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HomeMy WebLinkAbout05-01 Sheetz Convenience Store (Martinsburg Pike Location) - Stonewall - Backfile* CoNsTRUMON NOTES GENERA, I �1_ - - I I . 1. The,.�controctor ,shall furnish all materials; ,labor ond'equipment and perform all work including restoration for the I . ;, , -, � - � .4 11", 4k ,�, � k . , ;_ 1; A �6 � ... �0,­I inr tha I completed: installou n ol �Lhe L11 ky SybL rn�l UJI U V � I UI 411 11 1PI V.VV' U' 0 a V ' V 1, . ly I ' ' . I compfeted facility ready for use. Unless otherwise notedI S ec!f ,icoti ns' for all work "to. be in accordance -with I I �� � applicable Standards and Construction .Specifications of The,'� ,� , Pportment. of Transportation, Virginia . I I I 11 Deportmerit of Health, Frederick, Cognty,: and', the contract documents. I , , , , r ,,, , ' I 1 2� The en the , er . has attempted to locate 6xirshq Subsurface' ultifities; however, such ;may exist that are not shown. I . - ,-, - . I . The con I lor ��Shalll exercise core in this work so as 'to avoid' damage to any utilities. Any domage shall be the . I I , I � � I cootrqct e$ onsibilit ' The contractor Shq[1 notify- all utility, �qrn ' h . Call 'Miss , ,Jt � . utilit ,gr s P ,Y, , I , . I � . - ponies. 72 i ,ours prior to consiruction ___ � I . . 3. � , 1-80 -, 57-1777 , , - ' ' , , � � I he contractor 'Shall 'be resporisible for oil construdtibri stakeout. All dimensions, elevations and locations shall' 9�1" I be verified in the, field by,eoch contractor prior to beq'inbin the work., The Engineer will approve, all cut sheets. . I I A A ; n �­] -k-ri'mna MnAi;nni., Anrntihfairairl dunn 19i cn-i— nf the work shall be immediate[v brouoht to —9 I III . . - I V � the attention of the Engineer and/or, the Owner. 1 5. .Cortroctor to I obtain, at his expens ' e � I oil permits -required of this work and shall faithfully adhere to the permit . , - coriditiom imposed. . . I � . 1 6. All odi,ng for improvements to be confified to the project area. Any work perl'ormed offsite is the Contractor's . responsifility', ' � I . �i I ' � . I 1 7. Cutsheets shall be- gubm itted to the En ineer for -approval prior to ordering structures and start of construction. . . ?� . e All cutsheets� should show e,xisting ground eevabons at centerlin of utility, structure or rood; and offset hub elevation. r � . . I I I I 111T. ORITY I I ' EREDE ICK COUNTY, SAN11910H AUt.80RI . � ,. I - � . I I I 1� 1. Water and sewer lines are to be.1canstructed in octorddri0 *6 th4* plans. The lines shall additionally meet . all requirements of thptll�r,ede,,,"!�k County Sanitation Authority', . ' , . . . 2. The contractor sho nor note with, and arrange for inspection by, the Authority. , I I ' . 3. Exact locations of water anti sewer services -on new lines are to be coor0i�oted with 'the -Authority's inspector, , , Ir I I .. 4. The Sanitation Auth9rityIs -mdintendn0 deportm�nt is respo . risible for the,installotion of water meters through 2' in . . I , . I . size. Before a permaNat meter i§ set they, require: I - I � ,I I I) the frame ,and over be proper aligned with itsf.meter box and yoke ,bar 2) the frame and cover be set I th fi I I .1 I � � , . 9r,,de of thi� t; 3 - I pp, I PI I 0 le 110 � . at the Lwe�n the, to 6 li�;ell,,e, and the yoke'�bcir be between 18 and 21 inches; and A to r orking order. It is :" dev Pe - � . =nts � �f ,)he -'meter box assembly tar be in elo' r's/tontractorls responsibili� . , I I I I . to �meter box qssemblyihstolled correctk. 1 5, ror water and sewer services that -connect to existing liin6g: I G) The location, ,of the service lateral is to be coordinated With the WthVity's engi eening assistant. An application All � fP f6r, ser I OFI ,vice hust,lbe made and ,fies paid before wA ijill beqin�,b) The ty shol-furnish dnd instoll I , � I all 5/8.', 3(4, . 'and 1' water se*es. c) For i'_l 0 cind 2 "services the Authority sholl make the top and bring ' . the pipin ( dy� !. Te contractor is f I niSh and instot,the meter vault memb�,. The � 9 ; a th �rope line n - � toll, tt�', _ IS, , ,� Authdrity will inslo Me meter. ) the Authority Swill, il a 'SeWir r later , 0 1 , , I . I . � . . I 9 . 1 6. When an exiiStipg water main is top. ' the installation of, a .new- line:. � a) The Authorit �hcill ,furnish all 'labor It folaterials to, rhoke'the to - b) The develTer/contractor must:,(I) kke . a plioation to( ,4 tap, (2) ,gaj deposit (before'vork be ns); (�), ma� ,, - - I - - a I - ap; (4) make final payment . I - I 91 r w: the work is, completa . � I � r � 7. The, ciontr%tor shall tie"In a new line to qw;existirig manhole lby core drilling the mohhole. I I I I , I , I I I I � . . 8. my water service line ',must have 4 6016 check 4*e or RK tbackillow :prevention- assembly, as required, installed. The assembly shall, meet ASSE Standard NO. 1015 or, 'fOI3. A remote,roodout is lequired� . : 1 9. All' , -,fire lines shall have a detictor,double cited vq& ba,t-kf,lo� ' ' ntio dsSembly or 0 lZPZ Wclkflow prevention I 1, . I � Y Shall ,M , , , , r, " , r'v� . I I I osse4ly as required. fhe ,assob! . eet M� : s0riddrd''NO. IP64B, at 10+7,: A remote,� t6odatit is required. I , . I . . I , � . � , I - '. I I I I . Wo's-1014 CONTRO I I � - * . 1, 1 . A Land Disturbance Permit W.41 be required prior to initiating any site work. This ' ermit can be obtained from - I Frederick- County. , . I I ' p I 1 2. ' Te d ' 'anent erosion -control Structures and. methods Ao ,be in, accordance with *the Virginia � Erosion tontral Ga6l"nes and, local ardinanc6s-and �to be utilized during the.comstructkri period. 'ilon sholf�be continuously rpointoined . 3. All, er-6sion control structures' �fiown' or us re uire,d' during 'construc , � � . throughout 1-he period in wlhi�,hl gre' � el Areas 'Shown to be surfaced ,are -to bove Stone base installed , - , os are denpa � I . . 0 A* edrliest, 'Possible dote: oftif estoollshir,ig. grade. 'No ared� is ,to remain 4enbded, lor,fincre than -7 calendar days I I I wh,en� poostrqction [s not in progress. I , . � 4. Contractor ',.to-�cleon up. andr restore disturbed areas immediately upon completiori of'pipe-' laying in the -affected I . I � I I area. . � , , I 1% I , . I I I - I . .5. All unpaved, areas of the site which are disturb,0, ,by this construction sh%lt'be provided with 4" topsoil, I I . fertilized', .seeded, compacted ofycl mulched. Seed bad to, ,�e wattred and car for as necessary to provide a I I I . . goo . lown I � - h -be ,di ' I, ve d a d s eo chieve town conditions. I d , parity grass cover, Areas� not, groded s �ajt sceo, le le� A �'� eed to, a ' . . I .- I . I . . r I I I I � . I "I FIRE ,&-,' RE'SCUE� I ' . I � . I ­ � I . _Pr� . - .. . � . � I , t.� Burning of land clearing, debri's requires a ,permit ,from the u rsholl.* Burning of construction debris on site 1, � I ; � . � � � Co, nly Fire Mo I , . . , �. - . . is P!,611b4a, I I I � .1 I I I - � i I 'It .be ' ain mes' d" ' truction. Temporary street signs I . .. 1 2. Access � for 'emergency veh, Ices Mus -M. ,tailled at, all ti oring, cons i I I must be posted as construction begins, Contractor must ensure that parked vehicles do not impede aciess Jo fire I � . I � . i,fi, I [me, I , ydrants. Fire Hydrant$ are not 'to be obstructed .at any ti I . I I I . . '' . � - . I 11 I % - 11 .1 � . "", �, , VIRGINIA DEPARTMENT, QL,]rAN5POR,TAT10N I , , , ­­­; � � , L � - I I'll 11 ­ �� � � I I I . I , , I I . All work on this project . shall confo.fm, to ,1he latest editions of 'the Virginia Department of Transportation (VDOT) I I I � ' ' . � . Rood, and 'Nge Specifications,, arid' Stdridards,.'The V"r' inito ,Efrpsion and Sediment Control Regulctions and any other . � I . � �� I state, federal or local regulgtions, applicdble. In the even conflict between any of these standards, specifications �, � . I ' . I I . I or plans, the most stringent shall govern. . I � 1 2. All construction shall comply with ,the latest U.S. Deportment of Labor Occupational Safety & Health Administration , 11 I I and VOSH Rules & Requlaflons�, I I I I � 3. When� ,working on VDOT right-of-way-, all traffic control, whether permanent or temporary, shall be in accordance , .. . - I � I -work area protection Manual. Furthermore, all traff1c control flaggers most be 1, with the current editi, VDOT's I .' I ,� . I � . ceftified. in,,accibridunce with VOOT's January, 1994 (or latest edition of) Road & Bridge Specificafions, Section . � I : 1104.04��C, - I � I . , . 4.' 'The developer sholl be responsible for .relocating, ,at his expense, any and all, utilities, including traffic si nal �'. , . � � . 11 I les junction. boxes, controlfera, etc. owned by V�.D.O.T. ,or private utility company. 'It is the sole .responsibill y of I , � 10 ?� � . . 11 . ., - - . I , he developrier to tocate and identify �tltihty facilities or items which may be in contli,ct WiM Me proposed constru, on . . f , . � .. c ti I . . I activity. Y,,.D.0,T approval of trhese Plans does not.,retieve the,' 'developer of Ahis responsibility. I I - r I � , 1 5 � �esign fedtores,-'relating to ,construction or 'to -reguld .tion, contr9l,and safety of traffic may be� subject to -change . . I as deemed n.e0essary by vlJQ I, Any additional eypense in( ult, of qnyfield revision. will be , I . , . I I responsibility �of* the deve,loper, � I I 1 6. , r),rior to"6tiation of viork,'Cbritractor shall be responsible for acquiring all necessary VDOT land use permits for . : I . . I any work on VQ0T right-of�wdy. � . 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the � i I engineer and/or. developer with the Otte I , pdance of the contractor, various County agencies, utility companies and VDOT I . prior to 'initiation of work. 1 8, Contra6tor ,shall natif the local VDOT Residency Office when work is to begin or cease for any undetermined I I length of time. VDOT w"(1, also require 48 hours notice for any inspecton. I 1 9. The Contractor, will be responsible for maintaining adequate access to the project from tfie.a�jqcent public rood- , Way, VOLI , construction and mcililteriance of d construction entrance in accordance with the Virainia Erosion & I diglent, ontrol.iHon I db,00k, SeQ 102, Further 6 - I I . ;,. , , ' ' 11 *6o more, access to other properties affected by thTs project shall ,be I I - m,ciintainIO tinr6ugh ns,tructiqn, The Developer .shall have, within the limits of the project, an employee I � certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall � I inspect erosion and, sil'tation control dev"ces 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 I construction. ' I I I 1. All, water and sewer lines within existing or pro osed VDOT right-of-woy are to have minimum 36" cover and, I I I when possible, ,to -be installed under roadway rain.( qe facilities at conflict points. � � ­ � I 1 12. Any unusua[ subsurface conditions .enc9un er : during the course of construction shall be immediately brought to , I -.1 the attention of the engineer and VDOT. W,or , s ill cease in that vicinity until on adequate design con be determined I . 1�_,-� by the engineer and approved by V.D.O.T. � I 1 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement � of fill, Where CQR testing is requiredl, 'a \/.D.O.T representative shalt be present to ensure the sample obtained 1. is re resen'tat,ive of the location. 'When soil somples are submitted to private labrator'les for testing the samples shollp-be clearly identified and labeled as belonging to a p,roject which will be accepted by V.D.O.T. �Ind that testing , I . � . shall be cond'u , ct6d" ciccordinq� to applicable V.D.O.T. standards. � , 14. All fill, base, ,subsurface material and backfill of util% ,,arm sewer tren�hes shall be compacted in..6" - , . 1 10114wol 1 . , I ,/st . � lifts to 95, theoretical, -'ril'ox'Imum density as determined by AA HTO T-99 Method A, within plus or minus 2% of optimu at I , m m stuire for the full width of any dedicated street right-of-way; At the direction of VDOT Inspector . I . � density tests performed, by 0 qq.0lified i6d6pehdOt � agency shall 'be conducted qs required in the VDQT Road and ' . .1 Bridge Specifications,, - A copy of 011 test sh to VDOT prior to final VOOT a'pproval.., I . - 15. VPOT Standard- CD and, UD underdriiins shall be installed where indicated on these plans and further where I . determined necessgry .by VD6T Ifl*cior. I I 1.6. The installation of any entiances and,, mallbyxes within any dedicated street right-of-woy shall meet VDOT - , � I � mimmum ,design' standards .6nd 'is the developer s responsibility. I ' i . 