE __ : _ .. _ .. _ _ ..... _ Fire Lane marki sand I /r v _.__.___... - cress points to the structure. The contractor shall coordinate with the fire IRF , t - - - - ---- _ _ = :.:: _ - :::. - :: _ • • - ' DECELERATION connections, curbing y. _ i I- r .__. TAPER 8.75 BO TED _. _. E - I i ._ . L. .. - -,- ppl - _ 1 W _ _ Marshall to a is satisfied. _._. - MF P __I .. GSA LAN 1 » P s. \ . 7> ^j ... �.� �- �_; :. ��r;,�r;�a�,}: ; ; •:.�'':::�: �.. Ma hall ensure these requirements are 'stied 15 , -1 _ CM _ -- ._- r - „��• :.__.. ESTER :.... iz(P P GRATE (708.35) EX. GRASS I1 i ; w::pR - g :_ U.S. RpUTE 11 WATER MAINC _" GRA . 15 CM os.a5j�'� \.;;INv.=los.s5 �� . ! -NS PIKE 6 TAPPING SLEEVE IXISTING B �6.85 _...,:, ...__ - M AND VALVE -----______._-•-------- _ �, tv \ / 704.9 METER . -' - INV.= 8 o `, - _ U R RELOCATE AR H ___ _ . X . 4 _- - _.. - -- / - - (sod 3 __ `` ; - 1 24.0' TAPER MATCH IXiSTING (PAVEMENT 11M1 - � M' SPEED _ -- --- �4 *METER TO BE UPGRADED TO __.- _.. __ GRAVE AND SLOPE: POSTED ___ _ _ CURRENT CITY OF WINCHESTER ,r - _._ fSTiNG ENTRA►� ON. SEE DETAIL - 19 SPECIRCATI `,\ '� / __-__ _ ___ REMAINING CURB THROUGH OF PARCEL 54-A-'� ` i _. __ _-- ---- _ _ -- - ..� _- -- _._- SHEET 8. __ _.__ �.} ` - TO BE INSTALLED UPON DEVEIO o 350 R. --►'" G'fiTAOH/C SCALE - v , �-, FORCE MAiN r , , EX. 8" C.1. ��/�. JJv �, _ . __ r - SIGff B TINGE zo �o o Zo 4 IIIIIIIIIIII ,l `� �1 (APPROX. LOCATION) -_- _ Ft r0 g Avg /N FEET •/ �I - __... _ - _ I 248 1 inch = 20 ft. `5 INV.=704.45 ROUTE 164 4 1 REVISED PER V.D.O.T. COMMENTS 02109104 JDS 3 REVISED PER COUNTY & F.C.S.A. COMMENTS DID. 12/4/03. 12122105 JLC 2 REVISED PER FIRE MARSHAL L COMMENT. 1214103 RAM 1 REVISED SEWER SERVVCE TO BLDG. 11124103 AC NO. DESCRIPTION DATE I REVS'D I REVW'D I APRV'D I DATE ��01019 PAS H Ofi L o i ` c) �....: - N LD A. MISLOWSKY, . Z 0 N0. 020674 v 3 7s1j o, I � I 7 G�l gilbert w. clifford & associates a division of Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE SITE DEVELOPMENT PLAN AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CTYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1-20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. • 2 OF 8 INV Mj \ \ EX. ASPHALT 1 CL 1 RIPRAP REQUIRED SEE DETAIL SHEET 8. STREAM CROSSING SEE DETAIL SHEET 8. (70$.43) 1KjV. �(,708.21) { ' + 41NV (708:)1) ,. t CHAIN LINK FENCE- - 1, F\, EX. CONCRETE I TRUCK TRAILER PARK NG EX. CONC 0' ,•+ a r PAD r . - , 6 INV. //7.1�.87 1,. ) i 4 Nye' .F FRAME SHED 'RAi0 STORY B OCK � I � STONE BtliL {NG ` .„., - - -- __._• 1 � 25'_BRL `_I F.F.• w? i I . f 1 - -- - __ w_0 -. \,, -•-y ....-...._ --- - .. - 12 � E I L..� J 1 I��� . EX. BLOCK .A�'�IL i WALL) - EX. CONC. PAD Ar 1 EX CONC PAD' METAL RAILING W/ FILL CAP `" rt EX. GRAVEL • le, ,`:. j � (APPROX• 1 hUq"1.ti n`" ,./., �� ? ,.•,,. "•- /' "- ,.__? EX. CONC. SAD W/ GAS U /TC715,70 EX. GRAVEL / ` END NEW PA MATCH EXISTING DRIVEW LOCATION ;uN t c t RFCD ::; ).32 -- - -, ' - RFCD SF , AND GRADE Sr SF �� ,5.42 5,62 � 1 _ r' ii -20 SANITARY SEWER EASEMENT -\ / - 25' BF TC7t4.90 f /� C� - I _ / - i iW CONNECTION TO EXISTING BOX ! �^' ' `e i' IV _ _:` ~`/ \\��\�G > j//' ,•, o CULVERT AT LEE AVENUE TO BESr ' 1 DESIGNED WITH PLANNING FOR ` LOTS 42 t W ,` `�' AND 45. PHASE.2 r \ %' ® SF , F EN EXISTING - - - UV10 G CHANNEL - - \ ` � r /� a I W GRADE DITCH 8 FT T C1715.35 / -- \ N_ " T 4.85 + o TRAPEZOIDAL SECTION C 714.65 _ I -�` 11 2:1 SIDE SLOPES _ , - -- _.... __ f� ✓j 1 \ / EX 1 W / ,\;> Ott i:,�I. ; ' - _ '! ' •% .%' f I � PRO AIDE UND ELEC •:C 715 0 5- I RIP RAP CHANNEL PROTECTION __ L6,t10 �. -�- - _ ---- - - G 1 , �.. _ A1, 5'W., 5 L m T C 7 5.J5 _ _ EX. GRAVEL C�- (TYPICAL OF THREE) 's THREE STORY OFFICE- CL = {., V'\• PZ 7 , cn T c 713.05 W �� t1",; :� IA ,.�LDG: HG�T.=35 FT. \ 10 FT WIDE EC-2 �17' cLEC.r R' ,`z - I P 'r '` \ \'"/ /\ /�,'`' REQUIRED OVER LENGTHa, F.F. - 716.00 CONC. WATER r n' N GROUND i OF CHANNEL - --- / ' METER VAULT <,,"-I._._._ _, �._ .._ C , ;� , �'' !.; C 716.1 {{ �. , - .PROPOSED UIIfOE'R w I ;. _ TELEPHONE W I r : f ONIE STORY Cn Q 1 S10EWALK: ,'y N q* I : . , T 713.30 : T :C 714.80 : � I. r ter• _ \: - AGc ti , r.I `=�'12.� { P T C 713.10I W J , ;2; - END NEW PAVEMENT• MATCH EX. I f P- - LL, y _ • - W' Z ? cN. ) i }`J ,"' DRIVEWAY LOCATION do GRADE. H f,, 7 C 715.00 LAJ Q 7 _ W Q .. "' l: 1 hti • NC. RAMP t ati. , vz._. __...-._d - .' _ v a o .- + B �� 71 .85 BRL Wco - BG \, j - ° W ! 9 EX. ASPHALT C �14 s J EX.COt ', t - le. 35' BRI. -- -- - J. -- �:` ,�\ --•--? > 5 V ,� a { X �W ; a' ry _-_• - ,'i , E(,� V ,k ' T • , , ff ' t•? I' V, T C 713.75 GRATE (708.36) I! co > 1 IP li 1 3 ; T- T _ T . INV.=707.06 fl „� { I t _ w �^ 1 1 i fi' ci i r 15,20 EX. CON C \ y S I _ �;':r �� C2 ' EX. METAL CANOPY `, / t 1 - (I C3 ` I zs 1 1 t = i U s END SECTIONS PROVIDED IN t ( I 1 R _...- ;, _ t` 714 r 1 �,` � - r � ,, ; PHASE ONE TO BE r,'.` REMOVED IN PHASE TWO. D , 1 _ a� REQUIRED s ; rsf Nc PAD °i co 49 FT SUPER SILT FENCE PROVIDE CHANNEL _ - - I T C 712.53 _tti ttitr -' C 71G 714TPROTEC4IO'WN..;-Ex. GRAVEL SEE DEAIL'SHT. 8 0 -......... -- (705.56 n P, „ .e1 H ,r GRATE (708. 5) E GRASS �� H��� 1 } s X ss ,R U r�E'n 4.c / 15 CMP `,� \INV.=706.6 , > __ -gBUR v ij-S- ' ,� } - N G P h` MATCH EXISTING PAVEMENT - •-••-••••• fvw) M AR _... ,u, i GRADE -..._.__ 3 - - ! x UNE AND. Ep Sf EEp LIMIT - 5 M-P.H;. pos PROVIDE EC-1 _ -- / _ AT EXISTING � �' '��� - - CULVERT INVERT. ---��,,,- _-- - - M1 x, 8°- c.t. FORCE s *, ON`E STOP`{ BLOCK F.f-.F, = 7 11.42 IP ' CL 1 4 LONG 6 WIDE ,^` 7t0 -=- - _ "- ""` (APPROX. LOCATIO �7i9,4PH/CSCALE �7 ET lO , N FE t I inch = 20 ft. , 4 ADDED EC-2 CHANNEL LINING & SUPER SILT FENCE 03131104 JDS 3 REVISED PER V.D.O.T. COMMENTS 02109104 JDS 2 REVISED PER COUNTY COMMENTS. 12122103 JLC 1 REVISED SEWER SERVICE TO BLDG. 11 24103 JLC NO. DESCRIPTION DATE I REVSED REVW'D I APRV'D DATE REVISION gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE GRADING & EROSION CONTROL PLAN -PROVIDE ANCHORED CONCRETE WHEEL STOPS IN PHASE 1. REMOVE UPON EXTENSION OF PARKING AREA OUTLET PROTECTION C7 EC-1 REQUIRED CL Al L=B, W=6' C1 EC-1 REQUIRED CL Al L=10; W=8' Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 2 708.60 706.10 100 15 2.50 CPP 3 709.20 708.80 55 15 0.75 CPP 4 711.50 709.40 109 15 1.92 CPP 5 713.50 711.70 61 15 2.97 CPP 6 712.00 709.40 31 15 10.18 CPP 7 707.20 706.25 45 15 2.08 CPP 8 713.50 707.40 155 15 3.95 CPP PROJECT AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA LEGEND EXISTING STORM DRAINAGE & STRUCTURE - - - - - - - 0 PROPOSED STORM DRAINAGE &STRUCTURE ' -' - PROPOSED CURB do GUTTER .................. ... DRAINAGE FLOW ------------- ------------- EXISTING GRADE - - - - - - - - - - - - - - PROPOSED GRADE - - . - - - • . - - - - - - - - - - PROPOSED EASEMENT AREA ....................... - - PROPOSED SILT FENCE . .. .... ..... ....... .. Sr CONSTRUCTION ENTRANCE - ----------------------- RIP RAP CHANNEL LINING ......................... SILT FENCE INLET PROTECTION ... ..•......... .. IP SILT FENCE OUTLET PROTECTION - - - - - - - - - - - - ROCK FILLED CHECK DAM ....................... RFCD TEMPORARY DIVERSION DITCH - - - - - - - - - - - - - DD DD Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. Str. No. Inv. In Inv. Out Inv. In. Top EI►. Type Throat I -- 706.10 -- -- End Sect. -- 2 708.80 708.60 -- 713.50 DI - 3B 4 3 709.40 709.20 709.40 714.10 DI - 1 -- 4 711.70 711.50 -- 714.10 DI - 1 -- 5 -- 713.50 -- -- End Sect. -- 6 -- 712.00 -- -- End Sect. -- 7 707.40 707.20 -- 709.90 DI - 1 -- 8 -- 713.50 -- -- End Sect. -- Cr rn CTYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1-20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. . 3 OF 8 EX. CONCRETE TRUCK TRAILER PARKING w 3 H 2 - 2 2 ! I J I I LANDSCAPE SCREEN J, a ' 30 PLANTS REQUIRED x I o 10 [EYLAND CYPRESS 10 EASTERN REDBUD Ex. 12" w/M 10 EASTERN RED CEDAR ` MIN. 48' HEIGHT AT PLANTING L 4 , f � m _4 I CONC. WATER`_ _ METER VAULT !- I 0 t , '4 Z -' I ` I EX. CONC. RAYP Y a 1 I W m i) , W . _Wj EX.CONC j EX. ASPHALT �.r - ,/' MLP 1 / m GRATE (708.36) i INV.=707,06 l\ � _ EX. METAL EX. CONC I + CANOPY !I ' I; t NA1)� L i CONC. P I t i GRATE `(708.35) EX. GRASS 15" CMP f/ ; INV.=706.65If ' s. 2 REVISED PER V.D.O.T. COMMENTS. 02/09/04 JDS 1 REVISED PER PLANNING COMMENTS, 12/22/03 JLC NO. DESCRIPTION DATE REVS'D REMD APRV'D DATE REVISION INV. (712.48) �f� �jw (711.46) N. (710.02) %INV. (710.80) UNF_ STORY PPF- �E N ��N1-0N� EX. C0NCRETE TRUCK TRAILER PARKING Q Q+ a t INV. (712.87) / / r INVo (705,56) oc G - ��.- .. ._ - __ -- - - -�._• ._ ' - U.S. RO>llTE 11 MARTINSBV RG PIKE --. INV=704.98 [tot - (80' R1V1I)`T M•P H --35 pOS7ED SPEED LtM - 1. 1 i 8 CA FORCE MAIN (APPROX. LOCATION) t 4 gilbert w. clifford & associates a division of Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE L 1 IF r- SftLl , 25' BRL I I EX. BLOCK WALL I E i EX. CHAIN LINK FENCE {{ _' LX. CUNC. NAU / FILLOAP W'—AD' co N I I EX. GRAVEL / �+ / W% CONC. PAD GAS PUMP //! 1 EX. GRAVEL / 25" BRL / \ Y , f "R,Y 7 STORY BI.0JCK �r S T Ojtr SIJI+)ING i .r.`-_. = 71 /.f)6 t` nr 12 5 S T I ME mt i I....._ .-__._ t 5' BRL / /� q0 --4ELEcf--- / E \ j/ 1� / 0 \ r ,\// - ----------- SET AT 3' ON CENTER µ GRAPH/CSCWE 20 10 0 20 40 (1NFFET) J inch = 20 ft. LIGHTING, LANDSCAPING and PHASING PLAN PROJECT AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 16 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED s* O. RCEMExr RE 0 I TO PREVENT LIGHT SPILLAGE s '-Oc. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBUWt SEAAII.ESS SHAfT LIGHT POLE 1' TOGO EDGES LIGHT POLE BASE HAND RUB FINISH ON WTTH COVER PLATE SURFACE OF CONCRETE AND Fill IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETENONSHMNK LOAD SURFACE& PAINT fl BEI ING GROUT YELLOW ADM GRADE ANCHOR BOLTS FURMSHm SIZE 3._O. WITH LIGHT POI.E BOLT FACE OF CURB I GRADE r1;�' PROJECTION AND DOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. t • 1 �` l'-6' b CONCRETE BASE 13 STEEL RfBI"(IIC" _ 1 TES A 1-0 O.C. I METALLIC CONDUIT AT 7-6' 16 S1EEL REINFORCEMENT�// /— BELOW GRADE TO PANEL BARS NOTE: ALL UNDERGROUND WIRING TO BE IN METAL M CONDUIT • No ELBOW ' -6. NOT TO SCALE LIGHT POLE FOUNDATION DETAIL Pine codominate leaders Pone rubbing or 1 crass branches DO NOT stake or wrap hA unless ray Remove an tops and labels Cut away an bating ropes ,move top of wire basket — Ten NOT Men terminal leader or brooch tips Prune narrow crotch angles and water spouts Pone broken branches Prune suckers 2'-3' mukh kept away from trunk Sal well to contain water bGcW1 sod kn and score hole wail Partially baccfill, water to settle sal, finish bockfilling 2enwoe container and cut circling kea for water drainage � sand sal pedesid - do 'opts if container —grow, or as much not dig deeper thm bag depth wrfap as possible if fiekf grown Dig hole 2-3 Limes root bag width >� PLUM mm PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL. 0 6' HIGH AS SHOWN 8 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 8 EASTERN RED CEDAR 48' HIGH AS SHOWN 10 LEYLAND CYPRESS 48' HIGH AS SHOWN 10 EASTERN REDBUD 48' HIGH AS SHOWN 10 HETZ HOLLY 3 GAL CONTARO 3' O.C. 50 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6° OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. CIYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1 —20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. • 4 OF 8 LEE AVENUE VA. SEC. RTE. 764 710 705 DATUM ELEV 695.00 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 2 REVISED PER V.D.O.T. COMMENTS. 02/09/041 JDS 1 REVISED PER F.C.S.A. COMMENTS DTD. 12/04/03. 