1 ,17., Prior td iacc�ptanco, b VDOT of any stre0s, any required street ,,,n, overnent markings must be installed I I I �. - � I &V�s ;discretion, by VOOT a ton account-, receivable and/orS signs shall be thirty (30) inches toll . by ,the developer or, 'at V n e basis. fop I , . I � I . With high iqtensity sheeting, The ,bottom ,of, the sign shall be six '(6) feet -above the edge of pavement and installed a minimum . , � , I of,.f6ui (41 f6ef 'irom 'the edge,,6f pavement. Sign.,,posts shall be of *0 type f9und on V.D,O.T.'s approved list. A copy of this I I I , . . list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding . , . I Ir , I I � I sign Material and, 'placement,' ' , 1. 18. The develaper must provide to the �local V.D.O.T, office a list of all .material sources prior to construction, Copies of all invoices I r I for material ' 8 w4l1jn any dedicated street right of way must be provided to the local V.D-O.T. residency office prior to acceptance of . 1. rk. nito , nd total prices mo .* I the wo U q I ,y be obscured - 19. Aggregate bases and stib�bases, shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined I I I , I - , I -10. A certified - I using the density control strip as specified in-V,D.O.T,`s Road and Bridge SpecificatioQs (Section 304) and VTM I ' ­ - . compaction, technician shall ,perform th e tests. A certified copy of the test sults'shall be provided to the Residency Office. In � I I .,e s I re ' . Rion to checking s4orrl, depths, a, V.D.Q.T. representative shall be notified and given the oppo I in oddi I I rtunity to be present dur' g the I . I construction. and testing of the, -density. control strip. � I I . I 1 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge 5pe.eifications .1 (Section 315). Density .will be determined using density control strip as specified in Section 315 and' VTM-76. A certified compaction I � I I ' , It I technician shall perform these, tests. A certified copy of the test, results shall be provided to the Residency Office. In addition to checking storn 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 contro[ ' . t I . . ler 21. Approval of 'these plans * shall expire. thre6 �3�,�ears from the date of the approval letter. � . � 11 22. CC-12 Curb Romps Persons with mobility imparements) should be constructed at locations shown on the plan sheets or as' � I � ( . I I � .1 I directed by the V.D.O.T Engineer/ Inspector. .. =1/1 'I, � I 11 -- I I � * I 9, 11 I �� I 'O I'll, . .- I � �� — - :1 ­ , .— I � I ,I '114'.." . 11 .- - "I -, I � �', � I I 11 ! � ", � i I 'I' i ­­', .- ' l , - I-` P 1­­ t".. I I . f. � I to ""i � I - I � I I �, . ,­ I .11 " . . - _ - ,,� , � I",4 , , 1, , , r�, in $ � . I � . Is, I , I . I I "' , ` .. 1, " � , " T 'e� — J* �f P� t - ". l!" I P� � . I I . 11 I 14 I" I 1.11 , 11� 1, -,� - _,.- , , i . �, , , , J_",-o I - - -1 � I �r � , " . 161 - 7.1, - I, � 7 0 _'I� i 11 I , , �:..r , ', �, s " � ,,; -,;e " -, I �v , i qK � ,� I - f I � 'l- 1_� , I 'I " �', �t "" _ - S I V I ­_ I I - . - ,�* 4 _ � . , ,�i5 I % . i t .- , � I, � I � 1� I— 11 " �, I -A .1 11 I:", "Ill., � 1- �0, . - . It,, � . 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I � � I " H$JI1"`11Z_;1=1 0 w . L-MH %A"111111=1 C) W Ulf VIUYVI 0 � I . " 150-C Olde Greenwich Dr, - 200 North Cameron St. I I Fredericksburg, Virginia 22401 . Winchester, Virginia 22601 PHONE: (540) 898-2115 1 . PHONE: (540) 667-2139 FAX: (540) 898-2115 ' � FAX: (W) 665-0493 � . I I I � REVISED 1-31-01 PE F.C.S.A, COMMENTS 1�,_ I H r],�� Fo,�3� 1'� 1�� ,e" ;�,& I I ft 0 � 9 ,P L 1�' g Z T, 1.�M I /SL 0 W "SK Y, �, R. z NO;- 020674 �_ I" 0 311Z,�01 � L, -, L , _� . ,- , 1�_,V, ,�� , � �,�� rpLAF ­ llrri�., , 'EJlNAV SITE . 4 '� . I a�A -,?-1t1AtWZ,0 91k, � 44 �,', r,-,--- . ,_­ __­__:��, ro/ I ;, Pr Oiled Number. . - � Sheet Nulb-11b wA---xr 1 of 5 I/ . q) c ' VDOT PROJECT 6037-034-103.001 INCLUDES N/1 IMPROVEMENTS ALONG THE U.S. ROUTE 11 FRONTAGE, WELLTOWN PIKE, L.L.C. THE CONTRACTOR SHALL COORDINATE WORK IN THIS PIN AS STATION AREA TO ENSURE POSITIVE DRAINAGE FROM THE SITE usE: TO EXISTING STORM INLETS, THE COST FOR PHASE S.B.L• ZONED.- SD: 62 TWO IMPROVEMENTS WILL BE PAID BY THE DEVELOPER. __ CITY OF WIN�CHESTER ` �r 4 ' WA TER SER 110E LINE _ G R A S S M E D I A N _ i \'1 10' IF. C'. S. A. WPM i; , 0 ANON f (APPROX. L C U. S ROUTE 11 { .�,_.-..__._..__..�m.-.. ___-_..�.....�HASE T1A10-._-_4QT_.-CACTDIR_TO PARTINSBURG PIKE EDGE OF PAVEMENT CONNECT ROOF DRAIN TO STRUCTURE 'VARIABLE WIDTH R/W) PHASE ONE -- PROVIDE TEMP. PRIMATE SEWAGE FORCE MAIN 8-5 IN CONJUNCTION WITH VDOT SEE VDOT PLANS N.B.L. WATER TIGHT CONNECTION TO POSTED SPEED LIMIT = 35 MPH ASPHALT TO CITY' OF WINCHE.STER SYSTEM 3 FOR CONTINUATION ISTING 18 CMP. PROJECT 6031 034 103.C501 3 "'PROX LOCATION _ _ E FC�R MAIN G ---- _ _. -- _ -__-- _---- _ .__ MAINTAIN EXISTING WATER SERVICE _ SIGHT DIST = 35O FT. MIN EXIST9NG WATER SERVICE TO f SIGHT DIST = 350, FT TO ADJACENT PROPERTY (MGDONAI.DS) EDGE OF PAVEMENT _. CWRDWd1E 'TEE IL9STALLAlION WITH I T FROM EX. TCE , SM FULL DEPTH E NCREASE 0 2 __.._ PHASE TWO 29.3 __._ __ ____ - OF PAVEMENT INSTALLED BY VDOT � vDOT coNrRAcrOR� WATERMAIN RELOCATION. - _ ° CONTRACTOR IN CONJUNCTION WITH I.________._ al(701.23)-�- - INV. {699.351 - �._:_ _ _ _ w ASSY.DWITHR LLAR�S _ - w w INV 698.63 ati - - _ - VDOT PROJECT 6O S7 -034-1 O3.C501. i (FCSA SPECS) ' ;. II 1 CMP •,° �� 25 R CURB SHOWN IS BY VDOT. .x�1a" CiAF _ __ _ - - - T -_ W _ �- _ _ _.. ._ _ - ( � _ __ EX. CG 11 .. ' 2 10 X s TEE END 4 PVC _ II EX. MC'DONALDS l 4 -- - INV.-698.69 1 ;�-, 1 ENTRANCE y r„ ROOF DRAT INV.=698 59 IIII I 1- 6 GATE VALVE • I, I� END PHASE ONE s (,1 a (TO BE RE�iOVID) 's 1 1/2° METER FROM j CURB MATCH EX, f EX. POWER POLE TO ti SOT It ------ 6 I LINE AND GRADE. ;` RQK• t EX CITY SERVICE I EX. PHONE BOOTH }1 `v E RELOCATED TO B' ? Ape OWNIN.am= R A ; s "g {TO BE REMOVED) I -- -..___ \ BEHIND PROPOSED CURB ' PROJECT OMITS IRS END PHASE ONE G R 'E c °( EX. INV (699.33) � � -CURB X. � � walam A S S � __ I n � � LINE AJND . ., ° N 4 5t' S" E 00.00 .� � 6(15ti' 2 � I PROPOSED PEDESLAIL G f T ' :� SIGN. SET 10' FR!OM �''' �� EX�!'. �NGN _ ; ._. _. _.._ _-===�-=�•.®:.r:-�,�...,_,---:.:,���:-.- _ -,• ,._ � ° (TO"BE •REMOVED)" INMWPP .� 0\ (EX. POLE TBR) Q , � � PROPERTY LINE AMID ti,� / `���' ' � .ro .; :_ -EX,, � - •----- -' 2 , r :: v M�- FLEtx`2.04 5 ` F�;�' FROM CURB / - c �. Pad R(MOV?� ` _ a EiCOREf.... RF - ((��NN \'��, # -"(TO BE- REMOVED) EX. 1NA1ER SERVICE z I a � PROPOSED P i DIE ANO S t t _� P EIDER TEIZAL- x FLAG POLE '` , �� a BE REMWVE t , r (TO D)" TO BE RMVE0 9 i WATER METER O ( �._ GRA 700.59) 1i.� C1 GRASS �� .� ` �'. F,x EXIST. U/C j,� € ' " I �1 VAULT WITH F OF SILT V Y I / ) " °{TO BiE { ME *7 CONC. PAD EX. SIGN �� EXISTING SEWAGE PUS' (:; o o _._.vwl_.. ° SH I P $?AIION TO REMAIN ,► F.F.E. CONNECT NEW SEWER k b g 78 -5- ,�1 C Q � . ; TO EAST. 1hNERi � a � � � ®' �Ex. caN�>� , { R _ - EX. SEPTIC TA* Y 4 \ y rn �• I___ 1 , � � �'6y- \ _ v (TO BE REMOVT] F • �.x t •" �m ° - • x. II � PHASE 2 - 22.9 M, CG-6 AND 6 MT �t� (� Ru; Eay Ci / �� �7�^�p�/� y a 'r II .IR1. Va.� ct:T�•Ni ._ +Vf1.) J7MV7uG ,. �p f � " ¢� +P�'��'' SM-12.5D TO BE INSTALLED BY VDOT �� / ° ''�, Tic LOr;AlION ���"� °); g PROPOSED 85 FT. CONTRACTOR IN CONJUNCTION WITH I t� • X' CAS` �s _ 6 . • i I INTERLOCKING BLOCK VDOT PROJECT 6037-034-103.C501 ;` �- �� EX. PEDESTAL. & ° PAD �-� � L PROVIDE 2 �� � _ � �_...� _ w� � �P�•� � �; O CT TO RE METAL OVA SERg10E = Ex. "E �' ( I I RETAINING WALL Y• P;. ` ?�� �\� IR / c, -R W (TeR) IV�REV,6WTTER A N/Flp a r REV. GOITER ,, ya° (, ,. •' .__ , FRANCHISE REALTY 24 x(50 GAS CANOPY. „ I - ....._., �._.w__.. SON E- M/I{ INTERSTATE CORPORATION END CG-6 Ez. 4`, • o B • F \ ..� BEGIN HEADER CURB PIN 43 A 48E3 SP `� Y '� DB 490 PG 6,32 �y 4N�E,SfO�Rcfa c I I USE: REST. AURkNTPHASE ONE REMOVE EXISTING caNeLB2ZONEDASPHALT CURB, PROVIDE PAVEMENT W' WIDENING PER DETAIL SHEET 4. 0 v�' fF s o32� \ g 57 X. n „ I END PHASE ONE CURB AND GUTTER RE • . , {�.: _ AND FULL DEPTH OF PAVEMENT. EX. POWER POLE TOX�''\� ^ . •`I`ti�l.• • d 'BE RELOCATED. (EX. POLES TER) EX'SEWERLATERALCONCRE N/f (APPROXLOA Oh�R) PNE MOTOR COMPANY I PIN 43-A-46 & 47 4'x16' ° GAS '� 4 DUMP'STER PAD _I 'f ` �= fSLAND CTYP: (TO B REAIObfD) s _ USE: VACANT • ,, o�. ZONED: 82 -"� `'' EXTEND TELEPHONE S . -- ' NO OUTDOOR STORAGE LEGEND: \ SERVICE IS PROPOSED ON SITE A DEFINITION ABBREVIATION DEFINITION c ''L. CLUSTER �k o r TR, TRIPLET Fc. ALL PROPOSED LIGHTING TRB TELEPHONE RISER BOX CMP CORRUGATED METAL PIPE \"\ ;,�� �� "` �- -�` _ - I 15.38' SHALL BE SHIELDED TO TSHH TRAFFIC SIGNAL HANDHCII_E CO SANITARY CLEAN OUT f '°9�' (' , �,• n I PREVENT SPILLAGE OFFSITE. TW. TWIN ECB ELECTRIC CONTROL BOX �_ �00 Ay • ` € �_ � F.F.E.FINISHED FLOOR ELEVATION CONTRACTOR TO EXERCISE CAUTION IN V11:, WOOD LIGHT POLE THESE AREAS DUE TO EXISTING UNDER- WM WATER METER GA GUY ANCHOR' GROUND TELEPHONE AND SEWER LINES �: ALL EXISTING STRUCTURES AND FACILITIES TO WP WOOD POST INV. INVERT �� �°'� - T�� ! � � � •g HEAD S' BE REMOVED BUT FOR THOSE ITEMS NOTED WPP WOOL) POWER POLE IRF IRON ROD FOUND ' CURB • ` 1�� s �'� - ` g'-�, r REY . °• TO REMAIN. WSP WOOD SIGN POST FRS IR �N ROD SET ,t 3 EX•cR�ss ° •� �,- �.-� - WTP WOOD TELEPHONE POLE MLP METAL LIGHT POLE �`'� r ►� /�/f" ` ,� �,--' �_EX. SEWER LATERAL WV WATER VALVE MP METAL POST o -R�. / (APPROX. LOCATION) MSP METAL SIGN POST GIN'CG-6 ELM \ p t \ � l�DID H R CURET ��� - �.•�''" " / RONTRACEAR TOR TO TO CAUIION EHNCE SONG MTSP METAL_ TRAFFIC SIGNAL POLE � ,E�p \ � _r � - LOCUST MW MONITORING WELL \ Qom`. UNDERGROUND UTILITIES OFFSITE. T UNDERGROUND TELEPHONE PB PHONE BOOTH �` � \ •, � c�`h - ,_, 1510,19 S.F. TO BE DEDICATED _ ` `�' �p.P , r .r 8" ROOF DRAIN ---- W WATER MAIN so. SQUARE , �, -~ . r IN ACCORDANCE WITH ORDINANCE SECTION 165-30.F TO COMMONWEALTH OF ARGINIA c� - �' PROPOSED 27 FT, -� Q, ��'. a'- ' -RETAINING WALL. r-- A WAIVER TO THE REQUIRED 50 SIGN SEPARATION STANDARD IS REQUESTED. THE PROPOSED PEDESTAL 1000 GALLON DOUBLE SIGNING (LESS THAN 35' HIEGHT) WILL BE PLACED ECB rr =.' > HAMBER U/G GREASE TRAP , 34 FROM THE EXISTING INTERSTATE SIGN: LRI-400SMH-IV $ \., E�.• ,.,�,'�-,'' , 400W SMH �v `.'� r`r' �' PROPOSED DUMPSITBR. ;'� N/ F Mount', Hei ht= 22 feet. >°" FRANCHISE REALTY g g -` PROVIDE 6 HIGH OPAQUE ` From Pole to Photometric Center= 2 feet.'- .' rr''rn INTERSTATE CORPORATION IRF - (TO REMAIN) SCREEN WALL AND GATES. �r ;-" PIN 43-A-48B IES Candela File: C: \SPLDIES\L3707.IES 'I W Initial Lumens per Lamp= 40000. _ \l `, DB 490 PG 632 RESTAURANT Light Loss Factor (LLF) = 0.72 r E: NuPoles this type gmber = 1 C CONCRETE PAVEMENTUSE '` EX. SEWER LATERaL fF-r ZONED: 62 (,APPROX. LOCATION) , - I� LRI-400SMH-IV WALLPACK 150W MH CONCRETE SIDEWALK �' 0, 40OW SMH 150W MH __.� �y `o ,, F NOTES: Mounting Height= 22 feet, 2 units per pole. Mounting Height= 10 feet. s "AA \ �� 9k �;,'' t. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED SEPTEMBER 21, 2000. From Pole to Photometric Center= 2 feet. IES Candela File: C: \SPLDIES\L4301.IES IES Candela File: C:\SPL_DIES\L37C7.IES Initial Lumens per Lamp= 13300. ASPHALT PAVEMENT -PHASE ONE 2. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND = t 1 1 2 SM - i 2.5D �. �`-'"r EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN Initial Lumens per Lamp~ 40000. Light Loss Factor (ELF) D.72 r Light Loss Factor (LLF) = 0.72 Number Luminares this type = 6 3 1/2" BM-25 8" 21BCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, THE SURVEYOR FURTHER Number Poles this type = 7 '� r. DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED \ s' ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION CC--VL--400SMH--ORL WALLPACK 70W MH ASPHALT PAVEMENT -PHASE TWO , ` AVAILABLE. � r 1 1 /2 SM 12.� D 40OW SMH 70W MH ' '" \ 3. NO TITLE REPORT FURNISHED. Mounting Height= 17.5 ffet. Mounting Height.= 7 feet, 3 1/2 BM-25, 8 21B IES Candela File: C: \SPLDIES\L4326.IES IES Candela File: C: \SPLDIES\L.4301.IES \ 4. HORIZONTAL DATUM IS BASED ON VA NAD 83(93) NORTH ZONE STATE GRID U.S. SURVEY FEET; 'VERTICAL Initial Lumens per Lamp= 40000. Initial Lumens per Lamp= 5200. '.l`, ASPHALT PAVEMENT `°� DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED BY CPS METHODS ORIENTED TO A SURVEY PLAT Light Loss Factor (LLF) = 0.72 Light Loss Factor (LLF) = 0.72 3 1/2" BM-2.5, 8" 21B - PHASE ONE `, DATED JUNE 19, 1968 MADE BY LEE A. EBERT, L.S. AND RECORDED Its DEED BOOK 459 AT PAGE 746. Number Luminaires this type = 30 Number Luminaires this type = 2 1 1/2' SM-12.5D -PHASE TWO F•Z-- W (C0 co (J) C--)L.La-- p U Co O w C) W N � U ck� Cl- a C11- cr_ �p'� I 8- CM L.13 cwn �ck: U: cr_ cr_ O? 'sC>OO M 4 L0 C14 -I- PROJECT SUNNARY - TAX IDENTIFICATION NUMBER 43-A-48 ICN M d- EXISTING PARCEL AREA 1.0315 ACRES RIGHT=Of-WAY DEWATED . ...... . 1510.19 S.F. V DEVELOPED SITE AREA 0.9968 ACRES a ZONING B2 a� ADDRESS 1574 MARTINSBURG PIKE ap CURRENT USE GASOLINE STATION � �LD PROPOSED USE CONVENIENCE STORE ON Q U. DEVELOPED LOT AREA 1.03 ACRES •� Xi E4 PROM• FRONT w 91'/108'(+/-) d SIDE - 12.5'(+/-) REAR - 4.4'(+/-) PARKING 5' 5'(+) 17L CANOPY 5' 23'(+/-) BUILDING HEIGHT 35' (MAX) 18'(+/-) FLOOR AREA 3,876 SQ. FT. OUTD04R DISPLAY .AREA 1,400 SQ. Fr, 16 LOT AREA DISTURBED • 1.15 ACRES 0 • FAR ALLOWED ... .. .. 