12/22/03 JLC NO. DESCRIPTION DATE REUSED REMD APRV'D DATE REVISION gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 R+A PH Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE SECTIONS and PROFILES OR,4P///CSCALE 20 10 O 20 40 ( /N FEET 1 inch = 20 ft. PROJECT AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1 —19-03 CHECKED SCALE R.A.M. SCALE DRAWING SHEET FILE NO. 5 OF 8 7 7 7 7c DATUM ELEV 700.00 Culvert Summary Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. Culvert Inv. In Inv. Out L (ft) D(in.) S(Z) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat 1 -- 706.10 -- -- End Sect. -- 2 708.60 706.10 100 15 2.50 CPP 2 708.80 708.60 -- 713.50 01 - 3B 4 3 709.20 708.80 55 15 0.73 CPP 3 709.40 709.20 709.40 714.10 DI - 1 -- 4 711.50 709.40 109 15 1.92 CPP 4 711.70 711.50 -- 714.10 DI - 1 -- 5 713.50 711.70 61 15 2.97 CPP 5 -- 713.50 -- -- End Sect. -- 6 712.00 709.40 31 15 10.18 CPP 6 -- 712.00 -- -- End Sect. -- 7 707.20 706.25 45 15 2.08 CPP 7 707.40 707.20 -- 709.90 DI - 1 -- 8 713.50 707.40 155 15 3.95 CPP 8 -- 713.50 -- -- End Sect. -- 0+00 0+50 1+00 1+50 2+00 2 REVISED PER V.D.O.T. COMMENTS. 02/09/041 JDS 1 REVISED CULVERT PRORLES. 12122103 JLC NO. DESCRIPTION DATE REVS'D REVW'D APRV'D DATE REVISION 720 715 710 w 7, 7 1 1 DATUM ELEP 700.00 0WHIC -MALE 20 10' 0' 20' 40' I I I I I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 PH R+A 1 T 540.667.2139 F 540.665.0493 TITLE STORM SEWER PROFILES AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 720 �e a�o� hQ aoohhs 715 J 1 I 7101 J 4Jv LVER LqI n CTYN 0 DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1-20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. • 6 OF 8 I , y 3 I o- 2O Ff. WATER r.crunrr V z! U.S, RO UTE 11 MA�RTINSEURG PIKE (80' R11N) 35 POSTED SPEED LIM T - 720 :AND VALVE*METER TO BE UPGRADED TO —' CURRENT CITY OF WINCHESTER SPECIFICATION SEE DETAIL SHEET 8. 1-F.H. ASSEMBLY 0 1" / 715 DATUM ELEV 705.00 0+00 0+50 1+00 3 REVISED PER V.D.O.T. COMMENTS. 02/09/04 JDS 2 REVISED PER F.C.S.A. COMMENTS DID. 12104103. 1212210J AC I REVISED SEWER SERVICE TO BLDG. 11124103 AC NO. DESCRIPTION DATE REVSED REVW'D APRV'D DATE REVISION 'OSED DING 716,00 REPAVE TO 1 -1/2 TIMES ORIGINAL THICKNESS 25' EACH SIDE OF TRENCH. ...... \ 18"/\\/ (}' O D. 8» \\ \° MADE AT THEBTIME OF R£P!/9CEM£NT \� /\ V. D.O.T. 21 A (FULL EPrH ��� '' '. - ~' -- . •' .. STONEDCRUSHED TYP/CAL J STONE AGGREGATE NOT TO SCALE PA VEMENT REPLACEMENT DETAIL GRAPHIC ,SCA E 20' 70' 0' 20' 40' I INCH = 20 FTr HORIZr I /NCH = 2 FT. VERT. AT THE UTILITY CROSSINGS OF RTE. 617, NOT OVER ONE—HALF OF THE ROADWAY WIDTH SHALL BE DISTURBED AT ONE TIME; THE FIRST OPENING SHALL BE COMPLETELY RESTORED TO SATISFACTORY, TRAVELABLE CONDITION BEFORE THE SECOND HALF CAN BE OPENED. THE PERMITTEE SHALL MILL AND RESTORE ALL (ASPHALT) CONCRETE ROADWAY, AND RESURFACE ALL OTHER ROADWAY WITH LIKE MATERIAL THAT IS EXISTING FOR A DISTANCE OF 25 FEET ON EACH SIDE OF DISTURBED AREA FROM EDGE —OF —PAVEMENT TO EDGE —OF —PAVEMENT. WHENEVER THE PAVEMENT IS PERMITTED TO BE CUT, THE PROVISIONS OF MP-71 SHALL BE ADHERED TO. WHERE THE PAVEMENT IS DISTURBED OR DEEMED WEAKENED, IN ITS ENTIRETY OR SUCH PORTIONS OF IT AS DEEMED DESIRABLE BY THE DEPARTMENT, IT SHALL BE RESTORED OR REPLACED IN A MANNER WHICH IS SATISFACTORY TO THE DEPARTMENT'S ENGINEER OR HIS/HER REPRESENTATIVE. gilbert w. clifford & associates a division of Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 i' f � } � 1 I � r ISMH _ TOP=710.32 " — IN=705.62 OUT=705.42 I EX. ASPHALT } CORE DRILL NEW INVERT AT 706.10 YPROVIDE KOR-N-SEAL ADAPTOR . CL 1 RIPRAP REQUIRED SEE DETAIL SHEET 8. . STREAM CROSSING SEE DETAIL SHEET 8. -ROAD CROSSING BY OPEN CUT 43 METHOD. SEE DETAIL SHEET O. 115'-8° 0.1. CLASS 52 SEWER 00.51 i I� o wj EX. _1 7� 71 7i A V1 TITLE I � 0 __ ��737 _ 20' SANITARY SEWER EASEMENT 4' SEWER LATERAL CONNECTION TO EXISTING BOX CULVERT AT LEE AVENUE TO BE DESIGNED WITH PLANNING FOR LOTS 42 AND 45. PHASE 2 WIDEN EXISTING CHANNEL GRADE DITCH 8 fT. BASE \ I 2TRAPEZOIDAL SEC71ON WITH :1 SIDE _j' 1+00 m, B I I ROP. FIAT TOP SEWER MH 1 - } f RIM=711.50 INVrIN=7OZ20 (6,3 (PRIVATE) ' END NEW EXISTING I AND GRAD, 4 J r S !!1 O ; k i 1 9� 715 C. 15' E } f f i w # N I '` } , ___ - EX. GRAVEL co A i W' -' co THREE STORY W2+00 3+00 12,750 S. F N w� �11fAX. BLD. HGH' Lrt T4(' . - i F.F. = 716.0( 0+00 0+50 1+00 1+50 2+00 2+50 3+00 WATER & SEWER PROFILES AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGI!NIA 710 105 CTYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1-20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. . 7 OF 8 STONE CONSTRUCTION ENTRANCE 70, MIN. EXISTING I Al ,3 PAVEMENT FILTER CLOTH 6. Ma N, A MOUNTABLE BERM SIDE ELEVATION EXISTING GROUND 70' MIN. --{- D VAiSIi2ACK 10' MIN. (OPTIONAL) . - t, 0' LAIN 12' MIN." r- EXISTING PAVEMENT T VDOT 01 I ~� POSITIVE DRAINAGE 10, MIN. COURSE AGGREGATE )) TO DIMENT T INGG DEVICE I " MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS N 1 A w1 VIF-W PLANVIEW OPERATION 12' MIN. 3' MIN. 3' MIN. FILTER CLOTH J SECTION A -A SOURCE: ADAPTED from UHAIN SPAUL SECTION B-B Sa'1 "ion and Sedm)o Cmfrd, and Va. DSWC PWte 3.02-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING M THE POSTS. TRENCH UPSLOPE ALONG THE UNE OF POSTS. YL0W III 3. ATTACH THE FILTER FABRIC TO THE WARE FENCE AND EXTEND IT INTO THE TRENCH. 4. RACKFILL AND COMPACT THE EXCAVATED SOIL. G a a .• • . F • ,a • i tI���I1t1 SILT FENCE CULVERT INLET PROTECTION 040WALL TDE of F1LLL I i'-- CULVERT �I I I I -- I----._-_.__._----------------..__. _.__._._.. 0 TOE OF FiLL 0 / Sill FENCE o/ • DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD DAMNKMENT FLOW OPTIONAL STONE COMBINATION FLOW - 2.5 VDOT A #357. A ON OR F57 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW iS EXPECTED SOUftM tad from 1Dlstallatlan of Stray and Fabric Filter BnTrlcEa for Sedima¢t CoalsoL Ff� 906-1 ADAPTED from VOOT StnlboTd SM•b and Val.DSMC 31rEe•i � tG-8 NOTES: 1. Y T1K TFN MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 Y CAST N PLACE, j 4000 P51 F PRECAST. - COYB.rA1ION CIR+B 1 CUTTER HAVING A RA)•15 Cf 30a (CET OR LESS tAL011G FACE OF qR8) 9fAL.L 9E PAD FOR AS RADIAL COYEINATION CURB L GUTTER. 4-FOR USE MTH S7AB112E0 OPEN-GRAOED DRAINAGE LAYER, 1HE BOTTOM OF THE GIRO AND GUTTER f BE CONSTRUCTED PARALLEL TO THE SLOPE OE SUBBASE COURSES AN PTN P 0 TO THE OE Of TIE AKKNT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED 510 YPH OR LESS ON RURAL H ICHWAYS AND 45 MPH OR ('..4".� 2•• R LESS IN DEVELOPED D URBAN L SII ARE AREAS. OF THESE DESIGN SPEEDS APE EXCEEJMAN OCO StANOAED CC•7 IS RfTARED. D a•• r T y-I• D '� D � C. 7. _---__--___ THE BOTTOM OF THE CURB NO CUTTER MAY BE CONSTRUCTED PARALLEL TO TIE SLOPE OF SUBBASE OUR PROVIDED A YAWN DEPTH Of 7- Alas AREA MAY CI CONCRETEIS VIWTAKO. ATTIC (PTtOV CIF THE TIE CCNTRACTOR SPE.aF1CATM REFEREfCE COMBINATION 6" CURB & GUTTER as 507 YIRCNA DEPARTMCNT OF TRANSPORTATION CITY OF WINCHESTER, VA /- 11H PA x 1O` xN DEPARTMENT OF PUBLIC UTILITIES!METER BOX Y PGUE° `E)E 3/4- COPPER _ .. .. 33/4B G - TYPICAL METER SETTING INCLUDES: 5/a' METER 5/8" X 3/4- METER SUPPLIED BY THE CI OF MNCHESTER YOKE NUT VALVE -FORD MODEL BAR4-n3w YOKE OUTLET VALVE - FORD MODEL HHCA"-323TV YULE BARS - FORD Y502 CORPORATION STOP - FORD 3/4- MODEL FBIOOO METER BOX COMER - X3ZT MD1 STANDARD PEMAGM MIT VICTIM BOX - 18'X30- HIGH DENSITY POLYETHYLENE 2' - 6" VARIES r r r v r r r r MUDT eat WTM FRNIE W r . y A COVER Z AA J Or 4 Nam MAIm FYP W lY•aaxTiurl � W WASS GLE METER VALVE Q AN WITH COPPER FITTING a DOURI.E Z 5 •' MEtTR rO1E CHECK VALVE o covvot) TYPE -K' .3 COPPER' TYPE "K' 7U&NG 3/4- COPPER TUBING 4' MIN, J57 STOPIE ~� 3/4- BRASS FIRM HI1NDb-TURNED COUPLING NUT tXaMPFD 3/4COPPER PIPE OUTLET WATER ARAM CORPORATION COCK ASSEW13LY DETAIL STANDARD TYPICAL RESIDENTIAL WATER SERVICE DATE: 9/01 NO. 5/8" x 3/4" WD- 1 SCALE: NONE 01-1 /> SECTION CAST ,RCN /1 SECTION STEEE NOTES r-r i H 1. DEPTH OF R4E <) TO BE SHOWN ON PLANS. L. I. d )0'-4'• ,O,V9 FOR DEPTH GREATER THAN O W. 5r NICN7D r-y .. h - to a <041 r�M <o0a A' 2. THE `PI OARED am THE N THE STANDARDS B BBE A --- A MA UREDF R ON THE VEAis WILL E T T TF MEASURED FROM I[ NrvER OF THE 11J ALL T THE r a r STRUCTURE. T c POPE o TOP E Ruc MA 1 j i ells xv. {� * IRON STEEL Ox .tided RAN SIT ATING 0N5 ARE APPROXIMATE ONLY L -J ( lY THE ACTUAL HE t OR ES SITUATING %Rs'(15E5 AND 66 ± I jO'- OMEN4b6 SMALL HE DETERMINED BY THE 13.6 Da CONTRACTOR TROY FEUD CONTT-0115. ��q hd•'d^E WeN a 3. MEN SPECIFIED ON THE MANS THE NKRT 15 ---- Lqa o•te<t c ta• TO HE 91AF+f0 N ACCORDANCE ir17N STNIOARO 10 <aav Is -I. THE COST of FUFM9&iG 00 PUikC Ml a YATIRALS NCOENTN, TO THE SHAA•NG S /0 OE 'TfJ- YCLIOED N THEf)O PRICE FOR tHH STRVCil1RE. g/)" l�qt� R /i • a• a. N THE EVENT THE AVERT OF THE WIFALL Stud stlea, PIPE IS HIGHER THAN THE BOTTOM Oi THE S Tt Ft}�T� NV RT OF THE Si T <., <oroN<taf SHALL JE Y1APlio MTN ctwNr MORTAR 0 tI 1' ,sl/1 I IN VC STRUCSTANDITURE. d2 POHOING COST OF WATER PLAN I--'r'--'1 N FIE srRUCALL iK COST X FAL To AND PLA2NG ALL TOTEPISE14 INC)OEHTN, TO (C/ale Rem4I.e1 NLCT sNAPNf. ra TU 8E PICLf/0E0 N THE BD ��`It � P(ifi FGt (FE SiRUCTIFf. N H.=AJ.i SECTION B-B S. STEM ME TO BE PROVIDED WHEN H 4 4'-0' OR CHEATER, Fort CCIALS SEE STANDARD ST-t DIMENSIONS FOR COLLAR DETAIL 6, THIS 1rEM MAY BC PRECAST OR CAST-14-PLACE. CAST NON ONLY ]. • a X 8' SMOOTH DOWELS AT APPROXIMATELY To C-C TO BE PLACID N ALL AREAS ADJACENT 4. 2' D TO AI)U111NG CONCRETE' TO PREHEAT �T••� �27?'� Irarawo•• LwU -61.._�...I SETTLEMENT. N LEU OF 0 RIE A 2'•X4- T••- --T r Tan.ter I -_,- I - NOTCH WAY BE LICAH TTE SEE Sr/AaDNtO 1 1 IM-- --II I NOTCH.. FOR NPROVO n DESIGN. weP Me . $$ ,0 • s. rlP1. B 8. 3' 01AAErER WEEP HOLE WITH IYXIr PLASTIC nn n STEEL E CLOTH /i IaESM AM TER0GALVANIZED ti E U ��o STEEL W4 MESH HA DWVPWWA CLOTH 0.03- 7� eM D Co4or +•4' de DlIT Ayq,. U NLRAffR A MESH NMOwME CLOTH NK1gI:ED yy g , •68,.76 a C (1C� FLAKY TO THE OUTSIDE OF THE sTR11GTlFE. EE - E 12.. ►8 . 6' r'u �n�������D�n���� J'P 9. CAST N PLACE CONCRETE 5 TO BE CLASS A3 nn o:1 R•-15"'t8- a 21• ,1,111�Q low P�9.>. PRECAST CONCREtE S TO 8E lu'�Jf,�JI 10. ANY ALTEPoUTE IEIRODS OF ANCHORAGE 0 - • 6 T}('- L AT BE SUBSTIW. THE IUTED''FCN THE CAST BOMOF THE B • D -L LI AS SNOwN "FRED.. SECTION A -A a�r FFF# ice`- D ' CONCRETE QUANTITIES FOR ON. DEPTH Y-14 - --• tIz 17' cR :: PO. • 1.440 Cu. ray_ C-rele SECTION C-C SECTION D-D 15, <mHCN N• PIDe - 1528 Cu. Yde Cd ind IB• <onc,.ta PIP. - 1,620 CV. Vds Concr.te 24- cenu.t. Poe - 1.817 Cu. Yd., Cawete GRATE DETAIL AM 0;46g Cu. Yet. TV aE6tiand toot O'ne,tn APPROYROATE WE,GNT C-t .an Got. X63 t is e. STANDARD DROP INLET 'A 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 Aa Ot VIRGNIA OEPARTMENT OF TRANSPORTATION 302 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL K TRAFFIC MODEL RESTRAMS SHAH BE BY MEQA-LUG FLANGES 4 - 1/2- STREMIER NOZZLE SMALL FACE THE ROADWAY �II O zL� WINCHESTER APPROVED RAE HYDRANT 18' Sq - 4' TT'tlCN 2 MIN. CONCRETE PAD REQUIRED 5- MAX. L IN UNPAVED AREAS rrr r I r r r r r.r _ TOT Z SCREW TYPE ADJUSTA13E 7 CU. FT. MVALVE 80X IN. /57 STONE LO r7 .....°- .....• ..•._._._._ i- GATE VALVE aIT 14' •Y :�Y :2SY`2•j'•'�:`eC Dom BLOW ^>^�%^:>.•:•°.•.•°.%o°O oo,2peova. FITDRATf TEE BOND RRFJ1)C172 ONE DYER /IS FELT i8' STANDARD FIRE HYDRANT INSTALLATION DATE: 9/O1 DETAIL NO. SCALE: NONE WD- 8 4 ADDED SUPER SILT FENCE DETAIL 3/31/041 LIDS 3 REVISED PER V.D.O.T. COMMENTS. 02/09/04 JDS 2 REVISED PER F.C.S.A. COMMENTS DTD. 1214103, 12122103 JLC 1 ADDED F.CSA. FIGURE 4 DETAIL. 11124103 JLC NO. DESCRIPTION DATE REVS'D REVW'D APRV'D DATE REVISION 1 RIPRAP GRAVEL CURB INLET SEDIMENT FILTER �1 GRAVEL FILTER* 12^ RUNOFF WATER WIRE MESH FILTERED WATER 0Timm . _. SEDIMENT �1111 - `'• a•, a - CONCRETE GUTTER F1 FT CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION M APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT 0, #357 OR 5 COARSE AGGREGATE. PLATE. 