1.0 FAR PROVIDED . . 0.09 0 MINIMUM LANDSCAPED AREA _ • • • • 15% 6,730 S.F. LANDSCAPED AREA PROVIDED- S.F. PARKING REQUI P> �4 RETAIL (1 SPACE/200 S.F.) 19.4 20 Q I OUTDOOR DISPLAY (1 SPACE/200 S.F.) 7 7 TOTAL 26.4 27 •r* �= w HANDICAP SPACES 2 2 LOADING SPACES 0 0 G ra I q PARKING LANDSCMING `� z 6 �Ow PARKING LOT PERIMETER ...... MO FT. <a W -; � in z T 0C � two L N PERIMETER TREES REQUIRED 20.8 (01/40 FL) � 0 � z Q .._� O w PERIMETER TREES PROVIDED 21 A- w a INTERIOR TREES REQUIRED . 2.7 (01 /10 SP.) ° " INTERIOR TREES PROVIDED .3 �'1' w °wwo� TOTAL TREES REQUIRED 23.5 TOTAL TREES PROVIDED - 24 PARKING LOT LANDSCAPING REQ'D. 352 SO. FT, 0 5% q PARKING LOT LANDSCAPING PROVIDED . 415 SQ.FT.(+/-) NOTES. 1. Ni SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2, ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3, ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. rt 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL '�•y FEATURES EXIST, 5. ALL- ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND' 7.HANDICAaM SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES n OF MORE THAN 1:5Q THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1;20. Q & HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35', MAX. SIGN AREA---150 S.F. ►., [� ►rN V PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANNING SPACING QUANTfIY o r PRV 0A1( - 2' CAL A 6' H✓1 GH AS SHOWN 14 RED MAPLE ` - HL12 HOLLY 2• CAI. 0 6' H GH 36' HEIGHT AS SHOINi 4'-0' Ox, 10 v 31all 3 ked g rcr TRIP GENERATION ITE, 6h+EDITION ESTIMATES SCALE: 1 "=z0' THIS SITE AT FULL DEVELOPMENT - WOULD GENERATE 11953 T.P.D. USE CODE5 DF AWN BY: ✓DS PROJECT NO. DATE: 1-16-07 SHEET 2 of 5 } i A F� � h s— w - ..- W W W W _" ^ _"� ry .. W W W W W _" W W W W W ROUTE 11 ..MAR 77NSBURG P/KC N.B.L. 4 t�� }rVd:,: gh. :tea ::S:. Z v_^^fie .._..._.._ .._•___ .cxr:.^.e ..:�: '^. x^ss :: '_c :tea.X:z x ^:s:�.: s '�'.a� ...... ..... ."'+fit ............_ ,......_.:_, .._......... ....�• ..-...__., _....,. ,.:»:;=1 .r.. ..._..,....:._ ! RIM (701. INV. 69 .35 w w,23) 3w W_xR II gam_ .=ssa iNv.s / _ _ _ _ — / EX 18" CMP �. EX.._18" .CW _ ..__. _ _ - s?8 P END b PVC INV:=698.69 _ y _ $E �� ROOF S� INV =698.59 >} DRAIN-"'\ �i s n • SF �Y, : 7c; room EX. INV. (699.33) � OWN NNW *ROM _ i .-- *� 1 ••_ L _ 4i RK wpp GRA OF PAVEMENT EDGE,' F o� r > !► sIi i v (PHASE ONE)44, r , LEGEND EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER DRAINAGE FLOW -- --� EXISTING GRADE - - PROPOSED GRADE PROPOSED EASEMENT AREA PROPOSED SILT FENCE ° SF --- CONSTRUCTION ENTRANCE '. RIP RAP OUTLET PROTECTION SILT FENCE INLET PROTECTION / DRAINAGE FLOW ARROWS LEGEND:_ AQREVIATION UEJULflON CL. CLUSTER CMP CORRUGATED METAL PIPE CO SANITARY CLEAN OUT ECB ELECTRIC CONTROL BOX F.F.E. FINISHED FLOOR ELEVATION GA GUY ANCHOR INV. INVERT IRF IRON ROD FOUND IRS IRON ROD SET MLP METAL LIGHT POLE MP METAL POST MSP METAL SIGN POST MTSP METAL TRAFFIC SIGNAL. POLE MW MONITORING WELL PB PHONE BOOTH SQ. SQUARE TR. TRIPLET TRB TELEPHONE RISER BOX TSHH TRAFFIC SIGNAL HANDHOLE TW TWIN WLP WOOD LIGHT POLE: WM WATER METER WP WOOD POST WPP WOOD POWER POLE WSP WOOD SIGN POST WTP WOOD TELEPHONE POLE WV WATER VALVE ELM LOCUST T UNDERGROUND TELEPHONE W WATER MAIN INTERLOCKING BLOCK ( 0 RETAINING WAIL W 24'xl 50' r L r GAS CAN Y" �v t \0\ 1 E smR>' CONCRETE <OL OCK BU/LD1NG ' I { I • � t 1 1 (6g®49 aR4A MeSeW 20 10 0 20 91-1 ( /N FEET ) r inch S 20 fr. ItN- �— N 0 LL. O (A w a� � s Lu a Z :n C+ ° �O N-r wow S M U_CwZ Z 41. moots v� V O c� �r � q SCALE: 1 "=20' DRAWN aY� ✓OS PROJECT NO. DATE: 1- 16-01 SHEET 3 of 5 DETAIL. I xotexloN.-� 3•� rabrr SECTION A -A DETAIL 2 DETAIL. 3 iK A r A - 4 c �• , I •l , fa � ps� J Depth r� s Erotic 9( f Irfc SFr;TIl1N 0-A UEPTH SECTION A A • D •vio esonts soon for 00. Cut.. t ,neolot^ons. H - Diarhsie• fur, -q.,c pipe, rss ty p_p$ 0,C), avid b- hr,gnl. NOTES Ta Tin yq Ina instaiipl,ons Oiaesiai 'J 4 ro &curl/) one prgl•eran aws.w Ina en ann •• w,tliht Wl on any set -nary A-0. ,nereb snap rep.v,np rro eron aa+nrq stone whore no 'x enawd' x endseclxm h spectmo nn :.ens, cor,sncctan w to bow acceraanu w,th ----'-- -- -- Afn 30------ •r•I �Daro,t z showy aEovr - D-•- w• D �, �� �ac� it /l %j Geoeexlue Fahri- SECTION B-B s Use Typical Section storm an pans or no,mat sale siepe, bottom wdth, and dreg of Gfwrtnct, ddch or noltiol gro-d G•aexnle Far- to ore re,ialles under ot, Woe- canines ;tar• M ocaoraonte .oft fhe stseuficpr+t>ns Dry Rip lisp MIN, QEPTH Rip Rep Class —I Class If 3r STONE FOR EROSION CONTROL VIRGINIA DEPARTMENT TRANSPORTATI(A C4-6 \` i to �. • its / •' A ' .I' ' a .• °-_- `�—A� The bottom of the curb and gutter may be constructed parallel to the slope of sub- �6' 2'-O" surface courses provided a minlmym depth of 7" is This area Tray be concrete maintained of the option of the contractor This Curb is to be used when design speed is 40 MPH ur less un Rural highwuys and 45 MPH or Note: Co" curb 8 gutter hovN o rodus less in developed urban 9 suburban of 300'or less (a" face of curb) shad areas be poid for as radial combirmlion curb 5 gutter This item may be precast or post in place Concrete to be Class A3 if coat in place, 4000PS! if precast REFERENCE COMBINATION 611 CURB 8t GUTTER 105 ViRGINiA OE FARIMENT sot r,f TRANSPORTA1!DN XM street approach `erne CG'Ii IRadws to be as A ear lacing as rnainlme snow, on pans; �? roadway (. (Rod+us to be as 11 Roda notion � sho.n on p4ms� 2" \\\ L ih curb qhd nutlet j. I s"(l� B t St'd. CG•81� 4 It"'1It 6' i 6" Class rU (H.E.S ' • o •°'. •p,' • e. • • s. °' _ .- - - _- !,-� optional Flat iris. � col'. to -E•pormonn t 1 Envm,sion .taint A ..J a SECTION C-C Not*- Width "B" 2''01, or oe MCinrme ro0dwoy shown on typical section PLAN VIE VY !J Construct aroaw chpngee wilh a porabofc curve. 10'ferobocc Curv• Edge of Shoulder 1,/ Max G l��r•-�•"'•�rD - o, cotio-trio+ line Sbpe Chmpe � --.- F. . Mainine Reodwoy - ' - - - - - - - - _ Wren SVd. CC;-11 is us•d for entrances built e % ►be. __ 0 conjurnc tion with VOC7 projects, pleose Scope Chor,ge ,o to the foeownq• r- y X. :inrina pavement ehaltbe constructed •0-t,�n, car Street Conrec:;on to the q/W tin. (exc*of any $upgrade 20' Detk sole for ConwrertiaEnh slobeizaticn required ter mainlne 17-1 Rover" t which con be omfled in 5 Min the entr once ) SECTION A - A A Rodiol curb or rornbno!wr• cwb end nutlet snallnot be consir-led beyond the R/W fine except for replacement purposes. Guidelines for Grade Change When used r, conjunction with 51andord Ca-3 ar CG-7• the curb tau or this Standard is to be adjusted to rnotch the Enlroree Volume Desi.obte Mo,.ni n Tsointobfe curb ear,Nuration. t4v furors than 1500 VPD) 0 / J Y. See Standard CC-12 for Curb Ronk design to be rifled enih this Standard. Moalldn (590•1500 VPD) S 3 Z 6 / When sly e"Ir once roddcn-ot occorrr"odoie Low (less thon SM VPO: ! B Z a / 11•a turn requirements of o♦Ilripa!ed heavy truck It pf ,a, consideration shamo be gotten to increasrp t"e de th of adjacent proposed slaewalh to 7 inches. XOptional eowsne may be used tot entrances in cut seclions. Optionatlowene may require woronq of a portion qt gutter to firertude portSmq of water. METHOD pF TREATMENT- T KIERM[E _._-- CONNECTION FOR STREET INTERSECTIONS see ,AND COVI'v1ERCIAL EN`RANCES vlR:;fmA DEPARTMENT OF iRANSPORTotTiON 203.08 CC-tP -• f '" _ 1 cs+a net h; 0 rlcY'n ra ✓ rdf nn a pry UA• ! q Pam!sow• alisfor a rue' neJ CGiA Afft Ca,struU/on JoInt Is(P"• oraxJcnaa — yys 0 IZ e'e moo' PO I**CG le - -' - _ _, _ 1r'rt1sMrm Co'aYI• •,•"•• v. .o•o �- r'r �' ♦ Pq One CG-t !' vor a•lara S,OMare Caer I %g• , o Va. Yin •. q _��� or swewwr space o�o.�'o� `• so a", wlarn fYra- PY,rJaaoao wat a. Cerulragtm AYn % ) ft -42 Alt-9 � l U TYPiCK At TFRNATE IVAA•e). PLAN �64 'OR lAf AT APPLA:A&.E 5fftJT SOws ♦ i2'cc COMNfCTKYttS ANO CafMERC1K 'rr •Fq CamperG'/ 6.ruvr• RADIAL PLAN;CmJers er+TPIA[ts. see 'sonawu c�t°rJfksrrstri Pit 263JOJ y� PrrNswbt• iJd � � � •+ b'8 - e'4 � Co•vsrrucrlm .Aa'te �-' � -t- J e. -!// 1j 1. von. lure 9 iIC•rnf 4roar b� ci o e 6 ,00 �o�•o Suxx IE t` ui ` �' �e�•o;s• o. y.i 0 _ O 1 A TANGENT PLAN tsQ rscetlErR,c VIER • /• two Srd. X J a'G T Is uses. Note $ Skll al� Neo • ------ ?' 4` Is rro aYrJmns Cab rpgo floor to 00 ass A-J Cars'rere f A-. If "sT$ w1 fn frrpreslYWs IrY�t�'gl rqquulllaM 1p aNaLYayl cos' llla iiVici t w , Ire oar w,Jle p/ ire ra. - !ray !tone (kler ne* De rwrrA of wNAp/ IJrtr afRpJ aclys• u ,pJ nnpp Srd. CC P ._. -..- _. -_ p.� shu• svecxssr Y rov In propel. 7r• derocinove war Nip slcnm pralgee A' wi e.rnsess a✓pr et,aa rhssA.Ramp SW nor4,CW a MJ,fffk V s/eps a 121 y C6d �!X - - _ - rWool sJdns a Iwo ramp to be ppwed qur"HAtoyy w11n raga ray of ty ust y Per . • 4, Avssdws ca"Jiruction )av whn r•Quttso bdra. �`- .- •.--•"i"—l!' — 4 rrwgpty TArs r�tAecos!. rplas rrvu ore provided for awm'Wrs sa 1140 aJldN:y{I TWrod Alves 0pn De W,1t rA prat* after ty""Wor:or Precast 10,W Now. Praccs! c'WCrod* Anal/ be cafe A s. SECTION A A t his hate ow be li•Jidrad ews we to be Nor 5 , cir yccod i • center to [war foav air Ara&• a rro rare, Proms, or Cost in IraC& fkW. A 0 dat(/) pf r.,V f&-. dil WCUM cav'ale cc.a M dots • :." K. C✓b rorepf w1a ore owak+Jetr am polo for or Ito oa wcor „Nr pit w far rydr meta Cedar Psraslasdae C•vr:.ryln CdtrJas Sldarsyl unit tnPosad any Owls Waaw•ot. corpar►in root& -SON 121lhleseiee / ••fir C,.rb/aurb carol ,Irer slrjp l,a,Ullia'U Orr aaen 1p apb r prop/a,rD p 1 0n1As m• /rryaed In pgnars far -'b"b 3iwi wry - _ --- - - - W.1er, used In egi)urttl,ri wNn 5!rndard CG3 a CC7. the curb face an vis StWJwd Is -- - ---1---- �.,-�-. _..- •. - to be dglus/ed tp mart/) MEwaurorr/ye arc ccvlJpu!arton. S CTION �. !Access/" foists Is oerred its Consr,(,q,s Curb Peage ore to be rocaled as snt.n an f!a 1� qV Piano or us Wractea q P• iryrIN ' uroput.,cted. srobfe, firm ortl a%!P resls.4Nr Tray dip rd d ILfd•p d leer �o:dmb n rgvast z sect Wu wre pwo an oms W* tans 0 wNNn ue rlpry d uAYts a E•peseee pypireyae sld4walt p,N � err Rt:yaiaro rrsesyes a a way .I o dpAvq• radNlY Grasses o cur& rapeYmass pr w.ie!My s1Ja.ort Is erts7i: q. foe"i here con be 00i"Wc!•d.*tYend Coto Orapnow o, ,tn1 'sov.7-,ey q]y Ae a/M from �aesnten crP$$wa/ea ds shosA on pdns ♦ rr*ds1eN wlMe wrpl., a sldee,rjr y sWsrpe use A a$rso+u wlrn noway 1 or as r ty IWlrev.An aro,w net a imotd a$Alro .etsde stop titres. space la Less tan 7 I ap,aJrA•xes, £dalr� ✓< �pOM,sfhs drops yr ra•rs.at.winaio oAlen _-._.. *FLMec[ CURB RAMP _ (PfRSQNS W1rH MOBILITY IMPAAWFNI-15) 203D9 VAGjV!A UEP,ycrktfoi OF TRµSPMr4T" h(N fff --- !caul,.! . ze 9J AMOCO LANE WIDENING 36 FT. PAVEMENT SECTION AMOCO LANE WIDENING 24 FP, PAVEMENT SECTION CONSTRUCTION OF (WITHOUT WIRE 1. SET THE STAKES. fi filAX. / PLOW / 3. STAPLE FILTER MATERIAL TO STARS AND EXTEND IT INTO THE TRENCH. A SILT FENCE SUPPORT) 2. EXCAVATE A 47X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. i r � 4. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. now SHEET FLOW INSTALLATION (PERSPECTIVE VIER) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 3OM: IdtPW from UW of Strlttr tend Fabrle Filler Bamen for 3edimmit CwtreLVI WK S6enaod and Vital, 3.06-2 GRAVEL CURB LIVLET SEDIMENT FIL TER GRAVEL FILTER 12" RUNOFF WATER WIRE MESH FILTERED WATER a SEDIMENT I III o ma a CONCRETE GUTTER - r 12" - V, CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS 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. to GRAVEL SHALL BE VDOT N3, f357 OR 5 COARSE AGGREGATE SOURCE! VA. DSWC CARE -FULLY COMPACTED SELECT BACICF'ILL VE Au RELATE STANDARD NOT TO SCALE TRENCHL'VG AND BETIDING DETAIL City of Winchester Standard Utility Detail Department of Public Utilities • Met r! must met approval of the Detpehment of Public 'Jt; Ues Flan6ea angle meter Yalu¢ shall have 'C'rirr3 type Mange meter sLppoft btacicetts Backlow ceywe required as set forth in C'y Costs Conriectlon Control Program B.cktty« ate -vice may riv be &!smiled in meter reutt \deter seNinq do be Ford Customer Setter or approved ecual ----------------------- 4• T�1 .�.�. I•�. I i ��• I`-+nlr-•'t I r' et s 1 i ,.-�Ir JIl ♦ rrnwAf a.. ors.. � •<.; r.e ...-,_-AVM ­r1& r 1AW. r, / cr oa wry.. r�•es: X Y � r3au valve cure stop with Gate Valve Operating Nut 1-7 ' ,a`Q. • � lair!.!! • a, . e wrre•� nv®...s % I\... �w w,�rretrr--•1 �� ^ ,�Are� . ,yet ao repo•! /.iwryn v el \ east mire• _/ / 9%ztr14-7Q i."w�..r�rt J �c ,q.J• ' .• J,•T evo 1 112" & 2" Meter Installation and Vault Detail PLATE 3.07-6 t ,..r. • orv. �n vwz.r�nr*rn:e .r• •rsroter�h �, t [=11 II It=11=11 U�rrir�i�r�r.�r�r• �rr�r.i�r�i.:�r�/�t�r�r�r�r�r�r:� ' 11=1I 11 11=11- s t • e jr(.4i:i1•itti 1 .. ....•.. yr s • ♦ 1 ?i t 0 •• 1 ': I* :: .ram RE:6....,...... SOURCE: ADAPTED from 1983 Marna SECTION B—B and Va. llKMN JYAIit --t SILT FENCE C UL VER T INLET PRQTECTI0N E NDWALL TOE OF FILL CULVERT 3 O T \ 0 1 o 0 TOE OF FILL 0 0 0 SILT FENCE o 0 DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC 6" dia. schedule 40 steel pipe fillegd with concrete and painted yellow FIRE HYDRANT ASSFEMBLY Figure 0 locator marker chanical joint ivel tee with :)ranGh V > CL L�J w Z Q w � Z 0 o v� > W CV LLJ Qw Q� tx LJ Q a - I LJ Q af O ¢ 01 10 I PLATE. 3.0E-1 *"I LL lu .- \ 1 4 <� Z Q O \oWl --wow V W M Up �NwC3 J c3t�.Z d U f. �45,1 0 \. W 00 v SCA Ir.E: 1 ' ­20 ' DRAWN BY- ✓ 5 PROJECT NO. DATE. SHEET 4 of 5 WHITEWAY "LASER 1 LA1-1000-•M-12-SP2, 208/230 MULTI TAP BALLAST, ACCENT LIGHT 3/4" DIA. FLEXIBLE" - LIQUID -TIGHT CONDUIT 2 1/2" 2" DIA. RIGID CONDUIT - FIN. GRADE -----� -III-- 3/4" DIA. RIGID CONDUIT TO BLDG. COAT CONDUIT W/BITUMINOUS MASTIC (PITCH) PAINTED ON BEFORE CONCRETE IS POURED SECTION SCALE: 1"=l'-0" 115 A f {�{ 4 1 • •* ' N t (i' 4 •' a • 4 • HT FOUN .� ..� FOUNDATION S h e e t z Ine. LIGLIGHT-- •�• r •'- '� ..�� nw ww+ s.�.e.a •rM+o�,r« Kaa «.> wp-xn �' 4"4" TUBULAR STEEL FILLED W/CONCRETE AND CAPPED T-B SECTION 4"x4" BUMPER POST SCALE 1/2"=1'--0" - FLAGPOLE--� METAL. COLLAR­,,`___� FURN?SHED WITH 1`_ FLAGPOLE \ GRADE \\ CAULK r iD • ml II I• ' _ { '04 A 1 • —III i IIL1-1I LEGEND POLE HEIGHT SLEEVE SIZE A B COLLAR ELASE S'ZE 40' 12" DIA. 48" 24DIA. 16' DIA. 35' 10" DIA. 42" 22` DIA.12" DIA. SAND FILL TUBE FORM 4 ,I _ C SQUARE OFF TOP V-0" OF FOUNDATRDN �. SONOTUBE 18` HIGH 4. ;AND FILL i • I 1REATED LUMBER "WEDGE (TYP.) { CAST -IN PLACE CONCRETE LIGHTNING RODS, BASE PLATES .AND CORRUGATED METAL SLEEVE FURNISHED { { WITH FLAGPOLE El FLAGPOLE FOUNDATION SCALE: 1'-1'-0' —�- -- '"° FLAGPOLE ' r «' FOUNDATION �r w.r. wr r• M.r Ino PIER SIZE: & REINFORCING SCHEDUI-E GWE TO TOP nwwO lWM FOOM OIMIERR OF P0! OF PER MUJOW GINAM FffiE�Ew_w Va"IC,1LL.Y 25' 15" 5'-6" 4-#6 24. 8,. 5,-6- _ - 4-1{I6 22' -18•' 5'-0" 4-#6 20' 15" 5'-0•" 4-#5 18' 16" 4'-6" 4-#5 _ 16' 16" 4'-6" -- 4-#5_ 14' 14.. - 4-#'4 TOP OF LIGHT C7 It ALL PIERS TO BE 3000 PSI CONCRETE u� REINFORCING TO BE GRADE 40, ty= 40 KSi. N0. 6 COPPER BONDING JUMPER TO POLE SUBJECT TO PARKING AREAS POLE BY ELECTRICAL, REFER TO ELECTRICAL DRAWINGS 1 �� - ANCHOR BOLTS BY ELECTRICAL i"I AS PER MFGRS RECOMMENDATION CONCRETE BASE, EXPOSED Lu PORTION TO HAVE RUBBED FINISH w 4 VERTICAL RE -BARS N r - CONDUIT BI' ELECTRICAL w N UNDISTURBED EARTH `• • -- #3 TIES 0 12" O.C. (1) 8' LONG x 5/8" DIA. W/MIN, OF 1 1/2` COVER GROUND ROD & CLAMP SEE SCHED. S POLE LIGHT BASE DETAIL SCALE: 1 /2"=1'-O" - '-� 3h*otg Inc. - POLE LIGHT 2 of rr w r tooab�DETAIL - wrr r �,awrw.w ,.a�.r �• •w...aa •w.Www NW i•N) N{-.*" _-__..- � CONCRETE RAMP, POURED TO FULL DEPTH OF SURROUNDING SLAB, CONCRETE MIX AS SPECIFIED.------� WID'TH�PER PLAN (5• MIN.) TAPER CONCRETE CURB -. 6'-D" MIN. _ .- 1/2" EXP. JOINT a z 0 z 12:1 SLOPE o (MAX) M J z r�soA� 9 m cn 1/2" EXP. JOINT ALONG RAMP PERIMETER x CONCRETE ACCESSIBLE RAMP DETAIL SCALE: 1 /2"- l ' -O" --- - SPUN ALUMINUM (CAST ALUMINUM BALL BEARING) 1 SET HALYARD CLEAT AND HALT AVAILABLE ON R SWIVEL `.SNAPS E 1 CAST ALUMINU GRADE FLAN/PLOT PLAN E HEIGHT. RE) COVER COVER BOX 1ATION FLAGPOLE DETAIL SCALE: =V-0" Shoot z Ina. FLAGS 1 r w arr "•' •10 er•o•.....,. DETAIL wrr -'- war ara-+ a..•a •...dra. ,rm mq sw--sin �w . -5"xl/2' ExP. JOINT MATL. W/CAP (FOR USE ON STOREFRONT CURBING ONLY) 1%2"R 7 1/2" % 8"xl/2" EXP. W/CAP FINISHED GRADE / CONCRETE 00 al fl IIlIII •��. '. � ..� - i ` �' ' • 00 • ! i:4 #6036'0C , •�.'. ,.. 12" LONG SMOOTH[ •' 'It DOWEL (ONLY AT ! •� STOREFRONT) • CAST IN PLACE CONCRETE CURB.' �, \-.CRVSHED STONE BASE PLACE CONTRACTION JOINTS IN CURBING TO FORM INCREMENTS NOT EXCEEDING 25 LIN. FT. AND 0) 4 REINFORCING BAR TO BE EXPANSION JOINTS THROUGH CURBING !)IStONTINUOUS AT EXPANSION TO FORM INCREMENTS NOT JOINTS WITH ONE END WRAPPED EXCEEDING 75 LIN. FT. AND GREASED. (SEE SPECS.) SECTION SITE 8c STOREFRONT CURBING SCALE: 1 1 /2"= l'-O' n e e t z Ine. SITE & 1 a«rww�rr� STOREFRONT CURBING - ryv IYl1Pls •Mw+. pnM••W 1110a (iN) s1F-!an r� • 3'-0" (TYP.) FLAGPOLE (MAY VARY) NOTE: SEE PLOT PLAN & ELEC. PLOT PLAN FOR TYPE OF ACCENT LIGHT MOUNTING. FLAGPO SCALE: 1`m1' 1 •--4„ 4" 6' 6" v 2" DIA RIGID CONDUIT 3/4" DIA. RIGID CONDUIT LIGHT FOUNDATION PLAN _-. S e e t 1�. FLAGPOLE LIGHT 1 _ w •+ •� rm ..... FOUNDATION PLAN BUILDING .SHOWN IS SCHEMATIC SEE PLAN FOR ACTUAL LAYOUT 4 ' r4 " BUMPER POIST (i P.) •S/OEWALK--~� SEE DETAIL ; " J �"- SIDEWALK ---''� ❑ o a D ❑ S' 5' El ( ) (' 2'-6" 2"-6 \\_Y,EZLOW STRIPE DETAIL i1 " T-A BUMPER POST DETAIL ,---N. T. s. Sheetz -_- "•"* lee. BUMPER POST- DETAIL a a-sa r +'«••�sr aw .. • �..+_.._. �ew r wa..«un•,-w r.w++. °�«m (ws) w-aw, .ur, *NOTE DRAWING IS FOR RIGHT HAND LAYOUT. 2 x12" ` REVERSE FOR LEFT HAND SOLDIER----'-- ` ' COARSE 4" ALUMINUM BRICK \ CAP WHITE `- 8" BLOCK BLOCK SECTLON "A -A" 20' SOLDIER COARSE BRICK m WHITE f li BLOCK EIaEYA.-n oN EQ. I EGA • " A A BUMPER `n GATE AS PER POST (TYP.) DETAIL "V" -.--BUILDING WALL 2 _ POST AS PER DETAIL "V" PLAN OSCALE: UMPSTER ENCLOSURE DETAIL 1 " = 10' xi F KEYNOTES: 1(J HYDRAULIC MALE GREASE FITTING 02 2"x2"x3/ 16" RECTANGULAR STEEL TUBE FRAME WITH DIAGONAL BRACING U3 8" DIA. SCHED. 40 STEEL POST FILL WITH CONCRETE ® CANE BOLTS (SEE DETAIL BELOW) Q GALV. SLEEVES -(EMBEDDED IN CONC.) © 1"x6" LUMBER PER FENCE SPECS. U7 STATIONARY STEEL COLLAR WELDED TO POST ® STATIONARY STEEL COLLAR BOLTED TO POST J CONCRETE PAD (SEE PLOT PLAN) ROTATING STEEL COLLAR (SEE HINGE DETAIL) $ ROTATING STEEL COLLAR TO FIT AROUND 8" DIA. POST (FILL CAVITY WITH 4", HEAVY DUTY GREASE) ' WELD COLLARS TO -I 1/4` STEEL-� e o 1" NIPPLE GATE FRAME PLATE WELDED • a TO PLATE , a a 1 COLLARS 3 4" \ 1 cV SCREW FASTEN BOARDS TO GATE FASTEN TO 3/4' DIA FRAME MEMBERS GATE AT STEEL ROD INCLUDING DIAGONAL (6) PLACES a W/ 4' LEG BRACES \ HYDRAULIC MALE GRFASE-� FITTING DRILL AND TAP CANE BOLT HOLES DETAIL scxu , _, �F.IAIL scut, i•_I' v DUMPSTER GATE DE1:Ai S AS NOTED FINISH ALL METAL PER PAINT SPECIFICATION SheetZ Le. DUAAPSTER V DETAIL •,,, G.RAP.HIC SCAM' WATER LINE PROFILE 2 ' -- ? --- -° 1 INCH - 20 FT. HOR/Z. 1 /NCH - 2 FT. VERT. LJ I CU I � I LJ G'7 IY ``J MF- N C/) 3 I Z w Q O S C.) O L� `L O U) 0 U LLJ W j 0- pp I 0 co cr? W Lj I � I O U N � ; ID V O ' d i W QD pow c� � p6N LV dig t ' 9 \�GIalAi J G Q wd �Ow of I- r U J w Q cC Z u } wN 0Llz '� J6 I— a�Yw 'IL r H pI� 0 O q Q CC��11 O N N L J � w w SCALE: 1 „=20' DRAWN BY: Jos PFOOECT NO. DATE: 11-16-01 SHEET 5 of 5 . . I I � I I � � I- . I - � 1. 1� � � I � _, . - . I ; I I I . t .- .. � . 11 - -1 - - ­ I � I � ­ I � . .; � . - I � � I - . - - - I , I ", I I � � 1-1 . - I -7 ., , - ,, . ,_ �, � 1-1 . . I I � I -11. - -_ I _1 . - - - -v �, , �, I � . I � "I , � I , � � I - - I - - I - - I I - � � I I . . I " . � . ,, I , � " I � , I � . . � � . � I I I I I � I I . , . I I . . . � . I I � . . . . . I " I . . I I . I � I I . . . I I I I I . . . I I I I . � I I . : . . I I I , I � . I I I� I � I . - � .1 � � I I . . - I . � I I I . I � ­ - - I � - -_ - I I I . -1 - I I - I � 11 . � . - -_ . I ­ , I I �, � I . I � I � I I - I � . . � 11 I I I � � 11 . . I . .�, . . I I I ,� '. . , I � I - I I I I , � I I - . . I . . . I I - . I I . . . I - - . I . . I . . I I I I I - I , I I , . - I I I . . . .1 4 I � � I , I I I I I � ­ I I 1, I I I I I I I I � 1, I . � - I I � 1. I 1_1__� I . . . . . . I . . � I I � I � I I I I I I I I I � . � � I . � - I I . . . � . . - . . . I . . CONSTRUCTION NOTES. I I . � . � . . I - - . � I I I . . . � GENERA ­ . . . I I � . . I I . The contractor shall furnish oil materials, labor an . d equipment and perform all work including restoration for the . I , . completed installation of the utility systems and all, other �rnprovements shown or implied as necessary for the I . 11-1111-11, "I 111111"11111111""XMIZIIA . I r I . I . � . . � � I I . , . completed facility ready for use. Unless otherwise noted, specifications for all work, to be. in accordance with* I I ­ I I I . ...... ��� � I I . . I . .1 . applicable �gondords and Construction Specifications of The Vrginio. Department of Transportation, Virginia ___1 . I . — . \ I I I , . I Department of Health, Frederick County, and the contract documents. . 11 � . I . ­ . - , own. I . . � I . . . 2. The enqineer has attempted to locate existing subsurface utilities; however, such may exist that are nat sh I � I I � U I , I The contractor shall. ,ex ercist core in this work so as, to avoid, damage to any utilities. Any damage shall be the � I � I � I risibility. I J;� � . I . contry,ctor s r.es The contract r shall notify 611 utility companies 72 hours prior to construction. CoW "Miss I 1� � I . I vtilit W7777. � " I /I � . 11 .. I � , 3. The 6ontractor shall be responsible for all construction stakeout. Ali dime,nai6ris, elevations and locations shall . I . Az U . AV f4m . I I . I . . . be verified in the field by each contractor prior to beginning the work, The Engineer will approve all cut sheets. . I I . I 11 10 — I —H � I . . 4. Any unusual subsurface conditions encountered durinq tfier course of the work shall be immediately brought to I IJ, I , [:: fo I'll I/ (a � ro � I � 1`0 , �0 ____v � . � � I . . . . the attention of the Engineer and/or the Owner. - , .1 - . � � . � . 5. .Contractor to 'obtain, at his'expense, all permits required of 1his ,work and shall faithfully adhere to the permit . I I . I I . conditions imposed. � e , tor's I I . � _. . 6. All ding for improvements to be confined to the, proj ct-area. Any work performed offsite is the Controc . . I I p nsif 119 res 0 Ity. . . I I I I 1 7. , Cutsheets shall be submitted to the En inepr, for approval prior to ordering, structures and start of construction. � I I � I I , All �utsheets should' show, existing ground e?,evdtibns ,at dehiterline of utility, structure or road, and offset hub elevation. . � I . I'm ­ , . - I I I � - - ----- ----- - I � - � . � I 1� all", I I " 1. .1 . FREPERICK, COUN . TY SANJITKIOR, AUTH )R - I . I . . . A . I , I ff__,� . (Ir . F__� _"�l I If , I . . I . 1. Water .and sewer Ries are to be constructed in accortloiJce with ,these plans. The lines shall additiono!ly meet . � � L Ihmp" 1202mr, LD � � Lzw) - I I I � I � � I � . - , I � � I all requirements of the Frederick C6urnty,Sonitation A&Od�-,_- m . . . I . ,�i . �, A I - . - - I I I . 1 2. The contractor shall, 000rfinate, witfi� ond arrange 'for inspection by; the Authority. . I % � . I , � . 3, Exact locations of,, water and , ector. 2 "I I 11 �� , I . � . � . , sewer services on new links are to be coordinated with the Authorit;5 insp - . I � . �111 I I I I I ' I I . � . � . � � . � . I I I I . 4. The Sanitation Authority's maintenance -department is respon*e- for -the installation of water met is through 2' in I I I . I ,� . , I q I ' � ,i,e fe , �',,' are,' m"er is ' . ' * ' ' . I I . I 11 I I he , d 'r , meter box and yoke bm, 2) the frome and cover be set to the find I � . a I ­ . . 1 . the 'cover and, the yoke �bdr be between IB and 21 inches; an , I , I I -r't,, ( 11% ^ fq n ^ ^ I ') * 'ef 9 P ", ' "' p t a r' _ lot� O' ' ' the � the distance he meter 0 e proper working, order, It is the &velo , r's/contracto s responsi i i e=9 I � ' ' 3� b x` ass I I pe I � &M AM'MrR A r de Q I components of � , , to he meter ox amm I 11 � � have t b by insta . �/L a 10�, 10/ .az�., ,M=002% � ./L I : .� . I . I I � . - I . � , L, .-V (:�) T L1 I I 1 5. For water ohd,sewer services that conra,t to existing lines: . I . . I H Ica .1 I - (�) � 7al �A: g 'O I eering assistant. An application �9� �6 D 1___111__/JJ W � (_� �__§ A A tq,i;��%�_� (P`t6 1 . : furnish and instqll . . . hall make, th op'*and bring . � It a'ssen, I t� I � I � I � I r � . � I I . . I . 11 . � emmu � (I 02=9 110011,49 n n I . . L � ' , ( , 1) ,make 7 Iftffm 7 (_-�. I .... - 1, , I . L 0 � ,e I 0 or s a I urns ...... a r on rn ella a e op. e eveo pr/contractorMust. . a 9 � I I 'r a plicarlo � S ' a. � ti r (4) moke final, payment I ., n for' top, �(2) pay do�wit (b ork ' ih18 I i in' the. loco on o the top, I I . � . L ' I � � I I I tn'the work is cot�pfete �., , �" 1_� W, � 75V(:P (PTIP�N �"PM7" a 17 a�5 � . � � . 1 7. The 'contractor" ,shall iie-in a- new line to � an e I xi � s , ting, mdr4ple by core I drilling the manholt . . I � . I I I - -"�&0,7�1 . , ' . 1, . I 9. Any-woter senice line'mait have q d6uble-�check'vd1ve`br kPZ'bsckf6w prev�ntion_assernbly, as fequ�ired, installed. _ , I - I - �_ � _" ' ' ' ': L I . . I . " I Th , 6bly, 0011- meet ASSE st )t 1613. �L tinriate�, reoao6f i�,requir?d. I . . I . I � ,� ,e asse and04 NO, lot-5,1 I � I I �, ' ' � c . I --AA � fire lines, shdl� have, a N&Aor double *0 valve i cktlow ,, I _11",�, , I i S. � bo proveiit,i6o. 6stembly 'or 6, RRZ- baclkflow prevention � . � � I � I I I � ` - , , , I I . I � , I : Th - No.. 04.