3.08-1 SOURCE: VA. DSWC O-3A}B.x EXPANSION HE s �• BARS . �IVP_11'gRAaT p� J SUBBASE R : d'ofg P a IRS F CLA SEE HOLE SEC . NOTE T PS' MOTE SSI a - e• SECTION A -A [WI1d:rED Cowl. JOINT■Rt s� 8�R iL-VNLABLE - MAY. 20' r I fl-B r 3 D r �T� a �-� A �dP TER I.A4 14 Al eh 0 _ 0.. _. ___ -__ •RAFLS F ARSE (y8 • BARS E WEEP 114E FRONT ELEVATION BARS F L T-B• elRs B =0--� (GRTER RCAgKDI y,- s I (s A R 5XI BEM xATE SECTION B-B °-._ r TYPE A MI OCTAL SMALL BE USED MTH CG.3 • CG-7 STAtAAROS • _ •: '/<• R ham/ Y�• TYPE B ROSE DETAIL SMALL BE USED WITH CG-2 STANDARDS TYPE A • iYFC B �• X 4-mo SWAB CONNECTOR NEIHrn GALVANIZED PLATE FOR TYPE A TO BE KNIT ON A4 AAK'Li E OF M-30' TO ANGLE fall AT 21`C. CONNECTORS AND is TO BE ANCHORED WTN '/i X 4• STUD SHEAR NOSE DETAILS SUOM TO SEW PLATE AT 2'C-C. APKR PAKHENT 01-3A ,-,� -r_ T-JB L p.3C L `. WARPED PAVEKNT 1--i ._____-_ i 1La>• I..-r3:'..) DJ OJ Oil DETAIL WHEN USED FtM USI ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYWATRCK SHUT Lof 2 STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) 8- 233 VRCNA OEPARTNHNT Or TRAN9"ORTATON 302 .11Ti y D M1.. M�.M w.rra...�.w.ra.ra.�ra.�.�.1 (� • � t•w�.� �.NUW.M.�MMM.(R. �,./.P•�..H aA� •,w.�AwAw��Aw •r CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: VALVE BOX MO BOOT SMALL BE (',Aa'T FG011 VALVE BOX CWE7t SHAD. BE MARKED 'WATER' VALVE TOP SMALL BE I'LUSH MTN FINISI" GRADE le X le CONCRETE PAD SMALL BE PLACED AROUND VALVE BOXES LOCATED CUTS" OF PAVEMENT AREAS VALVE BOX SHALL BE SCREW TYPE FOR ADJUSIMENF MECHANICAL JOINT FITTINGS AND PPE RESTRAINED DY USING MEGA -LUG RESTRAINING FLANGES STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 9/01 DETAIL N0. SCALE: NONE WD- 9 TOE REQUIREMENTS FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) GRANULAR FILTER PLATS 3.07-6 SOURCE: Adapted from VDOT Drainage Manual r IT �rA A' � 1 A � w • �•�'tr .SLIT+.` :•.Itr',��.1. `. f7�• _ - ��� .. pi� M; i_ a.A.aA••r.A • jam',-.iw.',•AW = r . ams • W ar'i. 'ail ' � r . - •. � .. •' li® i�a CA • r� H'i i •:'! %/' %i %/'4����%i I'/iG''i %i' Div 1,.1 1.j/%x /� Q�•Aga�OMaicomma •• gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540,667.2139 F 540.665.0493 TITLE I � top of manrob AL gratlo h pavertont (U065lFtless 4dT(VwLso dlrOc)od (top Uwll be set 24' minabove grade in easement yeas) Square Skid pad 6• ThkJt- 3W X 2' butyl_ L jointse;Vant _ 3M4 cooerele andier bolts (4 each) W max. a4us~t dogis (11• rne.J _al.ASTMC.150 4000 as, weteffi=1coa6rTg - Ior I6' l.S by Cgtsa-al _ 1 • nominal sire ITV 30 frrtyl Join. seawR applied - IxI joints and on or onor sido of iomts joints a,. to be Sealed VAN'O' Hng gasket I.D. _ pipe to maNide Carneelion to be 5 pipe to o show men channel to pwo Toe a 3' lY min. smooth haralif,on m O puL 4•.0' may. Ip all wnrwcltiom -\IW of berth -wall precast Irr.en or gout same Blau, as bottom to Corm than. 6 f. D,2 top of Alpo 7 ♦ r S 6'beddirig ifmYr-�.�,>. NOTES : 1. Manhole sections shall have an externalcoatingalcoating of approved PotyTnar film water proofing pap inst allation altaeon. 2. H adjustr lain! elava-,m B needs two III use Conerele ad)uStmert hngstiTh a eAwor COON of wafer proofing. 3. Final sk)pe adjustment of manhde hams may be by shims and norHs rk grout. 4. Skid padl to be placed around manholes located in shmilders of mods 5. FTat top Ca„Ong shell be used on Shall- mantolg (4 R. or less) 'RL^,IaIIaEMs. STANDARD MANHOLE Revised Fgure 12 Oct 20M MISCELLANEOUS DETAILS M.J. FITTINGS AND 0.1. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS WATER SEWER nt1d- r -Kin 6 it. VAde e pl,l' aS a roWned STREAM CROSSING Figure 4 Revised Oct 03 PLATE. 3.19-1 s REE 1 APPROACH I r V I S SAYE A••') SURFACM As YA.AK M R T A Anus o tTE s I I YAWN OH PI ANSI' C C ROADAY - - - - - - NRAdJS 10 BE AS 1 / RAPµ 018•IA7 SHOWN ON PLANS) CURB AND CUT ItR (ST'D. - CLASS A3 SOCWALK I ® I '�'I• IN C.S.) -- i aPTltylll 6- CONCRETE ., E XPANSK7N JON1 ---- I ----_ EYPANSON JONI $' SECTION C-C RDIE: WIDTH -B- 2'-D- OR AS VY MANIAC ROADWAY 9Awn ON TYPICAL SECTION. A -I PLAN VIEW M CONSTRUCT GRAM CHAWAS WITH A PARABOLIC CURVE. ®wHEN THE ENTRANCE RAD•CA?#*l ACCOMMODATE TIE TURHHG REOUMENENTS OF ANTICIPATED HEAVY 17 PAR1R(1LIC CORK TRVCR IAUfFCwiTHE DEPTH FOR SIKWAUI R CURB RAMPS I N K LMTS Or OE R"SMOU.D BE EDGE OF SHOULDER OR B MAY. D NCREASCo TO 7^. OPIKINAL FEOW LIK CHANCE D _ wHIEN ST'O. CG-11 IS USED FOR ENTRANCES BUTT -------- W17N 1 T 4AfAK R0A0'•AY - -' - M CONMNC TION YUO PROJCC S, PLEASE p NOTE NNE FatOwNc SLOPE CHANGE •X)K MAIILK PAVEMENT 90CL BE CONSTRUCTED 40'W FOR STREET D 5'lAN 1 O 7HE 1RIO LANE ICXCEPT ANY ILTHE OE STABILIZATION REIXAN FOR WA)aK O DE SRARIE FOR COMKRa PAVEMENT WHICH CAN RE 01RT fE0 N (NIRIIC( THE ENIRANCE.1 SECTION A - A ® RADIAL CURB OR COMBINATION CURB AHO CIA TER SMALL NOT O CONSTRUCTED GUIDELINES FOR GRADE CHANGED BEYOND THE R7W LLE EXCEPT FOR REPLACEMENT PURPOSES. WHEN USED N CONJUNCTION MTN STANDARD ENTRANCE VOLUME p[ytABIE YAXMAI CO-3 OR CG'T, THE CWB FACE ON /N$ S IAAOArp ,s 10 BE AOJI 10 MATCH THE YOUMIASLC CURB CONFIGURATION. HIGH IMORE IMAi m00 VPD) 0 1 3 1 _ KDOUM 1500-1500 VPD) 53 % 6 1 OC BE I UISED MWD IN IRS -12 OSTADARD.CURB ATNA+OEW,N WOW rU[SS 711M 500 VPO) 3 6 1 e 1 TION OF X DWARiNE�SAGTRCO 10 PROVOEWHEN R�PD9trK DRANACE ACROSS THE ENTRA4CE. OPTIONAL FL(MI MAY REMV WARPING Of A PORIPON OF GUi TER To PRECLUDE PONONG OF WATER. sPEGs,cA,HT. METHOD OF TREATMENT- RECiFr 1 C CONNECTION FOR STREET INTERSECTIONS sot AND COMMERCIAL ENTRANCES REM. 7/01 -- VWCM DEPARTMENT OF IRAASP'ORTATIO19 SDR 35 spigot SDR 35 spigot by R by gasketed SDR 21 gaSkotod bell 45' bend bell adapter (see note) 1 SOR 35 B'x4' gaskrtcd bell wye (sea role) SDR 21 gaskered Pipo aui 5tl;ngs SCH 40 sovent• weld cap Prop" Eno W.'Toa monitor I ,tons hrat[d 2k d' with. tan W p Irrod green 4• pipo at 2.00% mminum Lyade Note: It top of main Is greater than 15 ft deep use heavy all SDR 35 - eoreroto t(ado it top 01 .1. is great, Than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 15 T finished sdo 17. VALCO, Inc Opp Fig, No, 71 ROT. V,nlh lid marked vQv ':HEWER bottom IIXian- ef ho. Son 35 gasketed bell VVial sanitary (soonoI "a""man SDR 21- Cast ir(N) C'ea "I Cap ""' brass pA must be RY horn the tap of the Strew we adjustab% Do. squaid cor.YoI. skid pad 20Y 20'x 6' deep call on GLlaroul rap vnlh Drays plrg twnrg a countersunk square hoad Paola Modol PA4SV4CSK (41 SDR 21-ciearaut pipe txlck base SOR 35 spigot try R 21 , Bled adapter SDR 35 gasketed 45' bard 'I- G'slone bedding NOTE :II top of sewn, main is greaser than 15' deep, then wyo Part bend to be heavy Wa l SOR-M. SEWER CLEANOUT Flgwe 17A SUPER SILT FENCE NOTE. FENCE T SPACING ENC POST SHALL NOT EXCEED 10' 0' MAX I t'NM CE NT R T LATER E 0 CIE ' MINIMUM GROUND SURFACE // FLOV J 36' MINIMUM FLOW 21le DIAMETER GALVANIZED CHAIN LINK FENCE OR ALUMINUM WITH I LAYER OF 8' MINIMUM POSTS FILTER CLOTH CHAIN LINK FENCING FLOW -_______.LLLTER CLOTH 34' MINIMUM 16' MIN 1ST LAYER OF FILTER CLOTH" EMBED FILTER CLOTH 8' MINIMITI INTO GROUND HIF MULTIPLE LAYERS ARE STANDARD SYMB(% REQUIRED TO ATTAIN 42' SSF Construction Spec if scat Ions 1. Fencing Shall be 42' In height and constructed In accordance with the latest MIT Details for Chat- Link Fanctng 2. Chain link Fence shall be fastened securely to the Fence posts with wire ties. The tower tension wire, brace and truss rods, drive anchors and post caps are not required except on the ends of the fence. 3. Filter cloth shall be fastened securely to the chain link Fence with ties spaced every 24' at the top and mid section. 4. Filter cloth shall be embedded a minimum of 8' into the ground. 5. When two sections of filter cloth adjoin each other, they shall be overtopped by 6' and folded. 6. Maintenance shall be performed as needed and slit buildups removed when 'bulges' develop in the silt fence, or when slit reaches 507 of Fence height 7. Fitter cloth shall be fastened securely to each fence post with wire ties or staples 11 top and mid section and shalt meet the following requirements for Geotextlte Class F, Tensile Strength 50 lbs/in (Pin.) Test, MSMT 509 Tensile Modutus 20 lbs/in (min.) Test- MSMT 509 Flow Rate 0. 3 got/ftl/n mute Cnax.) Test- MSMT 322 Filter ing Effic lency 757.(min.) Test- MSMT 322 INSERTABLE SHEET A59 �•# A •r WOW STD. CG-3 ON4••p- CG'7 is USED. T" STD. Ca-2 • S- OR CO.6 #-1 MAC. MVI MAX. 4 - 2E I 03 DOWELS, B- LOW • it c-C SECTION A -A OPE 01 MA)MM p Tr10.IC B B •SE TION B-8 _ J rRUECATEO OOYFS A 4'3(RYK tMblf 1AR Y Y y A OIl1 OI K WAY SPIALL �J `Fin uo =O O_ V in V TANGENT PLAN ' �OSSWA(,K R 1 n C� 7YPICAI PLACEAIiI�'ENT CROSSWALK TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK T ♦ TYPta A (PaEEN01 t�) APPLICAMN (WITH BUFFER STRIP) GN ALTERATIONS s „w°E lKOUVKC A TF ar wM rE.air sT LEATD N • a" aW "arm COFenmtme FEET FOR AL•rEMTION& 1 OCTdb" TO K CLASS A•3 COMMYI (CLASS A•• F PKCABT) III SLIP RESISTANT NTECHI OI/L STIR /HE FULL ROOM OR THE RANI POOR BY 2 FOOT M LENGTH IN M DKCTK3N OF TRAVEL. �T 1. WTC" WITH THE rN1KATEp 004 DITICTNLC WAMM MAY •E Q= WITH M APPROVAL 2. THE KTECTNU WAWAC 94AL K PROVOFD BY TRfCATED OMM TRUNDAIED DOMES TO K STAMM IF TRUNCATED- DOME CC�OHt TVJGTMM COCOLORR�VKTA THE MADJACE RT 9AVpASMACtas IAADLaCrNi SWATHE KUXSii�L'ILLE LOOU r�O �s'AL �l BE A D 3'CbbY i�fL(1pR J1�SONRTIIEMwTT�H IElip,%;O1�BARS, Mb•0.RNCAIpLOY�(R�rt. RAMPpFLOOR OR V 11JF0 PTAK9lC 2%, C-C TRUJMCJUTEO 001E 4. F RAW Afl K CABT N RAX MT 1 E'LKEY 17 1 11I fL0011. PKCASTIl �nJIM'O �S A-4. pU1� yRS /I� TQ j R 8- PLACED 7 CEWE* 7Q (�(F[� TM / as O O O O O 0 0 0 O S' n0011,Y0,VI aF RMO RO(Il. 1MEM COMCRf TE COVER /R j . j11OE p S 01 THE RIM" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R pMApM AO CFTTER SLOPE TRAPOUTIOPM ADJACENT TO CLM RAILS ARE 04MIMO 14 PAYMENT _ 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 FOR CUUPOL CL M" Walt TE OL. 2ii C C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 7 wmmt0 A),EISM 70 iM, FK SIMQNME G 6 CIIM FACE ON TIES sTATOMO K 0 0 0 0 0 0 00 0 0 0 0 0 0 0 h B, CM ROMPS AM TO M LOCATED AS 90OW ON THE PLANS OR AS DKCItD BY M DMMW TWV ACE TO CLo 0 0 0 0 0 0 00 0 0 0 0 0 0 T Ai NRRp��CRTp6 K� AE ALCESSsIB T6E UTHM THE MM WAY A MGNWAY 0 0 0 0 0 0 00 0 0 00 0 0 0 i L RA1R1 P�NIj �CM[�rF�[RKSQSIMA A KT►q, a „ M M07 p�TEB pRp v[Np,( Sr0► may, (XgTIMG LIPMORFHp�Cl. FK trTdtMTg�' 0 0 0 0 0 0 00 0 0 0 00 0 IN ST �WALLq %C1KT1(�TRI� �HA�L� AALL11C MS OCM1EO A4 A CONUMA T �o) K 0 000 O 000 0 0 0 0000 �ORUED N� VStfl BY PERSONS will" Fr(pnLIAMIDITS JV 1W1L i RTRRTHI TWK OT=SVTN' RAMINAL Olt TAWQEMTW SECTIONS M1py THAT M 11M OPENING IS RACED PAY LLRT1{ D, I 'P�/� CdMTE SIDEWALK IS 4• TI•UL. WH(FF THE EWXMM RMCAMOT ACCORIOW7E THE TUBNG DETECT1) E WARNING NO 7-- AEWs or ANTI IPAPE HEAVY Taus TRA7 C THE COMCMIE AE7FAEH WITH SHOULD K DOWASM ro r. CG-12 DETECTABLE WARNING SURFACE WV.3AOLT TYPE A (PERPENDICULAR) APPLICATION 502 203.05 YMC1•A KP*tWPn OF TIRAPM WIAtt01 PROJECT AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA Cy DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1 -19-03 CHECKED SCALE R. A. M. SCALE DRAWING SHEET FILE NO. • 8 OF 8 r GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, s ecifications for all work to be in accordance with appepalicable Standards and Construction Specifications of Therginia Department of Transportation, Virginia Drtment of Health, Frederick County Sanitation Authority and the contract documents. 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contracTor shall exercise care in this work, so as to avoid damage to any utilities. Any damage shall be the contractors respponsibility. The contractor shaill notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-70 1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. Al grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2 1n size. Before a permanent meter is set, they require; 1) the frame and cover to be properfy aligned with its meter box and yoke bar, 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. 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. An application for service must be made and fees paid before work will begin. b. The Authority shall furnish and install all 5/8", 3/4", and 1" water services. g c. For 1 1/2 and 2"water services, the Authority shall make the tap and bring the piping to the roe line. n The contractor is to furnish and install the meter vault p p rtyto au t assembly. The Authority will install the meter. d. The Authority will Install all sewer lateral s. 6. When an existing xlstln water main ' Is typed for the installation I n of a new line: a. The Authority shall furnish all plabor and materials to make the top. b. The developer contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is completed. 7. The contractor shall tie-in a new lie to an existing manhole by core drilling the manhole. 8. An water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. VIRGINiA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construct) shall on hal comply with the latest U.S. Department of Labor Occupational Safety &Health Administration and VOSH Rules & Regulations. 3. When working on VDOT ri ht-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of Al's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyFeld revision will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must 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. 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Vrginia Erosion & Sediment Control Handbook, Sec 3.02. 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 Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12. An unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to privote labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance byy VDOT of any streets, any required street signsge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Units and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control p. 21. Approval of these plans shall expire three �35Tyears from the date of the approval letter. 22. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. rr Stonewall Magisterial Districtct F,redenck County, Virginia TMP 54-A-20) 20AI 44 AND Zoned: M-1 B-3 Proposed Use: Office \n � ' �%�• �___� ,` /��� .- to 1' J l t I� f r '\ 1 1 1 r ( V 5 ,r' o' t O O •mac % its c�!) ; ��•� t ,'r,.•: / � } L�i��� •-.C.;-..-�--~' F f, • :;f�?y% i // •'�r . � � 4�+ �( � `� `• � ! ' J , /j , :ram t1 t `�_ } • �.J" ;-�- . / \ \ rAR71 y i _ 1 1 / fJ/J Ir 1 770/ Al F i•! rF 71 / r Vicinitv Map Scale 1 "= 300' EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivl' n has been constructed in accordance with the approved Ian. PP P c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress, 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Propetic Identification ]tiumhrr 54-A-21, g4-A20.-% $d-A-2()& 5 A 22 Stonewnll Magisterial District AlXEN-S PROPERI v ROU1 F,11 NOR 11 Prctiminair . t., tiers c'ursciant to ,S cYinn 15.2= '!!?6 t,_Sey., o`the code of Virginia, 1950, as amended; and the provisions of d,c l rcdtrick C nnnry Zoning 01dttsince nrirh rests ct to coudiliunal tremning, the undersiencd applicant . . era that it the . (event, tl:c Board of 5uneniso- �snPFmdcrick C'uunt!;, �,,trsnnia, shall app:t-we ' T.czonin}; r1pplicannn t,.{ or the t>rzonittl; of 1.39 acres from the Light Industrial M-I; and ?3usiness 1 General (r... t i :o o lltd.sina' " . fransitinn i ii-:i �c p ' j. 1>v c.npmcm ut t.t., subject rr.�p:;rty sh.J� be done in coil.ormity with the lcrtns and conditions st forth berm, except to the aNteut dial such terms and c e t , c ed�i c. u r. un.: ma} he .,.h.rquanliy amended or rtvis,.d �y the. appliwant and such he approved by rite t l,aunde !3 to t. c 1 . r .t ..nLo it • •, t .°a l,'' n" . 15 t sour rdat cc t th tr r • c' nta lit r. to to v° N t c n K if a c.r that .uch rczomn is not gra_itcd, trier these profi`4T-x Shall [tc deemed withdrawn mrorl of no clfect whalsoever. These prof ens sba?I be binditrg upon the applicant end theit luo st=essor or ncsirms. Nlonc� emry contrilw6un Th, 1tndcrs:1encd, whn awns nc�. nUove described propery, 1,mtby %,nitu,tarill• p-oflets that ifrlta :mold of Supervisors for tha Count} of T'rederick, Virginia approves the retuning for tttc 1.=9 acres, Leith frontage alone U.S. S. Route I I in the Stone' w-11 Ma^isterad District of Frederick County, Virginia tiom k-1-I nd 3-2 to r3 1 Tits rro7etan• prorfef provides for S2,000.0:0 for F(edctick County hire and rescue mid Sl,GtirJ,tt} [or S,,,mtrs Office. Payrrtent s"tmsl be made at the lime of issuance of'building, [crtnit. parking [,cat A t0` clear plantne strip shall bts vrovided hetwenn the [1'.S. Route 1 1 right of way line rind tic park_igq lrtt limits to allow planting ofs'reei try and lacdwarlins. The corditinns pr-ot3cred above shall he binning upon the heirs, executors, iuimi!?isirators, assigns :end successors in interest of the Aprrlicant and (honer. In tt,c event the Frederick County Board o!' C, n a tie , . grant said rezoning nncf acct:l.ls these cnnditanns; tide proftcr,xt conditions shall apply do the lend rrzonccl to addawn to other requirements set tbrth in the Funie ick County C ode. 1'3Pt I or'Z LOCAL UTILITIES Frederick County Sanitation Authority (Sewer) P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre 1�oir@IC wowLair�i? �af� A� uerr�, R&v=ffWIy, PR rate: o 2. d STATE OF VIR AT LARGE G1iVIA, . MUM COUNTY, To-w& The forpgotpg.imu mtem Fuss adwowl4W before mo this --qof -,P'W b&W_ 2002, by-Wr4ftltri2/ t &Jfi gQ-S My Notary Pamic City of Winchester Dept. of Public Utilities (Water) 15 North Cameron Street Winchester, Virginia 22601 (540) 667-1815 P.O.C. Dale Lehnig Alleghany Power Adelphia Cable 3463 Valley Pike 1039 N. Frederick Pike Winchester, Virginia 22604 Winchester, Virginia 22601 (540) 722-5852 P.O.C. Christine Strecky (540) 667-0364 P.O.C. Jermaine Brooks Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22602 P.O.C. Larry Willingham 'Ibe-ft w. d-bo ® -,v,-d&a,-4so gi .i a division of Patton Harris Rust & o is ,s� Engineers. Surveyors. Planners. Landscape ,architects. 117 East Piccadiily Street, Suite 200 Winchester, Virginia 22601 -- - T 540.667.2139 540.6 5.0493 Nov. 172 2003 Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman �PLT H OF L i / AdD A. 01clowsKY. Z 0 NO. 020674 _ Psge 2 of 2j RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. k_ SHEET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING &EROSION CONTROL PLAN 4 UGHTING, LANDSCAPING and PHASING PLAN 5 SECTIONS AND PROFILES 6 STORM SEWER PROFILES 7 WATER AND SEWER PROFILES 8 MISCELLANEOUS DETAILS THE DEVELOPER SHALL PROVIDE THE FOLLOWING: ADEQUATE WITHIN THE SUBDIVISION 1. BENCH MARKS WQ FOR USE BY HOME BUILDER TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF SUBDIVISION IMPROVEMENTS TO, THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. Owner/Developer. H & W Construction Co. P. 0. Box 2468 Winchester, Virginia 22604 (540) 667-3752 ._ �.t1. L 'c {� . 1, P. S �� Approved by Frederick County Zoning Administrator W � 0,,� m%�6f( Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval 1 12/22/03 REVISED PER F.C.S.A. AND COUNTY COMMENTS. JLC RAM Drawing -- Sheet Number_ 1__ of 8 Culvert Summary Storm Inlet Summory, and Sump Inlet Depth and Spread Calculation. Culvert Inv. In Inv. Out L(ft) D(in.) S(3,) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat 1 -- 706.10 -- -- End Sect. -- 2 708.60 706.10 100 15 2.50 CPP 2 708.80 708.60 -- 713,50 DI - 3B 4 3 709.20 708.80 55 15 0.73 CPP 3 709.40 709.20 709.40 714.10 DI - 1 -- 4 711.50 709.40 109 15 1.92 CPP 4 711.70 711.50 -- 714.10 DI - i -- 5 713.50 711.70 61 15 2.97 CPP 5 -- 713.50 -- -- End Sect. -- 6 712.00 709.40 31 15 10.18 CPP 6 -- 712.00 -- -- End Sect. -- 7 70720 706.25 45 15 2.08 CPP 7 707.40 707.20 -- 709,90 DI - 1 -- 8 715.50 707.40 155 15 3.95 CPP 8 -- 713.50 -- -- End Sect. -- fi\I / T- 1_ r KARL D. CWJER 0) Cq ZD USE: ()I^F ICE O CORE DRILL NEW INVERT AT 706.10. \o PROVIDE KOR-N-SEAL ADAPTOR. �` ROAD CROSSING BY OPEN CUT l (70$.43 METHOD. SEE DETAIL SHEET 9. (708 1) `I -o P S� P �o� \O N60 P /A/ 5111-.4 -254 a.V,.,t%t1.5 D. ;VOCKE-. �A1_ Via/ D 51�10C( 01411'f 7 L". Slr111,/4iilt Y, 111 . i1 l,rf,1..J i). ..)1 tilt t'� , 11411Es D. S!-,'0C1f ,' ,/R. N 20057'51" E 124.28' r-^ TRUCK TRAILER PARKING I PROJECT SUMMARY TAX IDENTIFICATION NUMBER 54-A-20, 20A, 44, 45 I EXISTING PARCEL AREA 1.1614 ACRES �_..______._ EX, CHAIN LINK FENCE -_____....____._.______.__._ _. ..____�_- -_ti ! DEVELOPED PARCEL AREA 1.1614 ACRES _..-..--_..--._.___-__ N 20°57'49" E .- __._-__--__. N 20°5T49°rE_��58.2"4'_ � ZONING B3 � 29.11 - ADDRESS 1025 VALLEY PKE ,I 4 ''�' CURRENT USE VACANT b o 0 0 HARRY 1�-1. AIKE lS & PROPOSED USE CONTRACTORS OFFICE o '�' YItAI TER 11. P�•IlCtUS DISTURBED AREA 1.7 ACRES `�° �' ? I i] 1 z EX. CONC I N 20°57'51" E I PAD f1 (1')rj ;'1fC ` `' ` `" ` ", . REQUIRED FRONT 35' PR(mDEO 68.87' , _.._-.-_--.__._._..--2V-_iM._.._-_-____..�.._........_____-_..-_-__._.____ __ - _ SIDE15' , 29.72' I I I N 20°5T45" E; 156.60' 15' 22.64' , si _ I PARKING 5 5.5 I )1A? �) i � 1 BUILDING HEIGHT 35' (MAX.) 32'(+/-) `�E� ____._. ___._._ m __ _._-__._-.._-- L_ I " i PRO J �i)RY BLO CPC GROUND FLOOR AREA 4,250 SQ.FT. --- --_ _.._._ 25' BRL 2 "1 I c FTOP`!El.ili_i�lP1C; NUMBER OF STORIES 3 w�:= --_w� E,E. _% i r ,(� TOTAL OFFICE AREA 12,750 SQ.FT. - -. .__..__ _ -_._.. .._..�_ ._ �-4 _.___ __._ ____. ._____1 E 2v STi�IE li PIE FAR ALLOWED 1.0 EX. BLOCK t , FAR PROVIDED 0.25 �' MINIMUM LANDSCAPED AREA 25% 0.29 AC. ' WALL I & I __-_.- _..____ i ,-______._._-_._...___.._.__..._._.-..____.__._ ^ ___ -_ LANDSCAPED AREA PROVIDED 0.780 AC. 36% I I I ' ! ~ � EX. CONC. PAD I 1 _ I o PARKING RE IRED PROVIDED �• A ; F>It� '54--�1�' 2'4 ``� OFFICE SPACES (I/250) 51 51 ¢ �'••I/'- i _ HARRY l`fY. r'SII(BS & HANDICAP SPACES 3 3 1 , >- � , f, , I EX. CONC. - 41 � c � N MET) LOADING SPACES 0 0 P II4 ,,..Y-_A--'_LA�� w/ FILL cAP : A�ALTEk H. AIKENS % HARRY W. AIKOE f �4 N I D 81 r g, • L (rJ , G ! PARKING LANDSCAPING 1E..-- \At�1 t`' hi =% \�• N } ?C�r Cf`fi11 11 ( J. I .� tit'E .3 I- L_. _.._.._---__-___.__�..__._� ..'�s_.; �1 , 111. � a +_ �OI,IE.0: P-,1 i 11 PAVEMENT AREA 21,017 S.F. �, r� t, w I PAVEMENT TREES REQUIRED 10.5 @ 1/2000 S.F. N 0.w+2��6 AC;� E7S I /f USE: 'OI•�I1RACTOR YARD � PERIMETER TREEs PROVIDED 11 1 �C1i'!El�: 1'41 o j l f rn EX. GRAVEL �� r_ . , ICE hl ' �} I ;-�� , / INTERIOR TREES REQUIRED 5.1 (@1/10 SP.) t 1 C} s - _.;�. '... : tJO,1 i RAC I Oi, YARD ° 1l =� r�-1;--23 - x I _ � / �� INTERIOR TREES PROVIDED 5 I �_ i \�NV. 7 8 11 - I I HARM( �. 1��Il F:{`C�3 t^ _.._._� W/ GAS PUM� // 1 ;'f TOTAL TREES REQUIRED 15 I„ ( ) __._ .. / f;, WALTE R H. , R _. IS = % TOTAL TREES PROVIDED 16 LL, fI t1i" - 11 1, _ __.._._ __._____.._._._._.____ _ I EX GRAVEL 00 '' 21 3415E 117.17 END CG-6 l / . �, / PARKING LOT LANDSCAPING REQ'D. 1051 SQ. FT. ®5% / END NEW PAVEMENT MATCH (� 1 PARKING LOT LANDSCAPING PROVIDED 2616 SQ.FT.(+/-} I a S20°57 51 "W 77.96' : _ /' ut1� I_� ° h 't r -- --- :. I EXISTING DRIVEWAY LOCATION 7 rn 'ti /,/��1 SMH /1_0I'q'FD: I'Y{ ) c° ' IRF f I AND GRADE. / /5� TOP=7�0.32 - - - r.:`/ ;tn t'.i`;=�; /: // .•/ NOTES: _ ;. IN=705.62 - - I r•, . • . - . - //' i / 1. ALL SIGNS INSTALLED ON THE PROPERTY Wll1 COMPLY WITH THE n CONTRACTOR Z ' - 1,'. I ; ouT=705.42 - ( I :.,., j \ REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE /� I r :- - :,r: m j \ 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. .. , 1. I :' _ _ _ 20 SANITARY SEWER EASEMENT } __._..�_ _.____ _...._, _..___ �- C% p .. • ;. r :: , : . . �, ; �F \ \ 3. ALL REQUIRED EGRESS SHAH BE ACCESSIBLE ACCORDING TO BOCA - - - _ _ - _ --- ____ __ � / AND All 17.1-92. -.°l .. . : /... 25' B . �.• - . •-- .: 1 I ' 3 I 4" $FIVER LArCIv1L T' - i / / \ \ i , / \ \ 4 NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL I i 26.05 = - =.. - ✓ __ _ -- END CG 6 I ___ �`�j S � } ,- I N �O / �� I o CONNECTION TO EXISTING BOX I `, i j i oo CULVERT AT LEE AVENUE TO BE f �' DESIGNED WI1H PLANNING FOR STANDARd 1.