§, -readqu is, re itel, � � I . I I osse ,as �re d. m � m4lY ,qu , e assiJrribl Isholi rne;t, AS�E �d�ord orr 1,047,',A re ote, t ,q . � I I . y ' r I I � q . � , I . I I . 1. I I 1. � I I . I . , . . � I I I I I � , 1. � I I I . I . I I I . . I I I . , I � I � � . � CQM . '11, � . I . � . 11 :111. � MOWN , " '' L I ,� �� . . . I . I "I � 'r ' I I I . I . I . . I 1. -A'Land Disturbance Permit.wilt be required. -prior to initiotirig any site work. This ,permit can be obtained from 11 I 1 I I I - . - , . 7 . . I I I I I I . . � ­ L . . 1� - I , I __ 1. I I I �. - � , 1� 1 Ii. � I , - �'. � %­L,� ��Il 1, � � ­ I ! " � ,,�,,��, -1 � I I . Frederick County. . "' 4 - - 11 � I I � , , . I,� �­4 7� , IV, " � 6 " ,,,I ­ ,� .r,,..� ""V"!*� !,`?§",,� ','I I "I - , , ', y t ., � P"&­�I`�! I �," . /1"' '' '' T I ; ,� � 14 1 N, ,� " 4 -­ " " - � . � -.)4''- -., - _ " t. " __ __ 1. . lik�f '" L , - � � ,,, � , IN ,I,. ­ — - LA- . 4"i­ I I I I � "I.1if, I �_UQMI I � f IN, , _­�, � ­ I , ",N' , r,,, I , ..._, T " _- I �,_ �i �T::, I, ?,4, — - - " �� . - �: .'�L, _,� �\�,',r . , L _ . , 4i, ftll� , V � I , I' � - �aqR. t , ­ � ­ .�, � .V, , " r, ". " � ,.. - � I ­��'Imy� , �? I � ,­ ,Q�`� , 1"; . L , i , J ; , - f � - .., - , I " xl S� � -_ -,­_I� , , �Ir 1, � I �, ,� ,��% J , , , � � � "' - 11 � R*fp ;: i ,. ,J, , I � " ", ", ,.,' I I . �,- I .� - I ��� - , ", ., ,1' ". -1 I I �_, 1.� 9 I � I �� . � I n, I( M . , - ,, .� i �, - . � I 11TUNfy lu � ptf 11 tr6l,stru6tures. and ,methods t6 be in, oporoghce with the Virginia ( . , ). � " _ I. , �� ,.�, " .,# th" f . .Ir I ;1N, E �:�.�I'7. , , , , � . I �Lg� ,;q .. I ,� - ", -I,, �.` , ,�� ,� 1 �1,14 1, � ,,,,'� ,,_�'q�t X, ."i , e 6, I , I I , � ­'. " 11 I . . I . � � � I , , : 'JI, : I - I 111 "I "i - . T%.r,�, I , li F - I "a L iO _and" local brdinabbes � and to,' be �utitiZed, durin ' the ooristiuctibil period. ' � , i � ., e . � .� � I V! � ��I� � , *1 11� 11", I! 1% I 1�11 .1 11 , " .'41.", " I , . 1. , N I., ­ - � � . ,.!,A.. y I ,� �, �,i ,"T. . I -requir'd',dUrin�-,,cbnsteijction sh'qll,be�conti ' sly Maintained , 4, -, , , , a , , I i �� , I L "' "I., � ? ,�WN,�("P` - .1, , I I i�. 0- X , L�,� - f, � , ." A I , 1.1- a �! - - , L , , , R k ,-, , , ' . L n " " , , - - ,111�11'1f, ­_­ - _1� , i " . " - - I - �� - I '� 11 ­ � V.111�' -0, , I � I ­ Z , . i ,�., � 1 1, I"'W 4C,W'. ", - , ,.,,�', M.", - , , , kA�W� . �'. "I, � � , �, "t) " ;� , . 3, All erosion c,oqtro n or �q e ru'pua I I . I J'� �A / , , ; ��', , I I I ,I structures show ,,, �'. , � r . I I (os.ion� ntrol Go ` 41 I , i 0, $ �, , . , - . 1'� � 4 ." ,; -1 i I I?, "I 2. , T6 b d iari,6nt 'erosion co, , E , elines I I . � ,q I E , � , xz , ,, �( I � 11 . .­ � ,�. - , _'­ - � �� �, I i I " I- I I . I ", , .. - I � �, �, �,� i4 . � , � - ,,, 1� 1'* 11 � I , L '&0J,T ,,I L' , I -1 '. " ,_,, - , - I , � � - � , ") � -, , , � " � ,/ ,� ,fw " ��_` �,-, " �v � _ , � I _ I I 1� . ,� , " , � ,,� ,�l 7-.�, - �,,.,, � , - t - I',' � -� " " , - �, -1, 11 , - . '0wQ to be, surfa66d are 10 hove -stone base "installed � . , , � Vei ,,,� �� � %,,,' " � � , - " , i. It � ,4�11'� 1, ! � rj�-:,, , - - , . -, , "��_" I �J,;,e,, , . 1 . 'W411 � �A 'throughout � the period, 'in which ,-Ireas 'are denpded. 'Areas sh W .4- �--.v ff '�. ­�'� %', � I . ,,, , _ , I . I � � ,�§, ,� ,,, " r,� ,� I , � ,I 'L . 4 4�, L '. ", ,; ,,;�� � , I ,,, .. ;� . , , , , . ,��,� I i,,.� I .�� � V#t ,-, "I. - ��,�-,'.,' � � , �t� ., � . ."' � ___ _- - .' '�' ,;4­f��,, ,,- , kV, .1 A� % � : f , I , , I,- � 1 I "� " , ,�ft ­'�' -�,"'�"' , e .1 11 �,' " ,� 1 ,�- � . � , , I �.­ 1- 1 , I.I , " , ,*A - -, , , , " , , -,�' ' '- , - . ". %, I - ,I. t .�;" � I " � �� . ­ W 111�`*%� 11 , - � � , -, , ,�, t'� I 9 I ,,, " ', _, I , , I , � , '� g'fQdt' L No oreq�`�Ii$ to%rernain 4eriud�4 .for more than 7 calendar days I ,. �, , , ,�, I ,'� , - , I *,-III � � I ,% . . , , kt , I � " A' I % - �,, ,I, , ,'A ;, ,� . . , I I ,. . , "' -- , �,., " � � " . � , I " �- - .- -,1,Z -:: /I ", . , , I I , 'I � r I,U , , N", I ,, ,t,,' T _ I r, 11� � I I % "V , , Y j�, � - � . . � � I I � - I 'IN � - 1,, , , ; K .1 I TA "A' 4 , I " , - . ,J I � 1, I ' ' _ , I ! 1. , ., I , $ � # 0 , . I . � I., ,,, "I � � I P , 0 " .. . � . , - " ,'_ ­ � ­,��- ­N ­ - �: , - ' ' , .V 7 , 11 r % I"" ,� �Z, . ' ' " I ,-� , , I " , - -,� -e',i ,Sj% . I I - at Jhg�`e�rliest. ,possible. date qftdir',es,tablis4iA I � I � : -, � � . j ; ��r ,�r '_ , I If , I - ,� , ) � �� I - " �i 4 � �t t I . , - ?' � to L, ,X �, �, , h,� isj ,not,,in ,prpitess. . � I , �� _" � , I �. I�,'� �I� I .t I 1 17 ­ � .%� ; �j. It 4 1, � _ 'i , ,_ -7 '-_ ,_ � , � . I L.;9_ �, , . I . � I . ­ 1� t " t 't 'Il',­ ' ,�,,, I - .. " , " � . lks,� I _' ( �� - ",�� "� S"e. , .. , 1, I f, , 14, - . If 111� , � 11 ,�, ", �, � wn , 'i " , i Y111I ,� , .1 -A� , I ,! �, w " I, / (" . . ��:I�,I"e ­_L "I 11 , 5 � I I 1�-) . _�:" . , " , I . ' � I I � ,-,` .1 " I— - � �C, �1. I: .., I , I �,,t , ' - I ' � ,�� , ", . I . .,',CQn,rqc,or q 6 e n tip and , . � -`,"� .,'­��,N­ -0"Z; ' '� . , ) . ,,��, I, ,,� ` , i6i ( 11 I 1 ;4 -.1 " d ' up ' I ' , pe�ldyjng in the off acted ,`�"!, , �,' , I I VA $ 1 0 ,,� restore disturbed. areas,, immo , id . Competiohr,of ,pi' I I -- I ., " ) �, , " � - . - I , - - , I � II" ;� � 44 4 "'A , -, ) A, 4 � ,ez�,Iwt , ON,. , . I I I __ , " I I I . I_ � I , � , 'I,'- � . ,� 'I �� ; 5' . ", � , , 7,, , `6� �,,N, , , " � .�. , I _ , , I;,,, I , . ,, .., -, I -1, , ., � I '-- .. .� I I - , - 11 tl% - � I I 11 . � "I " I ,� .1 - , , � '� I ,,�._,� , � I Y . I � , I I X � - -i"R, �. , �1` �12 .10' - 1 1 ,I, I " � I , - , I ­- " , �',� -, � "04 � , . I . . I -A,-�� , ,,, 11 . ,;,�"W"':-l'. ': - - Z 11 " , " - � .1 . ; - . z �.,, " .:/'�", "I 7 dL , r . ., , ­ I , , I ., , I � ; � , .- � . - . orM , , , I I . I '' I I � "I ., � , i � I" , , - I , I, N , lf� �, ,X" V11- -, -1 - : . . � I; " , ; " �1�1 . � /, � � I I '4reas,,of'the� site,vhich are ,disturbed, �y his, construction- sf �, I - , � . j "4" , . 1� , �� ,­',�,,�, 4; , . , ­ -_ " 14 ", �_ �__ � � � I "I I I I . , ." � I I" --' I * I - I " - P 1. �_ ,,� e-, . I I " � : � ,�'o .1� I . P I I , " I � - , , �. A I - J 'hei; 't I " 10 � I �,� 11.11, J � " , ,,9i - ,_ S 7 , I - � `�,6 10 -N 1 _,V�r__47 , L I., J�, -, i I �5 1 � ­ . ' . I � � I . I �. �5, � All u6pave ,'1 vqk be pfkd�d .with .4' topsoil. . I . � � I . I, � .� I � - I ­. ; I 'I, - :� "I � " , � I ,,, II I , ". i ,Vf r . � �,�,q, )'. ,`,�', . � ,�,,,y , , ­'� ' ,,�,� � 1. ,, 1 � 1, I ,� .1 � I I � 1, 1. t,,�(� ." � . ��:"-" � ��,�, - � �. t6�, "'., , \x" � , I I I* I t"', ,­ t . - I , I , - ,�P � ­ 1)" N � I 1-1 el, ,,, ,,�j � , f _;,% ".� , _ _,V,e 4� ,�� �, 111-1 . I I � 'r , "' .. i­ � " , 1:"W�,"'. ,,,,,, � I I Jertilize hed, ' Seed:,,bod AB � be wot r d mid, ,' . � � I , I 171 '? - _ . e 6 ri ,c d f us � " ' vidt a ,�kl _ I , � di, s6e� vi. ,�.ssury, �q pro I �� , ,,--oll, , �', , , 1� ,P , . , " I ­ � , ,� � . . I I , " I . , , , 4� ,�,,. . th, - I - . , . I - ", "- L, W t ,­� ­ ��z % 11,v 1�1 _�% , I,.", I , W` >".% - � .11 � .� I , I I r�. " , , ,.-'I �/ � , . "k!.) A , , , , 5 I - - 4 , C �, t , , ­, I *��',`�,., e I � I k, ' yl�z t ,q ,'i I I. , � JL-"d;, coop0tbd all � /. I . . ity ss bot gr4ftd, shall��bel,'Oiscej qn&teedeO`,� 6, ' eve Jawn conditions. I I Y - ,� I I, .-r �--,, , - . , ,.N . - I . , � , JevOfed . ch , �, � _', , good" lawn q0gii 1, qi�a cover. ., I I I I . I I I ,_ ? ,� � , � - '. � :- � �, '. � I , , I . I "_. , L I � N fIi, . " ., . I � - J7 0 " e9_N, ,-' i", _I1 �&L , � I . � I �, . . % i" 4,,�, ,I' 1� , .'__�,,4, , " � "o . � - ,,�, , 1�1 I '. , � - I �, 1+ � ": _i � y - ­�� 1� . I " il,.,f � ,,,,� -, 1, ,,� Tal, , �11 , - � I - - r' 1, "' ��R,;, �t '. ,,� �1 ,�,!T­ - ­,,� . I I F I f -- �, - , , I � ,;; - � ql,",il . ' - � I - 'i, , ,,, 'I., 1� � , I t2­t� ... I ,,p 11 I tl�ll i r, .5 " I I I I , , - � ,, � I _1. I I I ,,� I /11 I . _ . � ' � � N I . , ,� I ­ 0 t I-L ,il v-, I . 1 I . ­ i I , . ­:4 " a . I .1 � " � �, , V, V , -, - . 14 L.� I ", . I F1-R14,__`.RES`CLUE I . . I ,� � , I ", 41:11,�- - 7 ,�-p �� , .� .� , 1" ­ �. �._ � .. , " , I 'r -, ��, 10�1 P I , ��,_.­_" �6511 1 . ,��. . I , I , , � L - I � I ,- - " �� C,g , , ., - , ,�� ­� I I " � " 11'� , 1, .1, k ­ , ,� , I * ,V � , I - � J - I , t , �, - I �_ k � �, ,� I t�,,, , !� '! � � � I I A �,_ i S,E'P, � ) . i It.- ,4, , "' � I I 11 I . , 1, Ire Mqi 1�011., A -Urn . X, ,�, ky , �ff 07 �, ,-W,,,�,-,,','% � , � , V.4! _I? , , 1_14 " � ,� � "." , , - I " . , , , t. Burning of !and clearin§ debris requires, q :permit irrarn thie,-JC6b)qJy F � Tr T,Xk' I '. k t�� , " " I I � I \, � � , " foo , � I , �' �,".; ,: " ­ ,'e' � , ,,I , , , ,,, x I , I , I ''I , �,1 , 11 , I �,, I eP .I` -, �'. � ,,,, ­ � ,I I ..'� : , r I 'is prohibiteO, - , - I � -,�� "; , ,,!I 1p �'. - , I. Iv `!-N�,*,`,��' �-�,,,��,'� , "I "s , �,_"`1­11., � I .. i ( A �k �, '" r'ing of constrwction deVis on site , la " ,,, ,* . ,I- 11"71., . , , , � . I .�- - lq,� � I . ,:, ,,,&' � I 11Z �X,�,p , .1 . I � ; . .1 � . . � � � I 6��, t� " t I .. -1 I ��,,k , !, I , i , �w Y � I , r 11 31 4 i� 1. � I I!, , evii, * - oh"'I Js must be 'thdint Airn I "T ��A � � "I � � , ­�, L k' .1. . 1 .4 i . . ""'n - ,.,� 7��': ,,, , 1, 6 e " 1� uj 1 1 � ,�, 7; 1 J I r� I I t �, , i�� ,," , 11 1­ � I � -,-,� .! , - � �.,-. � -,��,,�,,�` , "; 1$� ':� J) " � A� O'��. , � �'A' -,, i e I W, , , .1 ,5, I - - I , , , ,".1'," ,�" � -_;�,'�� A ,-A,'- I - .�-, 'y 11 , IV 111 , � � "I �' I �' . � L, , 2. `�'111""'_-Ili ,,, , t, - I . 4 �, , ,,�, , . . I . ss for pigeric ained. at all .es du6n construction, TempQrdry street signs �� '. "I �' _ I ,*�-,P , . . ,�­`­ V Um '�,:,, ", A , " . �-,�, ", "i _`��--,',,"' � "., , ", . � ' W, " �� ,�k4 `�,­` % I ­ , � ' ,,,� _& ", A I " , . - ­ , . �_ r -.'�';�'.'�_',.�� ,� I _ '. . .1" , �, 1� 2�, ' '� - , " , , , . 1�k4 I ` A- ��_ Yi ", ,�� - ­�­ � , al�� ,C j sl -fire ,,# I , � 4N �� I "Oe posted 'ds� con (ro'ctio�'h.,be'gins. Contractor must ,ensure th( ed 'veh'c*les,`do,L'nbt JrnpecI6 access to , A " �11 ii . . � 01 'M � I � usf be ri F V, I , ,�,� � �A��'�, �,% N , ,,,, 4 I I 11� " 7". " ,,,, J%� I I I , �� '�, . . tSr ' �, .", I I t � - 11� � r I , I I - at I �, _r . , , ", , J I , I M I 'I- I I , 1-1 I fM , ,­*4 I'­­� ", , 4 hydran , Fir,6� Hydrants pre not to be ,obstr,Octed any lime� , ,.1, � �, � - , ,.,;A�� -Q'l % . ,� ,,,*",f , �, t, .11 .1 . . 1. -1 . . - � � , , � _ _­ r �. � ­ , I . . I'll . -, , , ih4 .�,� -.,r , ,, ;�W , rl,�,,..S _,,I , 11 1A. P . "� I A­.�: �,,- I. ­ , ` 'd i '�Ik � y I i " �t�l 'i ��­,_� I I r, I ,��fl , A �111 1,�.y 0 r, �, , I .� 1.�It�a ;1 -, . �� Y T, , , - I � , I I r . � . - I � 1 - I I "N - " ') g 1.� ." "i I, 1, . - . ,­ 9 ,� ,J " 1, K, I I . - . I I I I I , i � - � I III., 1 g, p/ I I ,. �_,�,- 4 1,12; I "f -, " . 6`7�,�V ", , ,!:�. I 11 � . ... L _.W" y, . 'I", , � I t, " rgv! , e. . , "� -�, ;I, 1. , 1, I ". I I � I I - _1 ,� I I I � , I I � !) �� , � , I I I � I 1. � . � . 11 � 1� I ��,� (I ,-, 1, "" I I., �, :,t A,,�,.,, �,�' " 1. � I � " ' ' ' . . ; ,-:�,, , J� ) , ,,,. -t,� I 9 �% , ", , , �,,' , - � ,� ��,, . �, I +, ,., , 4 ,.�, Is. I , "'! 4,-ol '01'��, A ',�' , -0;jf4,,�', �, ,,,, --,,,�� " " �- ", I I I J 11 I I I * � !� �,,�; 4,�O,r - �, .. . ;��-, !� t , ,�.� �! 'I . I ,�, III z -1 , �, �� "',­ . . . , " ;%�. ".4 , J _ , '&�,,� 0 , r ' , " - -X _'�,rl; 'I, � -, ,". " I I ' "',� I ' V'.I�RrG�l .IN �'JM , H QR1 ON , � � M ,,� _ , , _ ,,,,I;�,,Iw� � I . t_ ot I , 041 , 'r �,. " , I � %�,� ''I" . r � "-' ,I I I I NIA DT,9F . I I . - .� ":" - It, � � , -��,.,�,� ; . �I U � _� , ' �'. ­ '­�Jj'�,(,��'�" .­,, _R �04, ,_, lv,,� , � _�, � , �. �, _1 , .11 � _ _ � ,,W � _A�� I ."L, , .." , A , ,, - 11 I T .1. -11 ­1 I ­T I � I I - , t �? A. J I., , �)Vv ,�­,� t � I .� I � 1. � . -� .I;, i� L , I �. ""r NV_ 1 "I, ", ,. -,AN- F �$, f 0 , � , . I . . . � I I � . I AM � - � 'i", 1. I� I � I ; . ­ 't.,-- -,d'.,� �[,,e,A­'�- ­ I I � I � 1 4, -�',',�i, 4'. � , v J I - U`1;�11Y­-,_9; "I � ,� -..,,� . , q, .1 !, , I " - I Y I, ,,,, . " ,. '. 1� I , " . R � , ""I X f ., - I,, �;41ja, k3l " � , f 1�;�1_111;, ,� I , " ��4 JW I , , , � � - I I � . I -this, project, - ", - � � _ ; �:, ,� I , ". , .tLl I, i � �, �, .� " � ,,� - , � � I v . , I I 10, , , , �,g - -11 .� . ; � , I .;( . I., I,.' ­", ,,� ,,� I . �, 0 I � " � � . - � 1� I W ;,-,, �� , , 1, ­�, �� ­) � � . I - , . �, , .- " ,� . I I . � Ir _ N 11� - `� �_ I , k - I, L, " � �- * , _ - ­,", � . , - V� , , ,, �1 , I I N � '? , - 'N - � , - ` � �_,­ � � I 1� , 11 17 '. I ' All work*' on - ,skaW Conform ,to ,the �lotest editions of the Virginia Department of Transportation (VDOT) lr�, ,,�,�� V%, ,,,,, ! % -, �, 1� U . . � -and Bridge 8pecifita4ons' and� 'Standards ,The Virginia Erosion and Sediment Control Regulations and any other , j _ , , , ,,,, k,; , -_'N,� , q , ,� I .., � � , " -, �I " ., . .,f�, I , , 1.6�,­,�� � .,� I � _ ". k ' ' Tj,"J'- fa __,-'S'­,� ' ' ff� - �'J " I." I I S,� �1 "qq,, . , . . I - � ,N,41W k , ,_ " I I � ., �� �� 'r, " ­ , . I ions r � , ""`7"`,.