�� ' `? EX. ASPHALT zI CL I RIPRAP REQUIRED SEE DETAIL SHEET 8.' - STREAM CROSSING SEE DETAIL SHEET 8. I I i 175'-8" D.I. CLASS 52 SEWER 00.51% CYNIE_ C 101'% I BLOCK : ., .E. i 11.442 INV. (709 INV. (712.48) /1.-___..____-__ __-__ Q� roe/` s / INV. (711.46) INV. (710.02) I -PROP. FIAT TOP SEWER MH i RIM=711.50 INV.IN=707.20 (6 (PRIVATE) IW.OUT=707a00 (, ' IN 20.57-51 " E 150.00' 1 NIN z z0 PIP cv tv 1 K EX. C0NCRETE TRUCK TRAILER PARKING N20057'51"E z- ;. i ----.--- ----- - -'-'`, --'- Q, Q; It INV. Pl?! 54.4-25A t �OCflEI/ SSrRI r,, CC), Z01'QEil: kfl ) Ci 2, / /' N5� / 5� ��� ZONED: MI ZONED: B3 - `- - J �c N 0 %'It 3:1 wI 0 t` M z ' I �! LOTS 42 AND 4.5. PHASE 2 i PAVEMW . . `�' ~ _ 8 N 22°0T24" E 100.29' --- - ZONE � Iff �! 0) N/�F o .... ,�' . � s'' ._ _ ; �' ` s ZONE I ! r, I J o w' N i Plpk j;1-- F;• 44 !�•l:t�• �' '°` �It� ° i� rt' O r : � �. _ h i` - ( `r I *•-i- 1 '� ^y o- m ,t 1,¢1!`ilTi ;�y l Al+,' s`I 20.00 2200 C. ,� ' I •--._ ..__.__. .._ . 15' BRL �; , \/ FEATURES EXIST. Z��/�� - \ \ �\ Q /jam 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE / \ �S� ��� / MARSHALL REQUIREMENTS. �� \ \UGC "" p,�� / 6. ALL UTILITIES TO BE PLACED UNDERGROUND % / `�� \ e � /',/ / 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES ,11 F� \� /j OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. J 24°10'05" E `/ �"- � / &HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 49.33' / 4 ZONE M2 \ ��lot '� -\- "..✓ 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM e. ,\ZONED: E33 . / PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. / \ \zz 10 BUILDING SHALL COMPLY WITH THE VIRgNIA UNIFORM STATEWIDE BUILDING CODE `" ( z - r . .. ---- S 20 57 51 W \ EX. 12" W/M Cil� %11 f F,�; 1 '� I �,p 11 I. 1./ \' " / AND SECTION 304, USE GROUP B(BUSINESS), OF THE INTERNATIONAL RES - 1 // % BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A117.1-98 .___..__ .. __ _.._..___.__ .._ . (;ry ��r,- i r / 9 \ \ ROUND / 3 0' , .o I PROPOSED UNDERGROUND % / \ \. '" 7(�1,1[_{j. {-)2 (n .__ / / / �' / ACCESSIBLE AND USABLE BUILDINGS AND FACIIJTIES I i .$ _:' i 0 \ , \ l ! : I }< r. I: sl c Ik- �zl Ic r : _ . - �- < ELECTRIC SERVICE y / �� h \ \ / 11.N0 OUTDOOR STORAGE PROPOSED. I I I I_..}t._. CI�e I+.'1iY�. f.. li\i,.. Jv �, l_..-.-. -...... / \ U-1 I :-: -. :r.:..•.__. -- _- .._.._.... .. _. - . .: .`� i EX. GRAVEL ._ ; ! o m .- :_=W. -,; c.o• THREE �iTORY OFFICE' i ! to �- ;' ' m` u7 N N J U W I I- I-W .. U -.;..--T. -' -� � 12 750 S.F. ELEcF-- {. I .. !. - ... � j m .. W ;.._ _ - - LD►G. HGHT.-35 FT. IRF S 19°37'01" W 117.47' �, �, ,. I I .r ' ,_ P Q ,/ t'` / C ' r .-24..00` :: I ' 20.00' � I E;_' I 1 _. ( 1< M VJ 5 - l CONC. WATER ; ' - . __ � _ _ ---- ✓ _. I ._: 1", /11 ' N � ••,• n : .._ _ PROPOSED UNDERGROUND v w METER VAULT ! i ; I ' Z : j ! 4__ `I !' . _ TELEPHONE (/7 i I I 6']lI'!' S1'I_rtl;(_{�) t--- {a€P,I 1 tl.a.: (j_�i I, t»{. _ -�-�•• �. FT. LANDSCAPE STRIP ' } 1 Z �+ }- i •l. c1J{I\!1 I zAi�. l lE .l_l'ly !v Iii DR. fii c .4. --:•_:•-•••"•. :Cc r i % 4r f s d !_ t 31 t, t' __. __. _ - __ 1, ,1 i? I !s C'!i"Pl" 1. r„t�E�\�.. (r X // / 1`1- '�.: \/j 12.NO DUMPSTER REQUIRED. TRASH TO BE REMOVED BY PRIVATE MAINTENANCE ,:- j /r am//311 - :;1^ . \ \ ,' \ %,�, �y CONTRACTOR MARKING _ /1 /°2'A \ : \ ,/, QP 13. THE STREPING CURB PALMING AN GNAGE SHALL ME TBE PROVIDED AT ALL ARE �IiE REQUIREMENTS IREMENTS OF -J ' j �,\� y'` e ; ; < \ \ 'r /�''� �1 �,zll G� THE ARE MARSHALL. �'t �•'� ��` / -% /0' Q 14.THIS TYPE OF STRUCTURE SHALL BE SUBJECT TO SPECIAL COMPLY Wfi}1 SPECIAL O, f IN � _ \ � Y�C;,�;. ;��� �i 3.� ; �� /36 QP INSPECTIONS ACCORDING TO CHAPTER 17 OF THE ISO., (SOILS, CONCRETE, ETC.) END' GG-6 // r \G' 4 \ .;yt,� � �;r ��, y , ��ti1 `�Q� ,!. /!$ kt�;�,��\�'�;�<�%'�.� 5 �,.P U.S. ROUTE 11 �x \7'' / / 'C� ;' _��.- h�'. I : / �- MARTINSBURG PIKE z \ t�J / .1 I\',; �jo� / SAWCUT EDGE 2 \ /i PROVIDE TACKCOAT \. IK % MILL 6°xl 1/ JOINT ` � p r 0 r f.. GG 2 .�I \ J i 4 1T' G7 f } { l 1! ii ( I i. \ � f 2 I i_. ~J l � � i I I `i 1 "' t I t7 i 2: t) (\ 4 EI : - - i': d> \ f V "4 PER :., .. y ( /•� r� O III O,,'i r 1 (�('ri( .. �:_5 �i7J' �( lJ -� 1 11 1-1 cv S} p I - / _ FT SIDEW K •r {,J�•.I 111L)1.., ia, a �lr ! i..{ ♦ .._..i --... _ - �• J�/� 1 NF-c . \\ / �. L, r_ _ , o «,� , I I r �t Q 7 }I'�I,_" B - I f- I - t l r o <. I I AN DAR P D AVEM `�I -• r ENT / ai c� i I r' i 1 CA �x + i I W 0 S l4 f 4 O YJ 1 J t l' I r -/ Z a I - N' / '9 7 I- to _.. __.. - C!� Q �,, � rn a �., � _,..__ __,_--�-____ _.; ._.•.-_____..____...,----- - ,, i G-6 ; . 4 - :': �.: �. ..: �-_ - • : •�• - - - . ' 3 , � i"_ of L14W _ 2'R } �r I ! EX. CONC. RAMP > STRIP FOR 2 R h : • ' . : ' - :.. 9 00' 8.00' 8.0 ' 8.00' 8:00' 8.00' �`b L. 35' 1 Q E TEMPORARY C „-„ N SPACES 11 xl ' P 5:R S� _. A c',; TYP: f �' `� o (� Q I o C. I ( 8 PAVED) E V1' DEffI` ..: ,; 9 . . '� I� BRL ._,- �� / W _,� I I �, .PAVE1uElV �� - "� �,i W W �I (0 m t� _ h I i, \ 1 ru % .1 .�.- X c . z,� 2 CONCRETE FLUME to I 1 s� - X o '�- N �; W 3 Z I , EX. ASPHA T !_ ti I. .o �, L , cn X. N E CO C o '� O• TYP _ J OF 3 -�-•�= _ .._. lCAL CURB - C B I s o 13R1- w - PARCEL CONNEGTOR 35 .._:-.•.15 0 50 V BRL r,�. 20 `fl ' >yA1ER -',' -' ,. '� v I W „ - - AND PARKING PHAS TWO �., E �P :::: EASEMENT 3I AC S Vivo I, ; _ - _ t /. y3 - ) VIIOT ST?�p SIGN ' G�;J it f- ! I_._.. _._-._. ._.. �-_ _. _.__. _..�_.._._._y 2 _ '•.{�; j I `� I z I tk, MLP \ N o/ ds QAR REQ' f F�il- ASSEMBLY, _ _ , 4 _._ /� "11 I +` / SET TBEHINb CURB: / k i11 ..�3 `. / rTl t ' 9.U� _ O - - T T_. =_- 1 �y J GRATE (708.36) I ; I i:'. o �. INV.=707.06 I I �` w , PROVDE ANC4 RED C RETE I S 1 - =' '<,o I� w;l , I �__ II' I r - . _ .•.� __ _ ._ _ .. _ WHE STOPS N PHAS ONE V A . 1 40:OQ' 1 , ., '! 34.97' -; EX. CONC l I'- F C2 j t ( Y REMOTE UPON EXTENS OF t f� ` EX. METAL t j -- t---.W...__/ / -._ - _... 1 I; CANOPY 1 ROAD 0 B-2 JOTS. r a =g ARKtN __1t'39 _ '3 - g �' `POLE- MOUNTED HAtVI�CAP P f f END SECTIONS PROVIDED IN t t t t l o t :' ::: :R M Y = SIGNS INSTALLED PER 14RGINGt-- 4 I I t I t I I , PHA$f ONE TO BE t _ H` - a- _ ....:.. _ __ --STATE CODE SECTION 36 99.11 I t 1 - - CG-6 - ......,_ . _ _ ,. _ -tr - (THREE RE ' _ ` I REMOVED IN PHASE TWO 6 :.. a ; 84 :- �_1­1 - I I 1 EC-1 REQUIRED / 4 43 _ . �/" S ACCESS - __ i i NC P G _ ._ - - pROV1I� IRF __ 1T INSRC. DIRECTED . . i Y __ 1 __._... _�....._..... _ _. _ EX. BURIED CONCRETE CURB ;_::.. - ,.:....._ -.... I i 118 60 _ __ _ _-_.._� I 1.. S ° 6" \N -- - -o &GUTTER TO BE REMOVED _ . _ . . R .. -, -..._-- . END CUB -, „ 6 / G. i I _ . _.-- _ __ ' ,, .._-. - - _ -- 105.56 C .----. F• 0,00 1,11 I ,. :4 R CUR ....•.__. D i .It _ -. �_ __ ONO. _ 1i .., i E LAN E i a._ _ _ - I -- o r - - _ . _. - - _ r ... _•:, ,, . 'x ; _ 55. TAPER ON __ - - WPP.. __ _._ __ v , , b Tl iM FGSA [� `` s -- �.k CMP t4 : : - ` k =T ^tt;F,;. _ : • - - 1 - __ 15 ,_... . �_ _ ,, �, I - - _ NESTER I :� --- - . _ : �: _� .._ i ......_._ - --- GRATE 708.35 RASS _ ( ) C MP EX G -� ' 15 ' ` °\.INV.=706.65 �s , , t..�:_. ._.,.___ _....___�-'_ _ _. U.S.PIKE �•- _-�"'�`° E2O � WATER MAIN / \', os.45) , ;• � _-� :` � ' - �__:� �!_�._... MARTtNS�UR A6i+laAu�IvEG SLEEVE ,_RELOCATE EXISTING / / INV.=704 98 I c '1__-- (80' RIW METER * _ _ _ __. _ __ J6.85 .:_ / 11. N - _. ---.- • _._ __ ; -X ___-_. - ---,--- _- ---- --'--- / - _ _. _ ___ - ._ _ , o ,I 24.0' TAPER MATCH DUSTING PAVEMENT 3 M'p'H __ 5 POSTED SPEED LOA' - *METER TO BE UPGRADED TO //, ,\ � ----- - � GRADE AND SLOPE. _ _ _ TRANCE CURRENT CITY OF WINCHESTER / \ \ /' - UGN 61STING -_- _.. _- _._ _.._. _._ ON, SEE DETAIL __ _ � SPECIFlCATI 1. - ___ .. RE<VNING CURB THRO OF PARCEL 54-A-45 _ . _.__ . .__---- SHEET 8. \, �, __.._ ... _. UPON DEVEIa�� _ -__ - _------ ��.-_-- -- ` 0 350 Ft. TO BE INSTALLF� . _ . ; n U. g" ,.1. FORCE MAIN 3�5�0n r LOCATioN) J.J� ANCE *11 /\ ' cv, • � (APPROX. `,"", - SIGHT __...... __. - _. _ , ,� I _ _....__ INV.=704.45 \ 1 ._ _- -- 4 REVISED PER V.D.O.T. COMMENTS 02109104 JDS 3 REVISED PER COUNTY & F.C.S.A. COMMENTS DTD. 1214103, 1212210J AC 2 REVISED PER FIRE MARSHALL COMMENT. 1214103 RAM 1 REVISED SEWER SERVVCE TO BLDG. 11124103 JLC N0. DESCRIPTION DATE REVS'D REVW'D APRV'D DATE REVISION P_A H OF L �,. o; 0 r... ,. -- N LD A. MISLOWSKY, . Z O NO. 020674 3 ��10`�_11 ,o 4t� 248 Ft TO Lff AVE. ROUTE 764 gilbert w. Clifford & associates a division of Patton Harris Rust $ Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE SITE DEVELOPMENT PLAN :ND CG-6 _1___.__­__ _ -O ADJUST TAPER PER VDOT INSPECTOR DIRECTION. ORWRH/CSCALE 20 10 0 20 40 ( /N FEET 1 inch = 20 ft. --- END NEW PAVEMENT MATCH EX. DRIVEWAY LOCATION & GRADE. PROVIDE ANCHORED CONCRETE WHEEL STOPS IN PHASE 1. REMOVE UPON EXTENSION OF PARKING AREA. TRIP GENERATION ITE, 6THEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 98 T_P.D_ USE CODE: 714 FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access pants to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. . ... ....._.......... PROJECT AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA EX. EDGE OF PAVEMENT VDOT CG-6 1 112' SM-9.5A t CROSS SZOPE= 114' I' 7" BY 25.0 OR MATCH alST1N 8" 2>B EXTEND 21 B WELL COMPACTED SUBCRADE 1 fT BEYOND OF CURB U. S. ROUTE If WIDENING LEGEND PROPOSED CURB & GUTTER .......... ........................- PROPOSED CURB & REVERSE GUTTER ............................. PROPOSED STANDARD PAVED AREA (8. 216/2' SM 2A)............... I . PROPOSED HEAVY DUTY PAVED AREA(8' 216/3' BM-25.0/1.5' SM-9.5A)' .:. PROPOSED CONCRETE AREA .................................. '..... ; .., . PROPOSED GRASS AREA PROPOSED EASEMENT AREA ZONING BOUNDARY ZB UTILITY PEDESTALS .. ................................. - - - m m EXISTING STORM DRAINAGE & STRUCTURE ----- --- - PROPOSED STORM DRAINAGE & STRUCTURE ................... ...... PROPOSED WATER MAIN --I ws- EXISTING WATER MAIN .............. ..... ....... .............. PROPOSED FIRE HYDRANT.. It PROPOSED GATE VALVE &BOX w i EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN, SEWER AND MANHOLE -is.sr-----ss.s.s-- PROPOSED UNDERGROUND ELECTRIC SERVICE . • • . . .. • ... . ELEC t--- PROPOSED UNDERGROUND TELEPHONE SERVICE -- TEL! PROPOSED GAS SERVICE --------------------- ---------------- - ---I GAS!--- CTYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1 -20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. • 2 OF 8 2 P S,� ��xo F P � 7� Z N� N60 EX. CONCRETE EX CHAIN LINK FENCE TRUCK TRAILER PARKING INV. (712.48) : , '.' s'' ` t EX PAD CONC ..F5, r _ -a ` t �, tr;./ INV. (711.46) ��, f, ipe 1 >r�' INV. (7.12.87) FRAMEsi i jr INV. (709. 2)(±: INV. (710.02)SHED _ __- ___ _ _ m -� _.__ __! /� {�) �(� 3� .,[]�� TWO STORYLJNSJVI\ •., I �� `y i ' .__• _ N IIISTONE 511 `e(�iIIG A1 F I.. 25' BRL i� { yam_ r ,• ,"x' ,\ � i L. \ \\\A\ lta 1 •\ ����1 ,^ EX. ASPHALT n, =� ► I i \ � � \ I 0 I CL 1 RIPRAP REQUIRED SEE DETAIL SHEET 8. STREAM CROSSING SEE DETAIL SHEET 8. w (708.43) I INV. (,708.21) N' INV. (708.,1) f125 3VINE NE 1 f J ( EX. BLOCK ;r'' WAIL ! `%INV. (710.80) t{ ywr t I EX. CONC. PAD °' o s - I?` T�^• ,r ; EX. CONC. PAD! METAL RAILING , W/ FILL CAP - .. s.s I N \ n� �c� r//al EX /G EX. GRAVEL (APPROX. EX. CONC. PAD ,d / // A_ W/ GAS PUMP ! �/ {'J715.70 EX. GRAVEL .:k S END NEW PA MATCH lop0. ` M SF EXISTING DRIVEW LOCATION 71TH (I y,4 f� a RFCD SF /-`r �, AND GRADE �'• .' / ).32SA - - - RFC r i.42 ^- - - - -=, ; f C 716.10' /,,// \ 20 $EWER _ �� i EASEMENT \ __ • BIRL / \ i I _ I • , T C 714.90 / cis w CONNEC71ON TO EXISTING BOX I w + / I P '• ` ,. CULVERT AT LEE AVENUE TO BE { i ` r I \p�� / d 0 1 4 Q SF it \ /fed j DESIGNED WITH PLANNING FOR 4�ac y� / /f LOTS 42 AND 45, PHASE3 WIDEN EXIST 1NG CHANNEL T C 715.35 j GRADE DITCH 8 FT. BASE T 4.85 o _ TRAPEZOIDAL SECTION WITH I _.