�*-�'�f -�­ - .�,;­, ik � �,t X" -�, " ,0'14'?,", ,­', I -eh , Xtl , ,, y 44 1 I I � I %,-J� 't ; �, � - 7 -1 � �J " I I-— P ­- I,A 4 , , � � � - �, . - , , ­�'� " r - Rood' T" ; � t , , -� ��. - '. � - " /1�11 Jn I . - .7 0� , . , � r ,� I I I " , � 1; , ,� , t, I , , ". �� ,;,�, 4 - :r ,-. - " ., , , , J I I I I ev ,'t of conflict between any of these standards, specificat' � "/,� I - ­.-, , - r � 0 - 0, _ -7 "� ,; , . '1_11 � / , .- ,(p,� , , - I � l6cal req.4,60s­6pplicoble. In' the ' , . -,,,,,,, - .I; .- � ,�,4� 1 1.,�,.,J �,_ , --I'- I .S1,EET INDEX , ,z I I � , �stdte, federal, or , '_ _ , . ., . . " 5 1 J�1' ,3­,�,. I ,,� ,,, � " ,�p I " .,-"�,`?�' � 1, I __ , � 1_! I . , , 1, � �� , , -, �tq�, �-, k i � � , ' L � ,�, _�_ , " I , �6 � ,�,� ­,4- I J_ , _e, - , � , , � . I ,. , . 'k i - "� _I . I I 'k . . , '�'_ .. , ,,�'. It I- " I � � ...... . % � �`�i - �`;i��', , I . 0. I . r ost Or, , ,a govern. I I ',,:��, ' ," _ r % " � , , . , . � K,,� k 'e" I I - � -4-­­ _,!�Z'�,�,n; .:`/-­�.,,� , � � or 'O inige6t"sh, 11 " I ',�_ _1� , ',,� , `I�t_;� .1 �, ,, A , � � ,Iv , .� Ions,, the m j le -I . _ I I �,� I-, . , ��,_ .1 .1 ­ �'�r r ,� � , I , , " 7 , ,,,%z..­1 ti,,�­t-,,�­,;� .��, - s ' I � , , , �, -, Xl� ____ I I �, -�,' '�'o?,- " '-f ". I I_ - , . I 11 - . , I ,� � "'i ­ � . T, � 3ffl . ,, . . I ,� I 1, I I I "' � ,!� g ,­g 1 . - - I I- I "W . � . � I , , .. I i I , ., I T ­ , ­ -, -, - - _<3 ,- ",?',�" I - I i",,r � I I .7 I � - �,3, �, , (I'. % �V­rW 1q, I , � "t* � ' , �, * I I X , , I" I � �� I . I, �� . . -1 1) W - -� ,,7, 1 , . I I . , , ,� I I � i xnply 'With the latest VS. ,,De ortment of Labor Occupational Safety & Health Administration , , *1. , 'C j­. I' I \ .� I 1, I 1� '; , . i " - " , , '��_­ r _ -�k Z" - ," C " 1 2. All construction shpli co . , , I � ", OP " _�11 -1.1 - - ' r, �' � � , _7­1, ","1L;­, ,� " � , � � - '­ - I , I"t—IN': -, , .;'�' , �,­L -, A, I , ,,, 11 ,�� I � ­ I ­ , , , , .1 .� - I - , . � .1 ,I, >,"� I . I" i . , , I . . . . .. - � I . - 11 . - � " �r, , �, I " , I , I � � , 1-1, , , I 4,2, .� � � , � � ­, . - , 'I COVER SHEET' I ­� and VQ$ qlcit' , , , � , ��, *. -,' "' , � ", �0" I -, ."N � q ,_0 - � I I Il -g! ,� - I ,� �,�' ` " , -�' ,_�, "i _­" �,A;f F,0,­ '-,' -, - I 1J. ! - J,�� I.i;, * '� - �,�,��,� , ,. , , ell M1.11u, �� ,�,N\ . , VV,� 1 1 . I ,� . I 1p 11��.� " r. _ I � I_ 1�-� - . , , r i " �') -1 , � . ,�,, I " �r , L � I I _111.1� - . /tr 'Ii � , .1 H R-61 6s; �& R . , , , , , ��, ­ �?,�­ I I I ­ . P ,.ions. I � I . � _ , " .11 .1 I I " IV , � �� ��, ' ,_ � .. - e� �� I 1.� 1. , 4Z,w, ­4 , I I , 4, . _ 'y No �, _,,�i , , , r �; " K _1 ., , -�, III", " " 7, - I , � _�o "& V. - , ' ; jr'�_, � - , 1. '� ' , I., N�, ,"It I R, 1, I N'. ,,,,, I I en working on VD T ri h1r f way, -all traffic control, whether permanent or temporary, shall be in accordance � 4, % � ��,,� "', r _,,,� r�� _, I 4, 'It -_ . , 'yf - � I - �I` I," I 11 '_ _,�� �, I "' ,- '. . , - , . I , � ` ,_� 5E -r, �; 3 ,, ". ,� 1�, ,�; I" � ), _ � 3. Wh a. 't _i I E�', �. r 0 ­,'� T I / , , 1.� !,� , I �, -, � .1 P 7 ,, - eA I , ,1� I 1��,.,;., , -,,."I � V.- T �, : ,��3_ I -:- I I 11 , - , I ,� 'C'... - I � 'r, ,� -14 lcg N, ,',� il), , r,c. � ,_.. ""I I .. � � t.­­,�, , ions, Section �t,�,�t�,;;",f­'�,,, �,- , I I", �, ­ �, ,� ' , 5 y-, , - � .,;, "m �,�'4t�, ,­V _ � � . with the current edition of V,lJOT s - work area protection manual. Furthermore, all traffic control [loggers must be ?P-M � ", __ -Al �,,, " �� , ., - , ; �4 4� , R1; "e, . ,1� fg. _�1"'I"­ " "k 1,�-, V,,'. '4 , ,_ "'. ` . -accordance with, VDOT's January, 1994 ,(or bte5t edi on of) Road & Brid I �' I, J1 � "I'll , "A ,r� ,� '. , , " 'y I (V, , , - f , , - �i� I , w,g I i:_ � 1. .';' 0 if, ­"� �?. I , . I � -1 , 11 I -V � I ,,� � .,� , k, ,,-�'PL -,! � ­ (_ - - � I . , ­," , F ` . � 9� I f p. � `�, " �_ .� , I ..? "-,, vo, - � 4f­c,� - , , " ,,, "I i ; Q111131../ �- '. I " , � A�y� A,, , I "'_' I, ­­­� � , ; .11� ') ., I "k% I 1\11 , . ��W. ,,I,,,,- I I I - . I 'r i� � - , 1.� . — � �'� I* � I I 1� , "", - - . certff,'W, in I t, e Specticat . - ) �. � t.-­ � � I . �f,017$1- "`1 1"� 'I 01 , �� 1 - ) � .k� , I � Z�1,711 ., - k, "� . � �,­II, , - . ", &Tr '1�', .'O"a, 'A"r --- . I, " .V�l ­11.14 11" 1, � 1� � I ,.�, ` , � 1 -C. �� ­ I I,� I Ly ;'I , , , I ,,- ,� �, �� T 10-4.04 - ;.�_ �. I 1, 2 SI E DEVELOPMENT PLAN I - . �/ � kx � 4� The devefoper shall be responsible for relocatinq., at his expens�, any and all utilities, including traffic, siqnal I � ,y�t,�i � 4 1,4__ I I �tf` 2,�,;� 7 � 1, 11 I ) " ,�,,- f x , ", ,,, 1, - 1. I "� �;_, '­111 I- � . . . , I, W", I I I . I III. , - 11 -1 , �, ., , N I I __ P# I 11 'I"- I,". " - I t . " � I " I . 1. , ', ,i,�i , . I � .. -- I 4 � � I � I - ,�.�,s7j,f, I � �i - �,-­, -1 . , , r ) ar- , -n,�� � �, Mi. rk,,� I I ICIVE!, �Nl 1� 11 , - 1 � � ,_ ''9 � " _� � � "11 ; �, I 'r, ,,, � -�, �� .... "";I . st A,b " * "" / i, , / 11' 1 I=411'-�� 'A71,_ - ,.� , . � I � go,les junctiorr, Nxes, controllers, ett. owned by V.R.Cij or private utility company. It is the sole responsibility. of r � " 1, i, ­ _4 ? , ,�, 1 �,,, " , �, ,,I V , - ..I .r, < -0 I %t - I � 1 4 i)­, "I , 11 � * P�Io '� 11 I�� �,,,�",I I . ,,'�' " , , " _­ . - ,­,v i r 11� ,I., 1,1)" - 3 GRADING, EROSION CONTROL & LANDSCAPING PLAN � . . I � I I ,�,, , I ion �� , � � , I)- I. - _�,�, , , - , - � ,�,� V,5. developer to locate and identity utility tocilities or items which rhoyi ,be in conflict with the .proposed Construct �t, "I 11 - - 4 f:­� r , , -"vv 11 I N I i";'-, " ., !�,,� ­ - , � I , � , Y, ,� .. W 1 ,� ­., 1. ,f-':!,,*�_ , � X .- f -.1z" I , , , � I - ��Iq -� . I I ,� " , " , J - % 4_ I 1� I . I , I, ... I I �. � /, _7 - i r V.� , .1, 1�, , � , '. I . ".", . 1, � I . , I- U :% I I . , , I - , , _ � �, I �­, , I I - � 1 -� A � � , I ,�v,Z � -, ��,,,, ,�, , I'll, I I � I _%r �', .; ` * " I I 1 ,_ I , , I I , , V� ill/1- I � ", 1� , - ') � I activity. V.D.O.T approval of these plans does n�ot relieve the developer' of this responsibility. ,.�� '. . " z V �� �,`,%, �', - �, - , - - _ , I '11i " I, ,,, I I , I . � .- I ­ �,, I + I � " )5z ,,, , � 'I , � . . , - � -,�,._� ­:`�'. �� t -1 - � , I I . -. � _ - , j " ""' , � I , ��r� . , �,.� !� - . �._ I N , ,�� -- T-­ , 4,� -- - - , - @ - ,,, � , I � ,,�t , , , �'� I, I I �,1.,,,1,,,, ,,� , .;;; � N, �, '� . ..... �,i'&;_ ,<,�,:,, r � I J -,.,, ­111-11111, r,� , , - - -- W,-�:,�;, 4, 1 "I'[ ��, , , - I I 'k ­ " ", " '. -,. , , , , to regulation., control and safety of traffic be subject to change ;177 . Rl �, ��', t "I ' _ ; It � , �, - �_ R_ , 5. ,Design features relpti ' ng to construction or I � " . � � � " - P.I " e, ,- , ,/ - a$ deemed' ner,essar by VID'OT" i - rred q I q mn�i e wi ". .� . 11 " ��, 4 MISCELLANEOUS DETAILS , I ­1 '.." .�� ,�,,�.v 1k ,,'- '',;��_,,;1111� , � - - 11 be -�, ­, . I 5 ( ,�,� � ,','� ii� " , I I, I � ­,", I �1_ I -, IF. - �� ,�, . Any addit onal expense incu , � , � ,�, awg,=_(�,-. -,ssvpi�' y "I, � , � I ? I. I , ;?" ,; . . 0 "z � ,­`,.'�v�' ,,, " �, .�: . . �, - ,_,�% % ,,,, . � y .1 M% . , ,f " I I., '7" , _� ,,*.Z�� " " responsibillty of the developer, . I I, 1 Wit! ", �` " �,� � - � .. , � , I '. , , 1­ -,- , " ""I ,F 9F I I ". � I,, �I I , 0 . , .�. M � V � ­­", ". , �, I � �­ I If. � .- 11 � .7�1, " , ,: " I ­, .,,,, I � - - � � " .W 49" i ; �,4, '� *','-,' -, �Ii� -3, ,; I * '/,,' _ .15� �_�i�� 1, 1" � ,tp " '11", '�, , ' " I , % . , ��10,,�� " v", - � - 1, � . . 11 . � ," , r $ 1 I . "I �;,�',,- ,�, " jr,,� . . 1� �', I _ �, .� ­$- " -,k ­ I. !� . I � �� ­7 � , . � e; C �,N`, � . I I � , .1 I- N�� � �6'1 's kl, 'I', I ,r ,,�, , -, " - �'-­'­ 7,,',',�,,�;�'-,7,�'-,N� MISCELLANEOUS DETAILS , I ,,-4v" 11'f . � 'j;� 11'�..`. _� 11 � f. , any work on VIDOT, right-of-w ­ � � , (R) - - � ,-, 4*0 ­ - 1,---.,;-��;� � �6. Prior. to 'irfitiotion of work, 'Contractor shall be responsible for acquiring all necessary VDOT land use permits for " �i,*A �` ; V , _1 , 1' �"'�, � � 11,66 k �, "I -V I , - ','� ., � � - " , " ��., �, I, r-,) I 7 A `�, - % � ,� �.,� �,­�- 11 I, ; '. 1 � � , ,Ot - ,% .� " ,. 'I I I , ��* W�,, t "', �­ �,,� ��'-` �, � t , J� - F,,& - � ,, , Sr a".1 . � , I., ,� �, , I ­ , ,� %T I - , I , '" � � � I I � 11 ;IN, � ", , � 6� R�l Ir " � I �', #;�,- - , 1-�­ -t­- � ay. � � , . �tI _�,�,',; W I I 1�tl k", I 1114 141'zl�_ZVII I ". � 'f ""r- '" , , ­� 1, ":,$ QV I ,� /' r . I T% , �� � � ­ -� ." ,%;­:;- '4�,- , � " -, V ­ , ­ � , `� , � �,�t 't, �L -7-74,', ", i '9�7'� Ive 5 I � 7, If required -by the local VDOT Residency Office, a pretonstruction conference must be arranged and held by the � k, - - , 1111 - I N 4;, , ,'�, N,a%, � ,,L . - Z, � , , , , S Up, �,V"r-�, - I �, , 'I ,� , � ,; __�. I I " - , 1. ,,'-"?, 2 " 'I J�r I � . I . M,� , , k,,_ ,. n', _,', "' , - 4 ,. - , - �, AAt I . __ I.t' r I - ), I � 11 '_ � � I I �, , " " ��? , , , '-�'� , ;'4_ - - ,,, . , engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT 4 , "r, �'J',, I:z_ 4 Nw� 11 I r. I 1, .41.;__� , � , , , � W, -`��,>4' "I"".111,14 1W C '15 �� . " � I . �,;, xR, � , *, 1. 'M - 'fl, I . . . - - . ­_- - , f. " ��,�'� , --s" - , , �J­,:` . �� I i 'r ,� ? 19 , ­ , Z,,"aa - '.6-ts% 1� �,',, � �"' '. r- - - W , , � , .0. . I - , "� . I- �1� , I-," " , - _ , - "' - - I �� . 1, -�t "' , , � *� '. - � - I— I i � ,."W�­1"i'_%`&W I 11, - - .,tT, — I � , .4 'k - I I ,� 11 ,,_ _ '. ..-I , � )4 . I rior��to in,itiation of work. �0� � �.Re-.�-*;' J :, " ,P . . I. '. . � I " , , e-,", Q. , , 'I'94 $ - � ,,,�,,.:', � - - , _ . - 1. , � " 'I . ;,2 . ­ , , I , " � I, � gmt ;� '41, �v ? � " e;`,'�'-_ I - -$ , "; , , ,,*_ 4A P11 " -1 1"l, . , " � ., , f I .�­` , -'N - iv � "", I I ,,- _;,11 I , )`S`� - "l, "i .�,­ , � -"� , 'r ­ I >_0 � i� 1; � , - �, .-P 1 t b - , " �11­ 1, ,,� � . -,o , I . , ."�., , &14 � 11'-`�, �,4,1­\ "n,P,--,,1, V ;r _ W Contractor shall notif the local VDOT Residency Office when work. is, to begin or cease for any undetermined . 00' , ".­,,­44';`77�v, . "l, " " ," -, . . , , � '. , !, TT51. ,,�­. I 4-11 � 17 , I I - , ,,,,')10�?'1- %�[.19-1, , lw_ 4 11 i 7-1r I I " "T I 011" , �', 'j, ­1111111 � � "" , , ,�) f"i - VDOT ion. -, , , I" 1� I � , - . , I , , �� .7 A11- R I �,- - _�, I',' A y -V,Kr,,,wf " . I M P � "� 1* � I" I , � length, of 11me. 21 also require 48 hours' no ;1� , I I .1 , , ,� ./ , , �: 1 tl� , I 1*,P � I I - , 11 j�� I V I ­ - .1 � , w . . , A - I N., - - � , I ,.,,� ,,, I',!.�-� T, I , , I I I , . - _ ., , '1� .',�,�- '41� " ". , . ,� -, !,; ') .,,., � , 1� I I Z� , - _`_­� I­,,�-,�: � ?, , , . III .1V � - I ,el, ? - , , I . J'"', ".', "��,,.,, ,:t� "'I'- " , I "' ?), �' U�! � I , , . , '� � � ell _ � . , . , tice for any inspect' � &,L" 1 6f; ,s, , .'r,", , , , ., . '7� ��) 11 ,� -: ,: 1- , " , " �,z , I .1 Y I �.,­ .1 , - , � c N , - "t " '� _ 11 r I ': 'n ." ,,, 4&,�,- ., , .? - , - , W M .-, "I 1, , . 9'. T ' .r will, be r�s`pon$lble for maintoinin �cite access to the project, from the .adjacent publi rood- .- � �, , t,�'. , ,��7 . i7,.�, � I 11 . . "� " - - .1 -I way tlh*rout, construction ood m aintenance of a conWuction ontranqe in accordance with the Virginia Erosion & �-r� " f 1p, " . I �1 I 1­1 1, � � �� . I ��_ 1110 x? q . , 'T, , (,I � �­N I �,� � , 41" , ,�; , , I, - ., , .1 ? I - � � ,,, , , ,,� �. n� 'N 0 �. _'i"i .1, � -1 � �4 "4- lill� l-, ", , IX .., �,O.�'A�, �A I �K, r' - ,I . �", - — �11 I _ 10" � 0 ,he Contracto ,9 odeqi) I . � I 0., - ��'11'1.6� � - ' I I , ..11, Q ... ­t.r_JV, - - ;F,el " , , �� RR"Zi . ,,, -1. 1 C�*14­ o ,I,, I " "e � 1; 4 "", I , ""Q " , Z%_ � , -,� , I , "' ", ' � i tj � I 0 fl, �w " - _ � I - I 1� � I ��h ,e .- ,e occess to other properties affected by this �, ., I , , ­ , " ,� � � ��_,%, ,x . , le � �r�e ontrol ,tiondb ok, Sec 102. Furthermore, , , , ., J ,_ I � _ - - , project shall be ­. � I ,�I . , 110 - -, I ", - �I�. , - ,,, % ?, �, ,I _9 , , �� .- ", " ­ �IVIY -1� � "Z' ,5 "! I r ­ I ;,,,��, �, , � � ­ , , 46� 1. � �a�4;4�sl .� �, N-11_k� _ I .� �� .� , !�o�pg r,,,,,,,,;,pP . � ,t�,� "". . I , , , , , 41-, - ', . I i�" . �, � - - �1. .1 ",P � I ­� , . ,� , ` 1� , - �. I 1�, I -� ,,, , ,�,, - " , - f lf"N,�A_��' _0`1 . rna,intqii6,e� . th'rci�@h ,p. n�structiqn. The Develop* shall have, within the limits of the project, an emplo , Ir .`,�,��,'� % " , � � �, e �, ,� . _vKy,:j'1w­, I � " . Yee , ,�, I "'g, -..".2 A �4�� . ", 11� ., 111 . - I /, ,eK I, , I .� �C. ,� ,4 i 11 "�. . ,- ; .,-, � ,,, , _ "�,.-�Ivv-�'4',, � I 11 ­1 '/ 'R ( , . . .� It ,..-- �, , , " ,�,�, � . �, �,4' -k�!,`�- � V_ " I N, -_ .1 . I , - tb 6 , � - ` � , - , , ; 1� , .