- __ _ . _._ _.f - F,�- , �,� ✓ \ 1 2.1 SIDE SLOPES. „�•. i. C 13.25 C 714.65 = ? -- �=T M_ _ ri M �p �' \ ; • // ,, .:. EX 2" W/M -= { t` . w T' PRO NDE OUND k A! ELEC J Cl) ( ate,,, �, �• i T iI C1 �`t G T C 715. RIP RAP CHANNEL PROTECTION w I 5' --i •_ --Lo-- _. EX. GRAVEL j CL A1, 51�!, 15. ' 716 (TYPICAL OF ThREE) ( m } W s THREE E STORY OFFICE F I ! I CE _ !' / 0 , in Z , ...P.2,7 0_. F.--------. : ' ELE c�-- �' �:� \ \ ; - o . cn N T C 713.05 1 WOE - Ill ,LLD HGH s _ a 0 FT O Ec 2 a 5 _ 4 F.F. 716.00 REQUIRED OVER LENGTH r, i , �, CONC. WATER i ~/ `�' _"° tea' -1 `^' `' PROPOSED OF CHANNEL �r _ SED UNDERGROUND tr METER VAULT �� - W TELEPHONE \ � -------------------•-•---•--••-------- U4 \ �� ! .r I�oCi I � - 4 TTsiDEwA X RAGE �' BLOCK jj . ��.. = p :: I T 30 C 115.80 T G 715.90 r- W t .F.'7 "I2.7� � T C 713.10 _ t� ,� � � -�� ' OEND NEW PAVEMENT. MATCH IX. EXISTING STORM DRAINAGE &STRUCTURE O . r W Z #9 1,•, �r �-_��,w'= �� / DRNEWAY LOCATION F- �,• ;�� I 4 _w _ T C 715.00i GRADE W 1 a F __ >• - _ PROPOSED STORM DRAINAGE &STRUCTURE I h tY EX. CONC. +� L ._._.�. �` r 1 o-;,c]` ti ,., = `' _ � - - • / PROPOSED CURB do GUTTER - - - • - - - - - . - ..... . . PR � o :, � RED NCR U t m ' ti ` *� �ti' 0 : T C 71 .85 8RL T C14.8U WHEEL STOPS N PHASE 1. C 71 .9 - i W W � ` ,r ,` ,. j s - ,. _ DRAINAGE OW • ................................. N W I Z5 1 EX. ASPHALT �, T 12.25 �� > -` ) REMOVE UPON EXTENSION > } > J EX.COFIC I Q - -- OF PARKING AREA 5 N _ r.. - 50 . 35'_ r :" ' ` EXISTING GRADE .. _ PROPOSED I w ' \`i y`o- k ci, 1 II r �5 ,r. # ,/ GRADE �.. If / > r <• ;' ;� n :: _.__ ` PROPOSED EASEMENT AREA - - c-� C I � i :• F , , _ •. Imo_^_'_'. _ _............___ •_ ....._.. .. ._.. _•__ ___ `T . T " PROPOSED SILT FENCE ............................ .SF GRATE /708.36 ) IP INV. (707.06 I CONSTRUCTION ENTRANCE..... ..... . . . .......... _ ce r c t EX. CONC 1 y t+'� '�� C2 - 'i y _._ �i^, EX. ' I + " �/RIP RAP CHANNEL LINING ........................ t _----.. CANOPY - -- 1 ,.. END SECTKINS PROVIDED e.• ....- �„, 714 4 • ,,._-..., � - - --SILT FENCE INLET PROTECTION ..... . . . .... . ...... . } r PHASE'DNE TO BE U }• ky icy �' *tlj tij i,!hfP T ��` - , 1�t _RFCD �- OU 3 TWO. ' �•• ' _-�' ___------- TLET PROTECTION I P i REMOVED IN PHASE r N _ _ - #.,� EC 1 REQUIRED --' -�"� f _,t__.__ . __ - - - -. _ _ - ���, � C7- SILT FENCE OUTLET PROTECTION t GONG. PAo - - T C 11 .00 - I REQUIRED 49 FT. SUPER SILT FENCE --'-"� - PROVIDE CHANNEL j _ - - A I L-, W- 6 I j i.. ..- ., -- _C 714: •• t _ ---SEE DETAIL SHT. 8 - _,f __ Etc RAVEL OTECTION _ . �• _ _- D DAM , -� - \ >. _.. T C 71 !; ;a . _ --- - ROCK FILLED CHECK T - C-7i3.90 _ G PR - �, - I r-- •` _ - --. -:, .;� RFCD r (705.56 W. -� k., _.,.r : �, .., hf, EC- I REQUIRED y , - TEMPORARY DIVERSION DITCH ------------- ----- - DD _.....,.._ i 1 - - ___ i-- .,._ ._ H Al L 1 W 8 ,• OD i P�FX 4; r . „ .• -„w•_ : gyp.. ,: „?' . -' _ J r •\' " R` 15* cup EE ` GRATE (108. - _ 35) S _ } _ �a, EX. GRAVEL �- � QUTE i _ T)i 15" CMP EX. GRAS'�- > _ _ 71 `~ :_- - U.S R E ; - / INV.=706.65'� ,r� ;� ti 4. _ G PIKE ------------•-------------- ,. \" - iJ-'�7 �„_ _ _ ,`Y\ ART •---------------- -•---- Culvert Summary Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. Nv-7o4sa` x• _ ,� M ►NSBUR----------------- ,1 ;' MATCH EXISTING PAVEMENT --- $Q fNW� ;' _ _.-_ ,/� •� ^ ' -_ - 35 M-F' H -- -` �µ Culvert Inv. In Inv. Out L ft Din. S % T e Str. No. Inv. In Inv. Out Inv. In. To Elv, T Throat . - .. __ .__._. s E _ �� I i YP _ - E T --~ 1 -- 706 10 -- -- End Sect. _- / ,- . •�_ 1,, •,POST D PE D LIMIT A-, _ _;:�-•- aG` 2 708.60 70610 100 15 2.50 CPP 2 8 1 3 709.20 708.80 55 15 0.73 CPP 3 709.40 709,20 709.40 714.10 DI - 1 -- - PROVIDE: EC-1 AT EXISTING-- ' MNN 4 711.70 711,50 -- 714.10 DI - 1 -- ems. - - CULVERT INVERTFORCE CL 1, 4' LONG, 6' WIDE �'; ! - `- -- \ EX 4 71150 709 40 109 15 192 CPP -- -- -- -- �, T,� �;0^ -_ -- --- . WApPRox. LocAT�o1�) GRAOH/C SCALE 5 713.50 711.70 61 15 2.97 CPP 5 713.50 End Sect. \'�' P"^�Y-t•, �--"`=� -� _ - ` 20 /o 0 20 40 6 712.00 709.40 3I 15 10.18 CPP 6 -- 712.00 -- -- End Sect. -- ___ 1 co 8 713.50 707.40 155 15 3.95 CPP 8 -- 713.50 -- -- End Sect -- , //V FEET 10 O ^' 1 inch = 20 ft. , 08 i +.. .,(`•1 i h� ,� V _ ,.. Til �-...� CHUB'• • ..'7- 6+ 4 ADDED EC-2 CHANNEL LINING & SUPER SILT FENCE 03/31104 JDS 3 REVISED PER V.D.O.. COMMENTS 02109104 JDS 2 REVISED PER COUNTY COMMENTS. 12 22103 JLC I REVISED SEWER SERVICE TO BLDG. 11 24103 AC NO. DESCRIPTION DATE REVSED REVW'D APRV'D DATE REVISION gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners, Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE GRADING & EROSION CONTROL PLAN I PROJECT AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CTYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1-20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. L. • 3 of 8 EX. CONCRETE TRUCK TRAILER PARKING w 41 H 2 2 2 EX. ASPHALT CL 1 RIPRAP REQUIRED SEE DETAIL SHEET - STREAM CROSSING SEE DETAIL SHEET 8. (11 11111 E BLOCK GARAGE F C. I , F, '. = 7 11 . '1r'2_ NV. (711.46) V. (710.02) INV. (710.80) qN- ,000 ,611 INV. (712.87) r • _j FRA1,41E s 14 ED 25' BIRL iI EX. BLOCK Ir CHAIN LINK FENCE EX. CONC. PAD Tl,`O "-TORY BI OCK b & STO�,JJE BU11!I!,1G =717. 06 7J1255 STII,!E �44E EX. CONC. W/ FILL CAP;----' tin EX. GRAVEL EX. CONC. PAD X, W/ GAS PUMP ,Z- EX. GRAVEL 4_11� zo, 25' BIRL x, e' w. LANDSCAPE SCREEN M PLANTS REQUIRED 1- 10 LEYLANO CYPRESS 15 BRL 0 FN 4�1 10 EASTERN REDBUD EX. 12" W/M 10 EASTERN RED CEDAR MIN. 48' HEIGHT AT PLANTING 4�1 CK M ix_jl ZC) CONC. WATER METER VAULT 0 LLJ W 0- V) _j > LLj 0 W W Uj > Ld C21 GRATE (708.36) 1 INV.=707.06 II CL L) j EX.CONIC EX. ASPHALT MLP i ----------- —A EX. METAL EX CONC i CANOPY CONC. PAD R 15* CM �4 GRATE (708.35) E)(. GRASS 15 CMP INV.=706.65 ------------ 2 REVISED PER V.D.O.T. COMMENTS. 02/09/04 JDS 1 REVISED PER PLANNING COMMENTS. 12/22/03 JLC NO. DESCRIPTION DATE REVS'D, REMDDATE REVISION INV. (705.56) x 'Z4 MISLOWSKY, f4 0 NO 020674 FORCE. MAIN (APPROY LOCATION) gilbert w. Clifford & associates a division of Patton H a rris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE 4 GR.4) 0) Vlo 0 So C.4L, E 20 10 0 20 40 IN FEET I inch = 20 ft. LIGHTING, LANDSCAPING and PHASING PLAN PROJECT AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 16 STEEL RONFORCEMONT BARS ALL FIXTURES TO BE SHIELDED TIES 0 1'-0** '-013 STEEL RE* O.C. WORCEIIENT TO PREVENT UGHT SPILLAGE OFF SITE LIGHT P011 TO BE GALVANIZED STEEL PAN WITH TAPED TUBULAR SEA" W LIGHT POLE I' TOOLED EDGES LIGHT POLE M HAND RUB FINISH ON WITH COVER PLATE MACE Of CONCRETE AND FILL IN VOIDS. SMOOTH FMH ON ALL EXPOSED CONCRETE NONSHRINK IN SURFACES. PAW GRADE WNW GROUT YELLOW ABOVE k4M BOLTS FURNISHED 3._0" WTTH LIGHT POLE. BOLT SIZE FACE OF CURB GRADE PROJECTION MO BOLT CIRCLE PER MANUFACTURER'S . . . . . RE00MMENDAT)ON. . l'-6' 0 CONCKTE BASE J3 STEEL REINFORGEMENT TIES 0 I'_O* D.C. METALLIC CONDUIT AT 2'-6" 16 STEEL REINFORCOADIT MADE TO PANEL_ BELOW BARS NOTE: ALL UNDERGROUND WIRING TO BE IN METALLIC CONDUIT NGID ELBOW NOT TO SCAIF LIGHT POLE FOUNDATION DETAIL Pnine codomiriate leaders DO NOT prune terminal leader or branch Prune rubbing or cross branches DO NOT stake or wrap trunk unless necesm Remove all taps and lobels Cut away all bating ropes - mow top of wire basket en and score hole wall enwm cont(*w o�.d cut tiding Leave solid soil pedestal do )* if container -groin, or as much not dog deem than ball depth tfflop as poss& if field grown Dig hole 2-3 fines root ball width PIAM 3= W sc* RANTING SCHEDULE Paw narrow crotch angles and water spouts Prue broken branches Prune suckers 2'-3* mulch kept a" from trunk Sal wen to contain water --L%AMD1DED bo"I sod —Partiolly bwfll, water to Settle Sol, finish bockfillfing —Area for water drainage COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL 0 6' HIGH AS SHOWN 8 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 8 EASTERN RED CEDAR 48- HIGH AS SHOWN 10 LFAMD CYPRESS 48' HIGH AS SHOWN 10 EASTERN REDBUD 48* HIGH AS SHOWN 10 HER HOLLY 3 GAL CONTAINER 3' O.C. 50 .SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. I LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 % FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSffE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. CTYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 11-20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. 4 OF 8 LEE AVENUE VA. SEC. RTE. 764 715 I' r 705 700 DATUM ELEV 695.00 6 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 2 REVISED PER V.D.O.T. COMMENTS. 02/09/041 JDS 1 REVISED PER F.C.S.A. COMMENTS DTD. 12/04/03. 12/22/03 JLC NO. DESCRIPTION DATE REVSED REVW'D APRV'D DATE REVISION gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 PH +. Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE SECTIONS and PROFILES ,GRAPH/C SCALE 20 10 0 20 40 ( 1N FEET ) 1 inch = 20 ft. PROJECT AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CTYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1 -19-03 CHECKED SCALE R.A. M. SCALE DRAWING SHEET FILE NO. • 5 OF 8 7, 7 7 7 DATUM ELEL 700.00 Culvert Summary Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. Culvert Inv. In Inv. Out L(ft) D(in.) S(Z) Type Str. No, Inv, In Inv. Out Inv, In. Top EN. Type Throat I -- 706.10 -- -- End Sect. -- 2 708.60 706.10 100 15 2.50 CPP 2 708.80 708.60 -- 713.50 DI - 3B 4 3 709.20 708.80 55 15 0.73 CPP 3 709.40 709.20 709.40 714.10 DI - I -- 4 711.50 709.40 109 15 1.92 CPP 4 711.70 711.50 -- 714.10 DI - 1 -- 5 713.50 711.70 61 15 2.97 CPP 5 -- 713.50 -- -- End Sect. -- 6 712.00 709.40 31 15 10.18 CPP 6 -- 712.00 -- -- End Sect. -- 7 707.20 706.25 45 15 2.08 CPP 7 707.40 707.20 -- 709.90 DI - 1 -- 8 713.50 707.40 155 15 3.95 CPP 8 -- 713.50 -- -- End Sect. -- 0+00 0+50 1+00 1+50 2+00 2 REVISED PER V.D.O.T. COMMENTS. 02/09/04 JDS i REVISED CULVERT PRORLES, 12122103 JLC NO. DESCRIPTION DATE REVS'D REMD APRV'D DATE REVISION 715 710 705 Z 7 7 7 DATUM ELEG 700.00 _ GRAPHIC'' SCALE 20' 10' 0' 20' 40' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 R+A PH Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 TITLE STORM SEWER PROFILES AIKENS STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 720 U c5 j mot- co O pU pU O SoU ao.._ s 715 l I I c� l,SA`�'9sa. 7101- CIU LVER DATUM ELEV 705.00 o+00 CTYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1-20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. • 6 OF 8 U.S. ROU-TE 11 MARTINSBURG PIKE (go' RIW) 35 M•P ' POSTED SPEED LIMiT - H 725 720 715 710 DATUM ELEV ! ' r i�,4 r-4 / AND VALVE z q � 1 C Ll AC&UM V 0 z c� 7� 705.00 a 0+00 nnlrg Ra"I METER* 0+50 1+00 3 REVISED PER V.D.O.T. COMMENTS. 02/09/04 JDS 2 REVISED PER F.C.S.A. COMMENTS DTD. 12/04/03. 12122103 JLC 1 REVISED SEWER SERVICE TO BLDG. 11124103 JLC NO. DESCRIPTION DATE REVS'D REVW'D APRV'D DATE REVISION IOSED )ING 716.00 (:UMMLNI (:IIT Ur WINUHLt ILH SPECIFlCARON. SEE DETAIL SHEET 8. G>'APHIC SCALD' 20' 10' 0, 20' 40' 1 INCH = 20 fT. HOR/Z. 1 /NCH = 2 fT. VERT. REPAVE TO 1 -1/2 RMES ORIGINAL THICKNESS 25' EACH SIDE OF TRENCH. 18N.::.AGIDE AT THL��/ME OF REPLACt7NENT / ".-:,:, `_ ".'`.•. AT THE UTILITY CROSSINGS OF RTE. 617, NOT OVER ONE-HALF OF THE ROADWAY WIDTH SHALL BE / /\/ / / /\� DISTURBED AT ONE TIME, • THE nRST OPENING SHALL BE COMPLETELY RESTORED TO SATISFACTORY, TRAVELABLE • _: •• •: VD.O.T. 21-A j�j fULLTHE STONEDCjUSHED CONDITION BEFORE THE SECOND HALF CAN BE OPENED. PERMITTEE SHALL MILL AND RESTORE ALL (ASPHALT) - ,_; :: _•'-•` - ..\\� '••-• "•. CONCRETE ROADWAY, AND RESURFACE ALL OTHER j\\ -, •.:. , ROADWAY WITH LIKE MATERIAL THAT IS EXISTING FOR A DISTANCE OF 25 FEET ON EACH SIDE OF DISTURBED AREA FROM EDGE -OF -PAVEMENT TO EDGE -OF -PAVEMENT. WHENEVER THE PAVEMENT IS PERMITTED TO BE CUT, THE O.D. PROVISIONS OF MP-71 SHALL BE ADHERED TO. WHERE THE PAVEMENT IS DISTURBED OR DEEMED WEAKENED, IN ITS / \\� •; •: ;: ` -: t-: ENTIRETY OR SUCH PORTIONS OF IT AS DEEMED DESIRABLE BY THE DEPARTMENT, IT SHALL BE RESTORED OR REPLACED .: /\\� IN A MANNER WHICH IS SATISFACTORY TO THE DEPARTMENT'S ENGINEER OR HIS/HER REPRESENTATIVE. STONE AGGREGATE NOT TO SCALE PA VEAfENT REPLACEMENT VETALL gilbert w. clifford & associates a division of Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 4' EX. ASPHALT GARAGE R / F. r E -- z ! . ; - ,�t CORE DRILL NEW INVERT AT 705.10. CL 1 RIPRAP REQUIRED SEE DETAIL SHEET 8. I ROP. FLAT TOP SEWER MH 1 IPROWDE KOR-N-SEAL ADAPTOR. i i RIM=711.50 1 �, � ��,�LSTREAM CROSSING SEE DETAIL SHEET 8. ► INV.IN=707.20 (63 (PRIVATE) �` -ROAD CROSSING BY OPEN CUT IW.OUT 707.00— w (708.43 METHOD. SEE DETAIL SHEET 9. w ( 175 -8 D.1. CLASS 52 SEWER 0 0,51 ` (, ) 708 t / I i END NEW i f ; EXISTING L v�d � , ,. • ,� � f, ���{4 A .;. - AND GRAD. SMiI r 0.32 5.62 5.42 j t %; rt �'' ' 1 ,.� r• " 20' SANITARY SEWER EASEMENT _ — _ ` — F, "' 4 SEWER LATERAL t j / I i CONNECION TO D(ISIX BOX CULVERT AT LEE AVENUE TO BE I DESIGNED WITH PLANNING FOR i } 8 LOTS 42 AND 45. PHASE 2 I I 1.21 N7DEN ExiS11NG CHANNEL ! ! a i W GRADE DITCH 8 FT. BASE 715 � C� ( 1 5' E TRAPEZOIDAL SECTION WITH ! ! ! __.. .._ __--- o 2: t SIDE SCOPES I EX. 12" W/M f i ( ! U Uj i I U_ 1 ; EX. GRAVEL C0 THREE STORY ` OI i w2+00 3+00 750 S. F 12Q ml - ( m - - e-YY - 1• -` M{ N W G� ra {'r ir? �VIAX. BLDG. HGH 1 x . F. = 716.0( �ELI~C. F'REI; i 7, ri T A A TITLE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 WATER & SEWER PROFILES PROJECT AIKENS OFFICE BUILDING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA iC '05 CTYNO DESIGN SURVEY R.A.M. DRAWN DATE J.D.S. 1 1 —20-03 CHECKED SCALE R.A.M. 1 "=20' DRAWING SHEET FILE NO. 7 OF 8 CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET GRAVEL CURB INLET SEDIMENT STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) PROTECTION FILTER TOE REQUIREMENTS FOR 1. SET POSTS AND EXCAVATE A 4"X4• 2. STAPLE WIRE FENCING TO THE POSTS.EXISTI BANK STABILIZATION TRENCH UPSLOPE ALONG THE UNE 1 70' MIN. PAVEMENToe NG OF POSTS ET10'MA1L '� ��•-�'� 17 l Al .3' S:1 1 --�--�"�-f FILTER CLOTH UNDERLINER (PREFERRED) ` "-op rap FILTER 11.I. - LAN. A(OPTIONAL.)�'_'i/ T _i J- - '-�\>� Pal SIDE ELEVATION I �-J /lj- TOE of Fa,.. CULVERT CULVERT _____-_ mete` EXISTING GROUND (' call iron Geenout wphe top Of - /�•'� 5 / _ _-_. _ _ __._..___.._ plug must IN, R' hom the top o} the // Jill �1� / Jill I I ---- KEY IN T s^ :- ra -. ;- / suwrrypeaqus,azle00% / FlLTER CLOTH fn shod rado 70' MIN. Tsqu• g*\1--AIK10, MIN. `� 20'x 2 '. 6' deci slrid pad ductLc Yon pope � 20'x 20'x e' deep - /--/��/ I T castpkjq iron nga co cap ink Mass MIN. � IA.J. FfFRNGS AND 1) 1, PIPE RESTRAINED BY MFGALUG RESTRAINING GLANDS 1�a' MT FLOW I _ WATER �)Lu1�G? 12' MIN. °EXISTING Ill III - - - ° � Z _ J- - - - T7Q0 'SEIVEfY� PIU9 Mwrtg a courReramk Square OQG Fig. Na. 71808 head PaZlla Model PA4SV CSK (41 PAVEMENT with GO Ad mark1X1 4 10' 1 O SDR 21 - dearxxrt pipe T 3_ ATTACH THE FILTER FABRIC TO THE VARE 4. B4MLL AND COMPACT THE a TGE l)F FB1 GRAVEL FlLTER• 12" WIRE MESH �XA top of of bO scdion VDOT 111 to, MIN. RUNOFF WATER ,^,^ " \. : -.� . Mick base FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. �• sL2am Caro( rip rap ,ppopt COURSE AGGREGATE g TTO SEDIMENTRAPPING DEVICE SILT FENCE i- FlLTERED WATER FILTER CLOTH �`-a'•'^" R21 gesc'm Y..v SOfl 359P w • MUST EXTEND FULL WIDTH I p�STANCE IS 8TOWARD ' MINIMUM IF FLOW - - - a ..- ::: �, rneam ,'\- SOR 35 adap,er iEN OF INGRESS AND EGRESS n • a�E C see aeral ry 9�ed bast Wye OPERATION PLAN vlEw -':• GRANULAR FILTER «, worts lsao note N<1 /f��'� below sewer main SDR 2I FLOW ' - oncasomoM �. T 12' MIN. % -IIII /✓/ � ._ ^+':'L: •--r. "tr•: / I Ill T• s-''r .,�. •�'4A..-:-• ,;b-7---T'.t.•>.o,,°:t�r,„;:•�:";.T- :",:��xy./»/\Yg�,•'',i=�.F'i.'•J,-•••.fic`i.l'e%e,"."e-- ;•:•a4-;•":c,�. ..` •x, n.+- .1-'•'TMri° IN lot, D-.,goomoumnew •«rebeddng3MIN. OPTIONAL STONE COMBINA TION SEDIMENT3• MIN. T NOTE :U lop of sewror main is greater Than 15dcep, FILTER CLOTH CONCRETE GUTTER _ - .. _ " 1 SEWER than wyo or,d bend to be May wall SOR35. SECTION A -A FLOW / - I - - 15A 12 CURB INLET np ra i to be mmrmum 8 h. wi0e end 1 I. deep 6 _7. III I III I' i T :;: ::i -" ; •. MIN, c . - - D(iE1t51oN OF FAtIFaC AND WIRE INTO THE TRENCH. g FLOW SPECIFIC APPLICATION %y. •''i' ° < ` >f" 2.5• n sUeamas _t -,• w RLTER FABRIC THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE x requiredINCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED STREAM CROSSING SEWER CLEANOUT ` AREAS_ COARSE AGGREGATE ^ Figure 4 Revised c� n9twe 17A REINFORCED CONCRETE DRAIN SPACE WIRE I • CLASS I RIPRAP MIN. THICKNESS - 6" III ? .¢ VDOT /a. #357. #5. #M OR #57 COARSE AGGREGATE SECTION B-B IIII i� TO REPLACE SILT FENCE 04 HORSESHOE WHEN GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from 19K tllmiatld Sfaldwds for Soil miim oW Sed*)W Conhd, and Va. DSWC Plate 3.02-1 SOURM Adapted from hatall on of Stra* and FaMe filter Baniete for Sedt>tled Control Pun 3*_1 SIDURCE ADAHED from VDOT SWndeEd %mb and Va. DSWC PLATE. 3.08-1 SOURCE: VA, DSWC PLATS 3.07-6 SOURCE: Adapted from VDOT Draintige Manual PLATE. 3.19-1 Sixew t %I SECTION C167 AON %, SECTION STEEL NOTES a-3ka'WKEYEDtc-, cc-n FOR DETAIL$ OF INLET EXPANSION °r" aMs d, DETAIL 1 DETAIL 2 DETAIL 3 B SUPER SILT FENCE 2yt' • '2/] • T. DEPTH OF INLET IN) TO BE SHOWN ON PLAINS E�At4aN JOINT S-IO' SRA/ETL COVANDARDER a gA0( Or S�wµl( t to ba 10'-4" 1-" FOR DE GREATER THAN W USE SIAIDAPD NOTES: <.2,'ith <ow r'N/i a -IA BKTs 4• Y p �g S LHN. I I A STREtr APPROA04 SAW 1, THIS ITEM MAY PRECAST OR CAST N PLACE. a' B g 7. TIE `Tr OIIENSNGN SHOWN ON 7K STANDARDS ,^� n - $ - $ MWL A A rRANDP TO M AS * A-1 ROAD— SURFACHC A$ MA4LfE NOTE, FENCE POST SPACING A - A AND MEASURED FEROM THE IINVEERTsWILL a OUTFAEL G D,RS a Q � � S�� A � A - � SN oN PL.HsH i � SHALL NOT EXCEED 10' F 10 HAxIMUM -I _ _ _____-_ el„RgWAAE -� C C CENTER TO CENTER I 2. CONCRETE TO � CLASP A] F LIST N PLACE, � r 11f I 4000 PSI K PRECAST. LION GALE. PPE i0 THE TUP OF 7K STflUC7MAT I QO ,4 )( A, - _ - - - - - - PLAN 'lr' DAEI79J' qS MR APPROXIMATE OIL♦ i IRS T � S S I WN. }S rRADU$ TO 6E AS { ROIH STEEL O.e ANded I K + VEEP HOLE. )( 1MN. SS } COMONAIPON CURB L GUTTER HAWK' A RAM y, FOR ESTIMATING PURPOSES AM THE ACTUAL o '•• SEC NOTE I W RADIAL (N6INAT jOWN oN PLANSI 66 ± I ONEN570H1S SHALL BE �TERYIED HY r11E lul. 3S ClRB ANO GYTi[R % O 300 rCET OR LESS 1KCNG FACE OF CURe)SHLLL �- - L_� _ - 34' MINIMUM tH PAD300 FOR )5 RADIAL COYBRIATION CURB L N].6 ba. CONTRACTOR rRp4 E CE CONbT-Ot45. _ f# _ Opta,n 3Tp4, „ D 15 T'D. CG-6l _ GUTTER. 6gc4 RD1 v,wyry i eU* gH3. 1WEN SPECFYD OH THE PLANS THE INVERT $ --' nnFOR 115E MiMSTABL12E0OPEN-GRIDEO10 taav a 'a ENE SHAPED N I$-1. THE COST OF AiliiHWIG ADHPSTANDARD IMAHG O111 ' - . •. S MIN. S AM' S LN `. _ - J Q' rf fMM1AIE LAVER• TIE SOT TOLD OF THE GIR0 MATERIALS WCUENTAL TO THE SHAPING IS TO BE F BAR A ' - AND UiITTER Bf CONSTRUE TEO P/UR STCPS'$E, B 5ND(WALK I ® I �I`oPTXNAL 6- CN[57� , _ GRGIIND 5N/�� r TbT[ s COW`W1T SURFACE TO TIE SLOPE 7)F SUBME COURSE$ b NCLtAEO N T,E 9p MALE FOR iHf SiRYCTIAE. D FACE OF pFB g I 6' R AND TO THE DEPTH OF TIC PAVEMENT. OUT TER a e• ]!1 B FLAW IRE V'- • t/A-L� s J yi • 4' 4. N EI EVENT THE N%IC CT THE O THE a7Aa( COLTRO! 'pNT g seve SAND FEE s HIGHER THAN TIC BOTTOM of THE a• y ]N I �U;----- fLDY J 36' MINIMUM S. IN,S CURB MAY BE USED SHE" STRUCTWE TK N1ERT OF THE STia/CTURE E%PANSp! J(AHIt I EXPANSION! JONt DESIGN SPEED 15 40 WT% CA LESS 4 - - C0A"e1oi vnLL ff SHAPED NTH CEMENT MORTAR TO I 6, PLAN SECTION A -A �' SECTION C-C FLOW ON RRAL HaHMAYS NO 45 MPH OR 11• 5Yi PREVENT S7AfD.1G oR POHbIG of wAtER - - - 21/2' DIAMETER 11 7' R LESS N DEVELOPED URBAN L $I10lRBAN N ThE ST RUC7lfE. TIE COST Ci FLRMSWAG �A i0 KEYED cowl."a H ( r I - NOTE: WIDTH "H' Y D' 014 AS �' YAPLTIrE ROADWAY GALVANIZED CHAIN LINK FENCE AREAS, IF THESE GESIGH SPEEDS ARE PLAN AND PLAOK' ALL MATERIALS NCIDENT& 70 L-VARIABLE - MAX 2O T H ( SHOWN CH TYPICAL SECTILN. -I ExCEE0ED STANDARD CG•7 IS PEOUIRED. ILCT SHIPNG 6 TD BE INCLUDED N THE 90 WAVED A i A DR ALUMINUM WITH 1 LAYER OF 9' MINIMUM I. R4Jn4%Ael « PRICE FOR THE STRUCTURE. ' Nr B t' •.D• r A TTEE'sRR POSTS q FILTER CLOTH D r " SECTION g 6 S. STEPS A+E To BE PROVIDED WHEN H Is 4-D A anTER 1 o PLAN VIEW OR GREATER. FM OETALS SEE STANDARD ST-e - CEOTEXT[E g•� � GEOTEXTILE 6" DIMENSIONS FOR COLLAR DETAIL 8. THIS ITEM MAY tE PRECAST OR CAST-N-PLACE. ,a7 FABRIC (6 CONSTRUCT EHAOC CHANGES WITH A PARABOLIC CORK. CHAIN L N n b GEOTExTEE T FN3RIC N INK FENCING ° r,r CASE NON ONLY __-_,._____________ _ _____ FABRIC L ® N THE ENTRANCE RApCAPNOT ACCOMMODATE ' 7. R 4 X 8" 54WT1/ DOWELS AT N1PlOxYATELY - - .g ''' THETURAANG REOURCIEN7S a• ANTICIPATED HEAVY FLOW FILTER CLOTH ,2' C-C TO @E PLACED N ALL AREAS ADJACENT _-""" ' - ' --' MINIMUM T-. IS . 15 D. D _ D 4.,2_ D TO ABU7TWG CONCRETE TO PICVENT 6A6 r [ tyg _ SECTION A A SECTION A A SECTION A A oPAAeolc CURVE TRUCK TRAFFIC. THE R iwuD BE 34' I - d e e co N 1 NSETTLEMENT.04MA IN BE RO CE DSEELST�ARD 63- DIAMETER s DE e t vI E .EREAsto ro r. 16' MIN. LTH LAYER OF 7 2'-T• Hw ,p�3,iu� ALTERNATEEsEus+. WEEP HOE FRONT ELEVATION ry t.R• eAt B EDGE ORrroH�i1 not L 0P(E ® FILTER CLOTH weo ode_ CL iTFR R[AOKD1 BARS F - - - - D WHEN STD. CG4) 6 USED FOR CNTRAIDES FIAT EMBED FILTER CLOTH 8' • . . . •..• •n• SA4 Mle B B. 3"DIALLER WEEP HOLE W1TN tPX,2" PLASTIC F/." T Y.VI IE ROADWAY - `-^----- N CONJUNCTION w+TH VDOT PROAECTS, PLEASE MINIMUM INTO GROUND Lap n NIROWNE GLDTN ,/j MESH OR GALVANIZED _ NOTE THE FOLLOWMI e L MAx. D • STEEL w4 MESH IAAA WINE COL DIH o.o.T" 5 �/. ANT PLATE SECTION B-g NOTES SLOPE CHANCE -- e' - D cow L4• eeolA pg. - OOOOOOOOOOOOOO IINaa 4 AESn HAmWANRE ao7H »K:n0iRE0 "`�` - XX M/AER4 PAVEMENT PILL BE CONSTRUCTED STANDARD SYMDOL _ THE BOTTOM OF THE Cum AND an -« .6a.A7B o C C Fiewy To THE OUTSIDE OF TIE STRUCTURE. =�F h- 5.,A.N 4o w rani STREET D To 7 E arw LINE (EXCEPT ANY PLacRADE IF MULTIPLE LAYERS ARE GUTTER IIAY BE CONSTRUCTED x: i -€ 12.. We . 6' .1du 1 OOOOOOOOOOOOOO �!P L� �I L FOR MULTIPLE LINE MTALLAT06 DwENsoH 5 IS TO CAVERN TIE PROTECTIOv T STABILIZATION REa(x+to FOR MAea NE REGtU1RED TO ATTAIN 42' PARJLLEL TO THE SLOPE OF E' E L 9. CASs N PLACE CONCRETE 5 i0 BE CLASS A3 ,�- R t ' -1 WSIDE THE CHARNEL WIDTH (WI. fY 0E5NA&E FOR CONERa PAVEMENT WHICH CAN BE OMITTED N S11 -{ SVBBASE COURSES PROVIDED A 12•-6"-la•• a 24• rt �3000 PS). PRECAST CONCRETE IS TO BE TYRE A NOSE DETAIL SHALL BE USED WITH CG-3 ! CC-7 STANDARDS • _ • •' �. LY XY Y• F"•'-- S MrH. W* S �. -M ENTRANCE THE ENTRANCE.) YINU4 DEPTH Of 7' I� : '' G,,hrpW 2. ON ANY SECONDARY ROADS INSTALLATION PEOURING CR09ON CONTROL STONE Construction Specifications IS MANTAAED. �� 000 �. TYPE S HOSE DETAIL SNAJ. BE USED WITH CG-2 STANDARDS Y TYPE A / WHERE NO ENDWALL OR EMOSECTION IS SPECIFIED ON PLAID. CONSTRUCTION IS SECTION A - A ® RADIAL CURB OR COLON►TION CURB • Io. 44Y ALTERNATE METHODS OF ANCHORAGE TYPE a 'h' A 4-STUDSWAP CGIECICR IELOED � TO BE IN ACCORDANCE WITH DETAIL 2 SHORN ABOVE. Am GUTTER SHALL NOT Bt CONSTRUCTED THIS AREA MAY BE CONCRETE n - . , n r �n` L MEETING THE APPROVAL OF THE ENGINEER GALVANIZED PLATE FOR TYPE A TO BE BEM ON A/ NAG7_E OF 6B•3O To ANat NCI AT 2C-C. Oo * GUIDELINES FOR GRADE CIAANGE 0 eEYONO IHE R/w uE EXCEPT FOR AT THE OPTION OF THE CCHtRACTOR n ' n WAY BE SUBSTITUI AS SHOWN HFD FO THE CAST NCH CONNWELDECCTTOR SAND END is TOPLATE BE ANCHORED Y WIN r/i % 4' STUD S,fAi NOSE DETAILS 3• GE ACCORDT E�FAQACTO BE WITH tHE SPECIFICATIONS. UNDER µl EROSION CONTROL $TG{ N REPLACEMENT PURPOSES. t WHEN USED N CONJUNCTION CUM WITH $TADNm I_ EL'_'__ MDR. P•LYEHEM 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR SOY. ELLPTICAL OR 4104 CULVERT. WHE US CC-7. TIC CxA9 FACE pl THIS 1. Fencing shall be 42' In height and constructed In accordance With the SECTION A A r OFSL l a-7B L DI']C L WARPED PAVEMENT y' N • OA1EtER Of CIRCULAR CUYERT OR RISE/EtG1i FOR BOX,EILPTCµ OR ARCH ENTRANCE VpUYE DEPNAME MAXYLY SIANDARO IS 10 BE ADJUST'" O THIS TK +'�« r"--� '~'-•/ CULVERT. MILANTA LE CUM9 COKAOXW ED 1 latest VDOT Detnlis for Ch. ln Llnk FvncHmg. ' S S. USE IYPHCAL SECTION SHOWN ON PLANS OR FOR SIDESLOPEJBOTTOM WIDTH AND DEPTH I INCH IMDRE INAN 1500 VPD) 0 f ] ! CONCRETE QUANTITIES FOR MIN. DEF TH II y/:' of CHAaEL, YATCN EX STING aTCN Oi UTUµ C{O ID, SEE STANDARD CC-12 TOP CwR RAMP OCSHGIA Z••IF•- --ll-- 1--Y _----------- ---1� �L--- OEOTExTEE IAEDRru 1500.1500 VPOH 53; e; to BE USED wIIN m5 STANDARD. 