- "" ,�, I certifie:d byl Department of Conservation and Recreation ,in Erosion and Sediment Control who shbll ,. 10-11, ? "", " , � � I � '' � . I . � , 0 11. I- ,,�­. �,i . I J 4�., 1" -olntrol devices and, me.asures f,or proper installation and deficiencies immediately rr , ER , ,�x , , I fl". 1. I ." 4."'e. " " � � 1�. 11'K'zl� I r ­ el� ­ 11 . I - I 7 �, - - � siltation. o .-- ­ I i� ,.L ,r� , " 11 Z, ,�, ­!,!, - �,,I,? - -- - -, I I 'I" I ,* 'I i. �, , " ., i t - %­�.�I­Y 6 s �, , I - � I after each ra:infdll� 'dt 1,6ost d,qlly during pro.long;ed roinIall, and weekly when no rainfall event occurs. 'm �,,,�,_;Xd,r,-, I, , , � '0 ., ­ � .". �V412�11 - -I -1 'I I�j �_,­ p �` , - . 05 . N, � r inspect . erosion and ul"."eN, Z" W; 1 A;.� ,� � " 1,,, � _� , � I I 1. - � r"! - p ,I� �, , f� n . - - " Q , ,�, .. � , , I - ,�:',' , . _41 � � I � I . � I , -� - �,'_� - I ,,:% _,.:,,� 'O", , I., ,� , ', , I 'I'll I mrt,­ - - , - -� mz- ,T � , , ,I lx-ol ,, I . : N '. 10. Contrqctor shall ensure adequate drainage 'Is achieved, and maintained on the site during and at the end of ­ ,,, I I D r, , � "."', ,,, ,,`rr`% " , Al,i$ '_� _w,.�, ,-, - ro4, " In, ,��,�.� 7'.- -� -A , "k " . - It' f,- , .?W', , - I I ; , I � "I � YIINN& g W111 �, I _� -.J�,.� I � I , I I .11 . , �, ;, I , -, ,�/� 1/, ­1 J., �! I go; Ir *S... , '�'T - $W% .- �', IF 40 '? --j, � Io'. �" "�4- 1 1 r I . I r, , - � � � � k, N, �.� .,,, " - I-,-- �V.-_,, , _11,1 - 10­1 lu , , , 1, . I conSrtruertion. , - .� 1 ,. g -- V111 , 1.�, " -� " . I I " "*- ;. , ','. t��-,,%,�, j, I '116 N7"f " �� " 2- I . ,� , , -j-', ---- ?�­g� I, i I � , - !��4, X" ,�, 34 g 'N - ''I'll 111. All' Wa-t�e�,' and sew6 lines within existing or pro osed VDOT ri ht-of-way are to have minimqm 36" cover arid, � W-A 1. ­1 I I ,:­ , I �,_ � 9" 1. , �.i , I . .1 "I $ ,,�,f - - I I I 'I I X 11 % 0 ��f �ej "" -11-K-1 I I � 1(11k; .41 �41­ . R " e "' ` V ", �� I I El ., � �". . 11 I. I I., - I � . � "o, t I '11, �% 1A, , . N ,�'l I `�q; i" - I ,,, t,'k ,�i�� �, , e %-,? 4., - .. �olj . ", ,�, 1� � when possible, to be installed under roq . I �� - , _� , -, ", ,�, S I " �. 4",�, � . . , � ­42 -,K,-,-A,`.-,­'--,-,A. � 'W'i 11 1� I ". ", ., Z*t I , 16, "� ,r . , -, '. - � " , , P '� Ile _:,�, '-fT ­ . ­zf Y I . - I I (I -,., � , r f V � �i 1� ... I ed during the c � � - �1` I I" , � , , I , , ,!if��;x, ftl' A " ,�;!�,,i " "I ,�. , " * I "' I . 4, 1 �, (� , � , , , 1 1 . 1k I � _�. I � ­��,Iyy�� _�41 , - 1,144, � , � "I � . � _0 .­- , A. '4,-,--- M", ... I ,dwoy drainage facilities a? conflict points. _-, - .11� 1 ,� , q, - '75-i '.2"', ,,, k ,!!­�..i �,�, _- I 1� � ,,,, k : ',�� , " � A ­ N VRI ,I P �, I �. -ions encounter ourse of construction shall be immediately brought to N1,110, , �, A , � If, M-7 4-a - "', , ,4 ,�, I V v 12, Any unusual subsurface condit , I I I I , - - � 'n0P','5 11 , -1 I /I ­�, , - ,�, .�i,��y','; ;.�6 �� �� , - , 'I .� � I I .11 " , . � ,� .11 %,�", ..'�� " ��, � . - " '17o� , , ­,7$�II­ � , �.�,_ �. A,%-, "" " _ V, '­', . , � . ,, �.7�'.�k , � 11 111,Nw.kq­,%-�.�,.�'T, 4 4 � ... il ?� , " 11-11 . -1 ,� " �, � � 11", 11. r -_ 11­�M, V�0, .. I I , , . , ­ "�r_ I. , I - -,I, ­ ',,,.' 1. . I ,�, Y� --\'I-, by the eng"Ineer and approved. by V.D.O.T. �, , , �� , T, I , 14 , - - - , ;fl - ­;, � 'v vf k,tQ,1!'."'1,- " -�--�,�'T�Y", ,4'1;� . t , 4,1� , ,,� .- _. �� "', ? , , be determined - � I . 'N ,� _ , , - -1. , ,� , , . �� , 2 " ,x &-,�,,, w,fl­­ - �yl the, attention of the engineer and' VQOT. Mork sna I cease in that vicinity until an adequate design con . ��,I, �� 1, P,f, . I Ir -i :'. f" "It ,, ..%,,,�N, I . t' 1411 . .1 1*1. - � Y, --- - ." " , , . _ , �_ - � r , ? V­1 1, I , " ,), I . R1111 � I . , I 'z ,,, I I ;": I0f".1W_,? -i ���'t,'� 11'izlim,11;011 4�,. , �. 1-� ,� " .. �;"�� ` I � -I , -, I , . �,., ­ _ � � AI , - .',�, r� .. ...... IR - ,.. 2 1 13. All fill areas, borrow material and undercut areas -shall be inspected and approved by VDOT Inspector prior to placement �i,51'�Z'� ; I - I . I - '. -;, I � �, , I �",. ,',�JF,'�,'QA �1.1.,TVIIK - ,� �,._41' I . ,� , R 4,11 4 . . ,.� , .1 � .11 '. , , I -'e. � .I,.-I�,,*, �� - ­ ,c 4 �, , "I � ... 1, - � I - 1_4�1�,� , " r- I , , I I . """XI PP44*ti- -,w,,, -re .1 1. e - 1­_,­r,) t - .. 0�1 ,.IT , , 11 �, , , 1,%'V%.�.- .." ,� I ,� I i ;f�ky jl�,,' � �'_� 1�1��, " N,�t'PA­ i I I . � I OWNFIR H c] p , , I 'i 0. �. , T� ��, III " "M , �"j'�, " ,� 1 _ , , --q � - - ­ , " - & I of fill. ere CQR t t' ired, - shall -be present to ensure the sample obtained - � W 1A. �Ir \� -,�:,� .,Io' , , � " _7 _ . . . ­ f, .�', - 1� I I . \ I .'J,',, , I ,y,:,g'* , , �X ,'�: , ,� , , . , " , 11.1 A _ , " I . -esentative of the lo�otior�.' When soil samples are ,submitted to private labratories for testing, the samples , ", , ,�,,,�Wg", "WA , kf - Wh ' a VJ).�O.t representative It ,,,, I ", n� "', , _ I - � "I � � �. is repr th I at testing q, I , t ( ui — . — I , _9 1911, 191T41 , - vin.w. top 0 - C 0 , i , , � - � '& ..... I� . c a y identified, and labeled as belonging to a project which will be accepted by VD.O.T. d , , 'duc , " '* "" """ ni) , I shall be le, ri . an I . - , e .. 0'. . I 0 I tions �Vkr I 1-1 . d accord-ih,g to oppiicobte V.D.O.T. standards, . KR'EMER OIL CORP, SHEETZ, INC. i 11 � I I 11 I I - . I 1P 1 4. All rood � fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted* in 6 11 � I C� I I . I I I I W7 theoretical rnoxi ermined by AASHTO T-99 Method A, with' I' s 2% of . L 0 CA TION MAP . 5700 SIXTH AVENUE - I I �_ I I lifts to 957. 0 imum density as det, I n p us or minu I P.O. BOX 3175 : LD A. MISLOWSKY, JR. Z . optimum moisture for the full width,of, any dedicated street ri ht-of-woy, At the direction of VDOT Inspector . � . I . I 0 NT 020674 �_ I .density tests performed: by ,q qualified ind6pendent agerity s4 be conducted as re uired in the VDOT �Road and SCALE: 1"= 2000' VVINCAESTER, VIRGINIA 22604 ALTOONA, -PA. 16602 1 1 1 Bridge Specificabo"ns. ', 'A Coriy ,af bil ,tests shall be sub rmtted to VDO'T prior to fina li� DOT approval. I . . 1 ��,23 , 0 "b. I I . I � I I I . � I � 15. VD,N Standard CID and LID un&rdr,qins sholf be instgll'ed where indicated on these plans and further where I PH.- 540-662-8899 PH.- 814-946-3611 31 1 ?-�o I , � determined necessary. by VDOT, Inspector. I . I I - 1. � I 1 16. The installation of any entrances on'd mailboxes ,within any dedicated street right-of-woy shall meet VDOT I I , I I . I I - I I I I . I I ' i ii � . minimum -design ,stqnd,drds,Qn,d_js: the devolioper's responsibility. . 11 �/ NA I I I I . I I . . JANUARY 15 2001 . I I . I . I � 17. PRor to acceptance. by VDOT of any streets, any rquired street signQqe and/ kings'mQst be installed . I I , ) I I '�el ' � at VOOT` . � . �_ by the de pp,or or; _ s �discr.etibn, by VDOT on an account *eivoble bosi§. Stop signs shall be thirty (30) inches tall . . . � with hli)h� intensity she6ng. Thp :bottom of the sign, shall b& six (6) feet above 'the edge of pavement and installed a minimum � . I , 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 � I . I I � I - . � I I ' � " . I I I " . . list May be obtained from lhe,D,istri'ct Material Section. Contact the local V,D.O.T. residency office with any questions regarding : I � . I I . - I I � �11_1 sign ,material and, pfpcemerit. ' � . � 11 . I . . . I I I , 1_.� .1 I I I - .1 Approved by Frederick County Zoning Administrator 'PINAL: . ', � i i i ' i . I � I 19. The developer -must, provide to the [ocal, V.H.T. 'office a lis�t of all, material sources prior to -construction. Copies of all invoices * 0 1 - . � t" ' ' ­I`z. � I I . , ,�Z rt 11 I I I for materials 'wi t'iin, any, ded0ted street right of Way must be provided to'Ihe local V.D.O.T. residency office prior to acce tonce of g *1 I bu,m r t wo clif ford � & associates, inc. API-SlrC PLAI 1i , I I I p I I R .1 � - I the work. Unito ondJotol prj�es may be -obscured. .1 � I " OVED I - - I 11 I , � 1 19, ,Aggregate bases I and su,b4oses shall be placed, on the svb-grode. by means of a mechanical spreader Density will be determined 11 : . "I,, , .1 .1 . i i . - I � ' . using the density control stri , p as � specified' in V.D.O.T.'s Rood and ,Bridge SpecificotioUs (Section 304) and VTM-10. A certified I I . AC4. / r&10_4 C7-7-.q 1-,91 , . 5a�4_Ap��4_.DA _11__A,_��___'Ile .:), I , I ,� , I . I � A/ 7 - ,�, ,&V.," � I compoctio' technicioa shoR:,per m these tests.'A ceftified� copy of the test r�sults shall �be provided to the ..Residency Office. In . . I � " � I ­ I . I , for. I . , . I Site Plan Approval Valid for 5 Years From Date Shown Hence . Date . ! . I I � addition to'checking, storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the - ' � � I I I-- � I ­ I I � I . I . � - I � I I � I I � I - ity control stri . � %7 'Land Planners e Surveyors I I - ., I o a sfinq� of the dens ' - , P. � Engineers e . . I I . , I I I I. _­ I . 20, Aslpholt,,conarete pavemedt-81�ol[ be placed in ,ac6ordonce with the latest 'e0tion of V.D.O.T.'s Rood and Bridge Spceificotions . I � � ". - � I � - I I I . I , "I, I . (Sect on, 315). � 5 nsity' will' be determined using density Control strip ,as specified in Section 315 o' ertified compaction I I I I . � I p ,e i I I . . rid VTM-76, A c � . . 1. � . � I � � I � � � I - � � I � I technician shol! perform.�these tests� A certified copy of the test results shall be provided to the Residency Office. In . 1-50-C Olde Greenwich 'Dr. - 200 North Cameron St. � ' ' . - , . . I � " � - . . I addition to checking storn clepths� a V.D.O.T. representative shall be notified and given 'the oppprtuqity to be present during the , - . � ­1 . . ­11 ` - . ­ . I I .. I r r I , Fredericksburg, LV] nia 224,01 . 11 Winchester, Yirginia 22601 1 , � I . I . r91 I � � �11 . � construction, and testing of the density cant I I I I � I I� I I .1 . . . I .r � � I . r . I &*% a I I ��: � : I I I I . I I ' -E, .11111 0 1 . � 0 . . e I ­ rol 6 Parements) shou' � PHONE: (5401) 567-2139 , ect, Number" I I . . 2f, Appr val of tfiese'�Ians shall expir three �rip�eors �from, the dote of 41he approval letter. E: '(540) 898-2115 , I . 22. CG� 12 Curb Rarp'ps (Persons with mo . b , ility IM, PHON Pr' " . I �, , - Id be constructed at locations shown on the plan sbeets or as � .%.Vlj I I 11 I.- . . directed by, the V-,D.0,.T'Engi.neer/ Inspector. I I FAX: (540) 898-2115 FAX: (540)1665-0493 I, . . �,, , � , 17. , . . . � I . 1. I . . I I I I I . � I I I . 11 . . r � - , � � . . I . . I t ,- � � I . . . . I � � I I . 5 -, � � � . . . Sheet Number 1 1 of . , I � I � . ­ rl � .� � 1, . ­., I . � . I I 11, . . � . r . _� I I . REVISED 1 -31 -01 PER F.C.S.A. COMMENTS . . � . I � -1 - . I 11 . I .. - t­, �:��' - . 11, ". � . 11 ­ .111- : � . I I , . I 11 I . . 1; I � ( 294 I 1 241 1 :� i . . OM I I I 11 . I. ul _� 0 Mr__1_1\ N I \ 4i X I tf 1, � , i 7E , I i M, J ( (7c) $17 X$f ( 5 X( ) I 11 - I M � I e \ 7ZL31 a TE)_ - - 157 N /44-; �; , N 7E3, TU, T 3 i I 'A - T I " a ocat"a" " "' "r , ) The ' m ' 'be made " "'r "rv"' �" 1. '40ter Sery a 4 and 0 ,the I �roperly line UU I ins a the meter, � 11 8'-g3� ' in the 5/ A pp� w n , ' 6, en on,e,,!�t Jig "ater ma) I Wh �� _ , I I I .11 I r - . . . � � 11 I I - . . � � � ­ 1, 1 � - I 11 11 . I . ,� I ­ I I . . I I I � 1. I I I ,. ­ I � I � '. I I I ­ ­ '' I � ­ - I � - I I 1. , 7 ....,*� , , 1.11 I , I I i I I I � I I 1. I . I I . � I I I � I . I � I" - 1 �­ 'r I I 11 . � '. h. � I . . - I I � I � 1. . I f I 1 I I I I ­1 11 _; I � I . I I � . .. I 01- _ . 1 , 11 . '. I I I . I I I - � � . I _)_ ,­ .1-1 1. � r �� - �. '1;".''!!,7 �i, .�, ­' ,, 41 I . I . I I I I ; � � . � - I . I 1, 7 � . �1 I 11 I � ­ 11 I � I ­ I - � 1- � , �, I I I � I I I , I � . I : � I . � I . � . 11 I . . I . . i4, � � . I I I � � - . � 11 I : I . . I .. . I �. I . , I . . 11 I I . I I I I � � - I - I . . , I � ; I I I I � . I . � . 1, I . � . . - I � � I I . - - I __ -1 - -1 I I ': ��' I . I 1 � , I :-, , , . - - - � - - - � . I - . f i iAf P.RI VA TE SEWAGE FORCE MAIN u TO CITY OF WWCHESTER SYSTEM 29.3 SM FULL DEPTH OF PAVEMENT INSTALLED BY VDOT --��- CONTRACTOR IN CONJUNCTION WITH INV. (699.35) VDOT PROJECT 6037-034-103.C501. r t 1 25 R CURB SHOWN IS BY VDOT. DL POWER POLE TO ti + BE RELOCATED TO 8' ` ? \ BEHIND PROPOSED CURB EX. INV. (699.33) loe (EX. POLE TB?) 2 N�. IN WPP °. ELEV: 2. 0-1 ti4 GFtOF% T9) O 1 PHASE 2 - 22.9 M. CG-6 AND 6 MTj. �0 SM-12.51) TO BE INSTALLED BY VDOT CONTRACTOR IN CONJUNCTION WITH v VDOT PROJECT 6037-034.