2. Chain link fence Shall be fastened securely to the fence posts With Wire ties. r ca+c..HA PIP* - 1.440 E.M. Yee. Co rete SECTION C C SECTION D D x I I I I > 1 I FAME LOW nEss THAN Soo VPp) s 6 Y e Y { PLANS ARE TO ►DILATE WHEN CONSiRtICTON OF The lower tension wire, brace and truss rods, drive anchors and post caps are not t5- co-,<.ela PbA - 1528 CH rde. Cor,rret. I ( LOW FLO.A I .,ELO,a ( .- A ROW LINE IS REO IRCO TO PROVIDE P09TIVE ,B• concr4t4 PpA - 1,620 Cv. YdA Co Xr ( I I r't-�-'9 EC-T MRN. of.PTH DRAINAGE ACROSS M ENTRAKE. required except on the ends of the fence, 24. %AnlXete ooe - l.An C` Yee. Caw Ii, (J/`�� ro" Ana o..w a.Ydl.Rer GRATE DETAIL A.LJ J i>,.LJ DETAIL WHEN USED SECTION g-B OPTIONAL "'EM1E MAY RE wAHPNO a A oe6tiond toot Ar depth AA'lROYAIAtE RCKJNT FOR USE OR GRNUES ADJACENT TO CURB 0.A55I 2' PaRtNaH 4K' Ou1TER TO PRECL PONDfAG OF WATER. 3. Filter cloth sFwll be fastened securely to the chain link fence with ties spaced C-t ion FOR USE IN SAGS WITHOUT GUTTER CLASS E ]' every 24' at the top and mid section. Got. 363 ! 18 be SYMMETRICAL SIDES TO BE SYETRICAL SHUT I OF 2 4, F i t ter c loth sho l l be embedded a m l n I mum of 8' I nto the ground. REFERENCE STANDARD DROP INLET _ STANDARD CURB DROP INLET AaOnt.F sREpRENCE METHOD OF TREATMENT - COMBINATION 6" CURB & GUTTER STONE FOR EROSION CONTROL CONNECTION FOR STREET INTERSECTIONS 'OS 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 12" - 30" PIPE: MAXIMUM DEPTH (H) ' B' 2S3 m4 5. When two sections of filter cloth adjoin each other, they shalt be overlapped S02 YIRCNA DEPARTMENT OF TRANSPORTATION VRG.AA CEPARTIENT Of TRANSPORTATION 302 245 VRONIA DEPARTMENT OF TRANSPORTATION 502 REV. J/01 2OLo3 a4.o, z__ vRGRrA DEPARTMENT 6 TRA4sRogrArION ]02 ]os I AND COMMERCIAL ENTRANCES by 6' and folded ♦u tu_Ol VIRGWIA IEPMTIENT Or 1RAMSPat1ATDN 6. Maintenance stall be perforned as needed and sl It buildups removed when 'bulges' -- develop in the slit fence, or when slit reaches 50% of fence height 7. Fitter cloth shall be fastened securely to each fence post with wire tees or staples of top and mid section and shall meet the following requirements for Geotextite Class F, Tensile Strength 50 lbs/in (min) Test, MSMT 509 Terlsi le Modulus 20 lbs/In (min.) Test- MSMT 509 Flow Rote 0.3 gal/ft'/mIrute (max. ) Testt MSMT 322 Flltering Effic loncy 757.(min) Test, MSMT 322 CITY OF WINCHESTER, VA 1C CIA x 30' H0H1 CITY OF WINCHESTER, VA CiTY OF WINCHESTER, VA RICH DONSIIY PaxnHnLDE FIRE MYOaAHf SMALL DE TRAFM MODEL TYPICAL RESILIENT SEAT VALVE INSTALLATION: SOFT 35spigot sDR3sspig«by 2 IWSERTA$LESHEETA59 DEPARTMENT OF PUBLIC UTILITIE HLTER EAox DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBUC UTILITIE;ovofman.•,aoatgrace npavement areas Un ssoh«w�adirected RcsTRAarIs sltLL BE Err MEGA -LUG FLANGES general s r W4NUK Ira z-s a 4 - I/2" SiitftLER NOZZLE SlWL FACE THE ROADWAY VALVE BOX AND OWT SHALL BE CAST IRON general backllll ( note_) squaro skid pad G mkk- 0np slwll ba set 24"min. abave grnde n casement areas) 9 e SDR 21 gaskatod bH414s'Ix•,x1 lxll adaptc, Co-tt A CG-7 Is LIND. r-o• 4••4r (see hotel z P[IWRSSR • . VALVE BOX COMER SILL BE MARKED MUTER' (see motel ��,ryp�r�� 11/4• COPPER 3/4• COPPER 'r "`-" Y OR C6-B 12-2 MAX {In MAY. T1JeN0 TURI G J4100 r r r r r r VALVE TOP SM1. eE FLUSH WITH FINISHED GRADE TYPICAL METER SETTING INCLUDES: •Y °:tsoala,u +J seo.o,e�oOe,•Tl o,s t, .. °{•ee 18' X 18' CONCRETE: PAD SWILL FE AVAILED AROUND B, r © O.D. B 3f4' x Y alantbutylM {• - ]i ' H s TY C-C 5/e' METER . = 77 :2 :• .••• a :: VALVE BOXES LOGrFD OlR",JDE OF PAVEMENT MF/S �^ _ 3/4' oon(:rete anch« tx>Ils (4 ead-) Opp R� & y%:.• .•.=.=.8.•.,. concrete aSECTION A -A ITPE lal MAYLAtH JONI 12' ° . Y•e•: o VALVE BOX SHALL BE SCREW TYPE FOR ADJUSIL£M 24' Select backfill 24'soled backf'.I p" 5/8" % 3/4' METER SUPPLIED BY THE Rm OF Y1INGESTER '-4 . 4''••T £ s0e note see note adl,A5man1 rings (71• max.) 0 minimum I _ _ _ YOKE INLET VALVE - FORD MOOM 5"4-223W ' , (. ) ( ) � B 8 2T askeled _ RaA.�. g � A4 •SE TION B-8 YOKE OUTLET VALVE - FORD MODEL HHCAU-323TV .-: ' I358'a4' ppo am ftLn9s rAUMICA W 00%ES ` •• ° - s l- SCH 40 J T /KA7�(a R' YOKE BARS - FORD 13M t2• ::: �::: : `a 'T i' O.D. 6 O.D. (see,rota)txHt wyc sotvont A Y TR,q�y, WAY SA O.D. ro //2O.D canaaleASTNC-t50 weldeap o� � x OCI PORATION STOP - FORD 3/4- MODEL F01000 ;� j:•°•"::••� ° •:•:•:•:•: ' .: i 4D0o ps, PHHOviOm # METER BOX COVER - X3ZT WITH! STANDARD PENTAGON MIT ♦ r r M•:� :titi�:s• •.��'.'r :�:�::: ' • r •:. -' t • - - ` WOO" inor 16' � O METER BOX - 18'X30' NCH DENSITY POLYETHYLENE G 5 w arprool oaa,&Ig 1 aria 2' - 6" VARIES -L Joint stone CS-55 by Conseal V ncAn-I sae RV 30 b0o V U7 V . .''-�. n.- etOPe 1fF rn r r r « r r r WINCHESTER APPROVED I J 1�1 ark«sdnof nts 4 V CROSSWALK FIRE HYDRANT STANDARD CONCRETE ARCH I�voonron�araon TANGENT PLAN ' � W K jomsaretobesealed TYPICAL PLACEMENT TYPICAL PLACEMENT e. w� ling gasket + 5 WITHIN CROSSWALK ' M p er = see note) general backfa 4 a oo e ; "M TYP A (PERP AR) ePP4 �A7 HET[R ATAHA2 Z general backfill k)cn:i«, marker, e - --- 1fi• so - 4' THICK ( AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION --- _ WITHIN CROSSWALK �I1 _ .]l� varlanb 3TI•mY,. NIA( �Mp1O _ AND EXPANSION6• MAX. / lf- I( / I- QPpPe to maMdc .• (4Y' WDE)GEOfl/1E0 A T LOYY LOD N • EEr fOR IEW s METER THIS OESHfaI Tp3 D F 11uT w �LTXN 2• URN. IN IANPavLu AUEws I. rate ALTERATIONS Harfs Ca4STRL1CTICK6 !'WIT FOR ALE[RAE t*ta. ION (WITH BUFFER STRIP) 9«P r.f•:•... CONCRETE PAC) REWIRED 1 2' 7 2' I.D. connecteon to � • YTf• •:• ° ••. W r by 110X In sleevo .•II.. '•:•F:j•••' O Q 4• O.D. O.O OIL St11WKC iK Ftt1 WDtM OF TK RAM FLOOR !Y 2 FOOT N LEROM N M DKtT ION a TRAKI. ♦WYr I rry r r _ k smooth t0 Pror'dea BRASS ANGLE METER VALVE L OEtEGtA�[ WMNO TO K 4A45 A•J OOHICR[tt (CLASS MI f PKU6TI 'RTTN SLIP RF.9STIMT tIf1EGrAL IA'{T}I CAPPER FITTING Of B' B B Er smooth f transit in to out +-0, nTd T�WTLhK wTN THE TRISLCATEO DOME O[T[CTNL[ rAIH�EC MAr BL IISID WTM M AFMOVL («Ndl oonrwrJiorts `^ {)'rnax. tK 1� v _ _ Tip° 2. TK D[T[Ci�[ WAVOC SMALL BE PROMM By 1T[ICdTED DOLES, TRUNCATED OOWS TO BE STMPEO DOUBLE 24' select backf0l 24'sefed backfill " flap of bcnUawll vcatod 2'x V with f CASE• a MECAST N iQ► YYWICL M COLM OF M OETECTrQ.E vARlIIO 5[CTTOM FMLL SE A CH ECTC v,LLVE Z SCREW TYPE eseenote> (saenpte) prfCaSlinverl« «„ __ TRUN ATED DOME eSLaNrRASTNC COLOR REIN ENE AD,TACEENIIT SURFACES 4AaAcaIT awrACEs IMELLM R-OMO mESL 9r Pup 6• pakY,;ntl can (j`I COreLT .1dHT WrtM REOI/1[D GIMP. ( _ bottom rn loan rharxlcH D.2 " 3. MINI' a RAM MAY T GRIM / eALLY Wt. RAP BOOR OR RY VSNG Pmess E Z Ls�A/��A' 1HTd�ODKE VALVE BOX - .rl. `� f Ei top of a ffi W pipe al 2.W°e green E TAB. 2i(e" C-C TRIMJlT1]O D01E {, f RAM fLp�t T. E1�ES 1R).5T « MOVgD FaT ppR(� yR� $p TitlT 5p[� 8dM DOs camOl) TYPE 4' CO P� �57USTOFlENEWN. c stono L l,. • L - -A _ m:nenumgrade C/R K C,l4T M!S M(�/$ PLAGUE OM. M[GB ISS PI.KL All[!T NT 01 M[O/BT RNA R T 9fILL CL A-4. (0 0 3/4' COPPER TUBING .... Ii20.D. - I { y --v �► B. R WHO• 1M R . MMRM CaR'FLTE TYPE 'K• TUBING 0.0. .A I ; O O O O O O O O o O S REpy1�p y� Tp N0. S Y 8- HALED T CEMT[R 7p CNT� KOIC IOtN SODS /X TK RAW > • • • • GATE VALVE _ _ _ OOR. Om RAID OOR CQVO! / ::••y:;e : ^P. _ S CUWCLM APO BUFTER SLOPE TRAAFTIOEB ALLACINI TO CU IS FALIS ME ELUDED N PAYMENT cE j oee.. ; s f... '. 0 0 0 0 0 0 0 0 0 o D o o FOR uREvare AND artrtx •.•::.: 6• beddYg stone Hole: If top of main Is 000000000000000 •• L L 21� c•c ?.WHEN L GAWO TO MTTCHHi ITIC CIAOMp ca-3 OR Ca 7. THE CURB ICA FACE a THIS STANDARD Is 4• MIN. 7 STgiE ° :: •" �- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 R- 5 greater than 15 tt deep TO K i0 MATCH TTE Allf dlis AIID COKTOIRATIOHt 4 conttete concrete use heavy wall SDR 35 0 0 O O O 0 O O O O 0 O O O O 1'• e. we RATS ME TO TIE LOCATED A16 SHOWN w THE PLANS CIE AS DIRECTED, ITT TK EAMADER. THEY ATE TO FIRM UNDISTURBED - -}, concrete Oatllo it 1 O O O O O O O O O O O O O O FA R AI AGtCS9RE RAFT[ IETIfI T! RY.IFf OF WAY OF A NTI. '1 ' 3/4• f±TCLSS EAt7H A. - NOTES : t. Manhole Se lions shall have an external coating Of approved poHYTt'cr fi m water pmofng poor to IrWallation. ! ,. ; v., op F Y A OF METKR $WIIY 6 ETSS at HIOKxF3td{r• TKY CWPUNG NUT ✓i ° A .' <'- 2. N ad;esitwn! eleva'ion eXC(ted2 two when use concrete usm,ent 5 Ai,h a erle,ior coat ,y of main is gealtt O O O O O O O O O O O O O O O , L UOSSW As smom OM RAEIS AS h' TK TJ'IORiDI, p LULU•,.°.•.;. �:i �I m9 n9 �. acAim K STD► ems. [DdTNG DU,I POLES,fK mOt1NT2 j8Y(•::8:::: •Y::•�j�;� CONCRETE CRADLE CONCRETE ENCASEMENT proofing. I,ar"S'deeP O O O 0 0 O O O 0 0 O 000 WIN" 'OCT Ram K 0[nE0 AS A cORTNuaHAa IRIoesTRutr 14"lope adjustmenl 01 manhole Name may be by shims and rron-skink grout_ _ - ; ! • • 4 SI FEY TMIT IATN CPoLIPED O 00 O O 000 000000 n.eAsr ana( 3. Foals !�`'' CTRIG QCYOHTS Or A fACILlty 1Wl LtAE4 M :••;: •"; °r•• S.';•;'NAbtO.pF�[�xD wuPm aY par H� WITH Ma r�ErrtlT 4. Skid pad to be placed around manhdes located in allolAders of roads VAY LIt7i E RA IA S MAY HIE RACED IOW RADIAN, OR TAMDENTIAL SECTIa6 PROVIDED THAT M aM OPIEAANG. IS RACED • :E sue••••?:� ,:d:•,'.jg:•���e.;, OF 3/4' COPPER PIPE OURET.•::Ce•:IS;tiSg::T•,•:e:=:o.;2j:• :: HYDRANT TEE 1` WATER MAIN CORPORATION COCK ASSEMBLY .•::::::::O:g:.••.:.,.;°_°•.•.":.•:::• BY USING .CANT FITTINGSEST AND PEE fTESIR/JNEO 5. Flat top casting shall be used on shaAk manhole (4IT or installations. . ; 4 - 6WRIRAL WITHIN 7K LRITS TK UMSSWµAL BY KANIC MEGA -LUG RESTRAINING FIANCES 10. T TE SIDEWALK TS (- TOOL !K [THE Dom RIOt "" ACWIRAOMTE LD WIRE NOTE: Tobeoompadedto95%ol ASTM D898 maximum derlsi DE TECT 08 E WNeRNtNG Ra it MM tr i Or MROPAtEo 4E,wY TwtR RAsrle iK Cd1r=T[ 1�•WIKR OiPTM SMOLLD K NfMAYD IINo BRIER h STANDARD MANHOLE Revised GRAVITY SEWER SERVICE LATERAL TD 71. ONE DYER 115 FELT MM 16' Figure 12 Oct 2003 Figure 15 WtaAYAAWA- STANDARD DATE- 9/01 CG-12 DETECTABLE WARNING SURFACE STANDARD TYPICAL RESIDENTIAL WATER SERVICE DATE: 9/01 STANDARD DATE: 9/01 TYPICAL VALVE (SE BOX INSTALLATION WV3103 TYPE A (PERPENDICULAR) APPLICATION so FIRE HYDRANT INSTALLATION TRENCH &BEDDING DETAIL N0. 5/8" x 3/4" DETAIL N0. DETAIL N0. WD- 1 SCALE: NONE DETA 8 SCALE: NONE WD- 9 SCALE: NONE Figure 1 703.OS 'g10HRA D[►MIYLND p 1RA6/ORTAIIaI PROF�A P Op SEAL gilbert W. clifford & associates TITLE PROJECT DESIGN R.A.M. SURVEY adivision of AIKENS OFFICE BUILDING4 ADDED SUPER SILT FENCE DETAIL 3/31/04 LIDS Patton Harris Rust SL Associates,pc DRAWN DATE c) Engineers. Surveyors. Planners. Landscape Architects. J.D.S. 1 1 -19-03 3 REVISED PER V.D.O.T. COMMENTS. 02/09/04 JDS , ALD a MISLOwsKY, J. z MISCELLANEOUS D ETAI LS CHECKED SCALE NO. 020674 117 East Piccadilly Street, Suite 200 2 REEED PER F.C.S.A. COMMENTS DTD. 12 4 03. 12 22 03 AC 0 13104 D + V STONEWALL MAGISTERIAL DISTRICT R.A. M. SCALE � Winchester, Virginia 22601 1 ADDED F.C.S.A. FIGURE 4 DETAIL. 11124103 AC N0. DESCRIPTION DATE REVS'D VW' RED APRV'D DATE A'1'pF ���T 540.667.2139 DRAWING SHEET FILE N0. FREDERICK COUNTY, VIRGINIA FS N� F 540.665.0493 REVISION S/ONA 8 OF 8