-103.C501 /`r- �~' _z-'� PHASE ONE - REMOVE EXISTING ASPHALT CURB. PROVIDE PAVEME WIDENING PER DETAIL SHEET 4, END PHASE ONE CURB AND GU AND FULL DEPTH OF PAVEMENT N/F PINE MOTOR COMPANY PIN 43-A-46 & 47 USE: VACANT ZONED: B2 LEGEND: ABBREVIATION M iNITION ABBREVIATION DEFINITION TR. TRIPLET CL. CLUSTER TRB TELEPHONE RISER BOX CMP CORRUGATED METAL PIPE TSHH TRAFFIC SIGNAL HANDHOLE CO SANITARY CLEAN OUT TW, TWIN ECB ELECTRIC CONTROL BOX WLP WOOD LIGHT POLE F.F.E. FINISHED FLOOR ELEVATION WM WATER METER GA GUY ANCHOR WP WOOD POST INV. INVERT WPP WOOD POWER POLE IRF IRON ROD FOUND WSP WOOD SIGN POST IRS IRON ROD SET WTP WOOD TELEPHONE POLE MLP METAL LIGHT POLE WV WATER VALVE MP METAL POST C) ELM MSP METAL SIGN POST 0 LOCUST MTSP METAL TRAFFIC SIGNAL POLE MW MONITORING WELL T UNDERGROUND TELEPHONE F'B PHONE BOOTH W WATER MAIN Co. SQUARE EX, POWER POLE TO BE RELOCATED. (EX. POLES TBR) -- f VDOT PROJECT 6037-034-103.C501 INCLUDES N/F IMPROVEMENTS ALONG THE U.S. ROUTE 11 FRONTAGE. WELLTOWN PIKE, L.L.C. THE CONTRACTOR SHALL COORDINATE WORK IN THIS PIN 43-A-49 AREA TO ENSURE POSITIVE DRAINAGE FROM THE SITE USE: GAS STATION TO EXISTING STORM INLETS. THE COST FOR PHASE S.B.L. ZONED: 82 TWO IMPROVEMENTS WILL BE PAID BY THE DEVELOPER. I 0 �, ''--- CITY OF WINCHESTER �;� 4 " WA TER SER 010E LlNF GRASS MEDIAN W - W W W -- W - W W --- W -- w W W _ yy __ y y W W _ -- W---- - -- - G *nA tF.C.S.A. W/M U. S. BOOTIE 11 • (APPROX. LOCAT<oN) MARTINSBURG PIKE EDGE OF PAVEMENT (VARIABLE W10TH R/W) PHASE ONE -PROVIDE TEMP. CONNECT ROOF GRAIN TO STRUCTURE SEE VDOT PLANS POSTED SPEED L/M/T = 35 MP41 N.B.L. ASPHALT WATER TIGHT CONNECTION To 8-5 IN CONJUNCTION WITH VDOT FOR CONTINUATION EXISTING 18 CMP. PROJECT 6037-034 103.C501 i' FORCE. I` EX � F aR,..�. 14 At#� 'APPROX, , A,ii _. .. - _._._ T - 0 ADJACENT PNROPWERAI�1(R(MGD�ON�AI.DS) I SIGHT DIST - 350 F�MIN • EXISTING WATER 'SERVICE TO � SIGHT DIS, - 35G FT. COORDUWIF_TEE _�+15"fAilAT10�! WITH, INCREASE TO 2' FROM EX TEE EDGE OF PAVEMENT VDOT CONIRACTOR'IWATERMAJN RELOCATION. - m. W PROVIDE FIR HYDRANT RIM (70 ASSY. WITH S -_-� - �.: �� INV -698 63) (FCSA SPECS) �, W _,_INV �=159E 53W -� W - '• .. ;,. EX. CG-11S,c�,� LX_ �$,.� _. -_ _ �_ ___ EX m18' CA4P = '° __"Nf' 10'X 6' TEE I END 4" PV RIM T701.59} ROOF DRAT INV.=698 69 �! EX MCDONALDS / 1- 6 GATE VALVE " (TO BE REMOVED) INV. 698 59 �ETND PHASE ONE 6` k ENTRANCE t �' • 1 1 /2 METER FROM ! CURB MATCH E ; APPROX. VDOT ;,, EX. CITY SERVICE : LINE AND GRADE. EX PHONE BOOTH I tR R A; S h (TO BE REMOVED) I PROJECT LIMITS �( END PHASE ONE c ! li �41JRB i I N 64 51 '15 " �" R sftam f D a PROPOSEQ PEDESTAL LINE A1NP1 _ E 00.00' I 50.56' o SIGN. SET 10' FROM`f EXIT: IGTN x PROPERTY LINE AND s C ° (TO BE MOVED) REMOVE EX, r m 3' FROM CURB TY'BE. REfJO_ - iRF g - r -f -- tM+tCR _ s (To REMOVED EX. WAfiER SERVI( _- _. PROPOSED DIES?L Ptilrl� AND SEXIER LATERAL_ X i N f FLAG POLE i ( (TO BE REMOVED GRASSkJ TO BE REMOVE4) WATER METER EXIST. U,lG L4AlKS r� 1 I VAULT WITH " r Q r M�' CONC. PAD DP EI.E=t113,21- ...ti EXISTING SEWAGE PUI� L _:.E R�14VfD�_...SH . E I STATION TO REMAIN ' r" � cy ° , ... � ' �' .. F.F.E. _ � � GOlga NEW SEWER' 78' 70 # 23 I 1 CONC. l -� • TO EXIST. �N�ERT ,x o �° + ®:` ' {s E b 4N EX. SEPTIC TANK TE TO BE REMOVED" , -,� .= _ • x.. t RIMI1, GAS F( 698 61 GAS STORAGE aE ` ��_ VAf-VI, III.=;a_.. It I; TANK LOCATTO1�l f ; PROPOSED 85 FT. `� " ¢ �� EX PEDESTAL &PAD ° � PROVIDE 2 �� °°° ` ,°• -_k p �> , INTERLOCKING BLOCK f 0 REMAIN METAL. � ; WATER SERVICE Ex. E I RETAINING WALL 1 _,; € LID' ff2. �' `� REV. GUTTER (T�3i �o Q�, 2 REV. GUTTER at N/F 0 55 GAS l5O 0 Y �v ` '.... � �,,✓� .. _. _.,._ �.. 3 ° ---0 TFRANCHISE REALTY " `.. IN CO RPORATION N { INTERSTATE CORPORA I -!� ,.� ° I a o END CG� 6 PIN 43-A-48B Ex;. /1S:P ,f� 0 - avE } a BEGIN HEADER CURB DB 490 QG f;3? �. .15`ro? )* 1 1 N a USE: RESTAURANT caveRE rE- & ©c;� ., , �° F I 82 Bi�L�nvG r ZONED: , 175,74T o v fr • `p, 4cororE - DO EX. SEWER LATERAL b • `L`�� `� • r \�► F E CONCRE . °I_: ` • a ° -� l } II CD (+1PPROX LOCATION){C' TOR) o A._ 4 ° r q \ 4'x16' GAS ,T' M D+JMPSTER PADI •_ ,� \i fiSLAND (TYP:) H (TO BE REMO\CD)rs. _ EXTEND T NO OUTDOOR STORAGE IS PROPOSED ON SITE OD BE k6wALL PROPOSED LIGHTING - 15.38' SHALL BE SHIELDED TO �- PREVENT SPILLAGE Ur r Y E. CONTRACTOR TO EXERCISE CAUTION IN '\ 0 o THESE AREAS DUE TO EXISTING UNDER- • �j �C i P '' F �' GROUND TELEPHONE AND SEWER LINES -- �, ALL EXISTING STRUCTURES AND FACILITIES TO t HEADS i w/ �. C o`� . ,�� o BE REMOVED BUT FOR THOSE ITEMS NOTED ��° f: -" r-f., ". I TO REMAIN. ` Ex. (?ASS . - \ EX. SEWER LATERAL \ r (APPROX. LOCATION) i - 61N CG-6 ' END HVM CURB CONTRACTOR TO EXERCISE CAUTION ALONG D6 /p'• ` REAR LOT LINE DUE TO PRESENCE OF UNDERGROUND UTILITIES OFFSITE, 1510.19 S.F. TO BE DEDICATED ` P 8" ROOT" DRAIN T _ TO COMMONWEALTH OF VIRGINIA - 1' Q- IN ACCORDANCE N.H ORDINANCE SECTION 165-30.F LRI-400SMH-IV 40OW SMH Mounting Height= 22 feet. From Pole to Photometric Center= 2 feet. IES Candela File: C: \SPLDIES\L3707.IES Initial Lumens per Lamp= 40000. Light Loss Factor (LLF) = 0.72 Number Poles this type = 1 ` -M LFRI-400SMH-IV WALLPACK 150W MH 40OW SMH 150W MH Mounting fJeight= 22 feet. 2 units per pole. Mounting Height= 10 feet. From Pole to Photometric Center= 2 feet. IES Candela File: C: \SPLDIES\L43O1.IES IES Candela File: C: \SPLDIES\L3707.IES Initial Lumens per Lamp= 13300. Initial Lumens per Lamp= 40000. Light Loss Factor (LLF) = 0.72 Light Loss Factor (LLF) = 0,72 Number Luminaires this type = 6 Number Poles this type = 7 ® CC-VL--400SMH-QRL WALLPACK 70W MH 400VV SMH 70W MH Mounting Height= 17.5 feet. Mounting Height= 7 feet. IES Candela File: C: \SPLDIES\L43 26.IES IES Candela File: C: \SPLDIES\L4301.IE5 Initial Lumens per Lamp= 40000. Initial Lumens per Lamp= 5200. Light Loss Factor (LLF) = 0.72 Light Loss Factor (LLF) = 0.72 Number Luminaires this type = 30 Number Luminaires this type = 2 PROPOSED 27 FT. 1,CO)r RETAINING WALL-' 1000 GALLON DOUBLE y� \, \ \ EG8 ! . ' N�IHAMBER ll/G GREASE TRAP .- � yam,. P �� N/F 4' �- PROPOSED DUMPSTER. ~ s FRANCHISE REALTY PROVIDE 6' HIGH OPAQUE f� SCREEN WAIL AND GATES. INTERSTATE CORPORATION \ [ CONCRETE PAVEMENT CONCRETE SIDEWALK • yA � ASPHALT PAVEMENT -PHASE ONE ��y� 1 1 2' SM-12.5D f 3 1 /2" BM-25, 8" 218 ASPHALT PAVEMENT - PHASE TWO 1 1 /2' SM-12.5D5 15 fl 3 1 /2 BM-25, 8 21 B ASPHALT PAVEMENT 3 1/2" BM-25, 8" 21B - PHASE ONE 1 1 /2' SM-12.5D - PHASE TWO DS 490 PC 632 �,- USE: RESTAURANT EX. SEWER LATERAL - ` ZONED: 82 { f.r V (APPROX, LOCATION) .- \ 2�d .'' NOT 1. THE INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED SEPTEMBER 21, 2000. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVFf INFORMATION AND r' EXISTING DRAWINGS. THE SURVEYOR. MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ` ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 3- NO TITLE REPORT FURNISHED. 4. HORIZONTAL DATUM IS BASED ON VA NAD 8.3(93j NORTH ZONE STATE GRID U.S. SURVEY FEET; VERTICAL DATUM 15 BASED ON NAVD 88 ELEVATIONS ESTABLISHED BY GPS METHODS ORIENTED TO A SURVEY PLAT DATED JUNE 19, 1968 MADE BY LEE A. EBERT, L.S. AND RECORDED IN DEED BOOK 459 AT PAGE 746. 4 F44 Q v C-) � o c� o 0 a o c� w cnC-.>U_ �y i 0:: Uj ck: � Q:� a o Pa PP uL9/) PP� _ c' �Qf0 cr_ O 1 O d., I c J C? Q�- N sf- D I I I I I PROJECT SUII[mARY CV K7 --d' to -o l I TAX IDENTIFICATION NUMBER 43-A-48 EXISTING PARCEL AREA 1.0315 ACRES RIGHT-OF-WAY DEDICATED 1510.19 S.F. b n DEVELOPED SITE AREA 0.9968 ACRES ZONING B2 ..� ,. ADDRESS 1574 MARTINSBURG PIKE `' ao ^ CURRENT USE GASOLINE STATION " PROPOSED USE CONVENIENCE STORE LL DEVELOPED LOT AREA .1.03 ACRES •.•i Zri Mwall • FRONT 50' 91'/108'(}/-) SIDE - 12.5'(+/-) c REAR - 4.4'(+/-) PARKING 5' 5'(+) CANOPY 5' 23'(+/-) BUILDING HEIGHT 35' (MAX.) 18'(+/-) FLOOR AREA ... .... ... .. 3,876 SQ. FT. OUTDOOR DISPLAY .AREA 1,400 SQ, FT. LOT AREA DISTURBED 1,15 ACRES • FAR ALLOWED 1.0 w FAR PROVIDED 0.09 MINIMUM LANDSCAPED AREA 15% 6,730 S.F. LANDSCAPED AREA PROVIDED- S.F. (+/-) PARKING REQUI PROVIDE RETAIL ++ (1 SPACE/200 S.F.) 19A 20 s OUTDOOR DISPLAY (1 SPACE/200 S.F.) 7 7 TOTAL 26.4 27 •GD > LL w FIANDiCAP SPACES 2 2 LOADING SPACES 0 0 0 1 JW I a �i d J PARKING LROCAPING `� o z O 0 U, a �OLb.l PARKING LOT PERIMETER 830 FT. _ �' Q W..--.,' in z PERIMETER TREES REQUIRED .. . ... . 20.8 (01 /40 F1.) G w " f- F Q waw PERIMETER TREES PROVIDED - ... 21 w LL INTERIOR TREES' REQUIRED 2.7 (01 /10 SP.) INTERIOR TREES PROVIDED 3 N o w ri o TOTAL TREES REQUIRED 23.5 TOTAL TREES PROVIDED 24 PARKING LOT LANDSCAPING REQ'D. - 352 SQ. FT. 0 5% Q PARKING LOT LANDSCAPING PROVIDED - 415 SQ.FT.(+/-) NOTI{;s: 1. Ali. SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE � REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. AL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE .ACCORDING TO BOCA AND Al 17.1-92. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIftENTA! FEATURES EXIST. 5-ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENT'S. 6. AIL UTILMES TO BE PLACED UNDERGROUND T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES N-1 OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. * o & HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 �L] 9. SIGNS- SHALL. BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA-- 150 S.F. PLANTING SCHEDULE COMMON NAME -SIZE AT TIME OF PLANTING SPAN _ QUANT(il' o 1 PIN OM 2' CA. 0 6' HIGH AS SHONIN 14 RED MAPLE 2" CAL. 0 6' HIGH AS SHOVIN 10 �' HLTZ HOLLY __ 36' HErA -- 4'-0' O.G. 16 - r� O TRIP GENERATION ITE, 6TM EDn ION ESTIMATES )"e- SCALE- THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 19W T.P.D. USE CODE- 845 -� DRAWN BY: _ JD PRO.IECT NO. DATE: 1-16-01 SHEET 2 of 5 SB.L. s > -- w 701 700 i - s, w -•— _-- w w— __ _ w w w w — w w w w w w w w n- - r 7" i. q; U.S. ROUTE 11 MAR77NSQ0RG 702 �.+xan ��s�_ are•...•'=x �r �e x., mrm�x.+� �� ^'a�:'�,� ;::c.:,.�.^:s �:^,^»:..� .^°-^- .,.'..�^.^;: .M,..:..^.^�:M r..�^:a.. -_,,, .,. ;.:.���= :fie ��•;:��: _...c.�... —.._.. _—,.._-.--._..- - i_ f i { — a LEGEND:_ ABBREVIATION D FINITIQN CL. CLUSTER CMP CORRUGATED METAL PIPE CO SANITARY CLEAN OUT ECB ELECTRIC CONTROL BOX F.F.E. FINISHED FLOOR ELEVATION GA GUY ANCHOR INV. INVERT IRF IRON ROD FOUND IRS IRON ROD SET MLP METAL LIGHT POLE MP METAL POST MSP METAL SIGN POST MTSP METAL TRAFFIC SIGNAL POLE MW MONITORING WELL PB PHONE BOOTH SQ. SQUARE TR. TRIPLET TRB TELEPHONE RISER BOX TSHH TRAFFIC SIGNAL HANDHOLE TW, TWIN WL.P WOOD LIGHT POLE WM WATER METER WP WOOD POST WF'P WOOD POWER POLE WSP WOOD SIGN POST WTP WOOD TELEPHONE POLE WV WATER VALVE tom) ELM 0 LOCUST T UNDERGROUND TELEPHONE W WATER MAIN d! B49 GR.4 liloseWE 20 10 0 20 40 ( /N FEET 1 inch — 20 ft. `a SCALE: 7 "=20' DRAWN BY: PROJECT NO. GATE- 1-16 —O 1 SHEET 3 of 5 7 "=20' DRAWN BY: PROJECT NO. GATE- 1-16 —O 1 SHEET 3 of 5 DE TAIL 1 raliw DETAIL 2 DETAIL 3 � EC -I "` to fd pt N r uro e fa e11 CONSTRUCTION OF A SILT FENCE GRAVEL CURB INLET SEDIMENT r r (WITHOUT T WIRE SUPPORT) R � _>D MswM. a: a.w.o.e. ( U R S ) STO1VE CONSTRUCTION ENTRANCE A / a A I _ �I kv �!P = 'IT )rr Cu i Va vkilt, srdn art a � ono r � QdQ� 1. SET THE STAKES, 2. EXCAVATE A 4�X 4` TRENCH FILTER _a I A -- �, m slda.wt Sca. +4�R UPSLOPE ALONG THE LINE OF l t ' `! ,C 1 A Vor. rrlGrA '�o' - PerMfsso44r } Q s x D Min (, �e j J M. slre.oYto ry.4Wa r crosfrwrw atrr-''� o �.a STAKES. 70' MIN. EXISTING m `t { i 3D SJWrdt P* Vnq • Y -�� 1 WMAX. J A PAVE!�NT ct� • l I LL T11PJCA1 At rrRwATE RAA'AL PLAv � � � � i- � ✓' � � T � I 5:1 F'L+4 USE AT APPUCA&E SFRE E-r r �l / r'� \� / / // UQ ,_j� "� 1 `i { 9pv', 1 ?Cs ION rFCTKYiS AND C041061*tK eFn Cars+e c!q fv,ew FILTER CLOTH a-- MIN A MOUNTABLE GERM WNtrt,.r Ca�'f ele GN7 HAKE 5. 1H•,uy Tract rrdf/k Mlcr o0 1 • / I /^ / 1 (OPTIpNAL> RADIAL._ PLAN Carr tour i--- /G - � / /� ss Srondord ('G I) sled 2C1.t0 -' SIDE ELEVATION 0111 A -,� ; ExJST\ GROUND H 1sN ~ ` PLO 1 ! wm ,v •\ 1/N�6 f'r.� a Jd. / f�, / r_� / /:/ / 70' MIN. M�---Co'.srr !an .ka'r1 T I ;^. I•' •Z M r - - - - _ - - - J % A ` - I!! I!! \� \ B 10' MIN, DEPTH • ' s�.__/ VASHRACU Vw. dfA L�4// •OPTIONAL:3. STAPLE FILTER 1[ATERIAL 4. BA CKFILL qND COMPACT a TO STAKES AND EXTEND THE EXCAVATED SOIL. faetr� g Geotextsie • •. !_. Saxe 6 � o, moo, • o • o Ctf SECTION A -A I ► o,• •, h«I«K SE CTICIN 6-A 'T" llrPrsl -1 _ 6D.o o, o, oe, f l0' MIN. SECTION A -A - - -� o o� o IT INTO THE TRENCH. lz' MIN �— • D .evtesnrs soar for box cuirer t ,Nfaho LOns • or u, • o o • EXISTING o•`,. ; PAVEMENT H • 0�art.eta• tc+ n)Nt•n^. D.Pe rso la pipe arc0 one Dos heny,t _ o• ` —---i�---.--_.._._--__ `•1 ' Tm• ta:'Yo, rrtum >` r !J: �- o -5 NOTES f GRAVEL FILTER \ w -� T Z � ` z Q %ANCIENT PLAY � RUNOFF WATER WIRE MESH / � � r^ W Fa :-live I.ne �rstahot�a+s 06sofma, D u �o sovsrr• the prylecr.on oms.oe me cnann•: A --J -ff'•p L VDOT M] �� POS[TI�(Q DRAINAGE 10' MIN. y, S� warn IwI ISQN£TRK �'� FILTERED WATER On ecs Secrs.bry Fe,ee msr•u or cn nQ.,,n•+a srs uoN cr.uq stone �I+cre ,^^ VIEW /////��� COURSE AGGREGATE TO SEDIMENT _ , enovU� or mdsecuor, q spsc•r.ep nn pw^e,rmsrruc*wn H rope ,r ecceraenc. wrn / B PAPPI DEV E _ -.__ - 1,+n 3D- ___-_`-.-►7 De103 2 show' Dow J / r • .---_ ,} - - J I O 0 �-./ - � � r.nerr Srd.Cc J Cc-1 Is ussls. �' W. _ ._...y � � 'QS� *Olt 5 t ' IIR d 5T 'TEND FULL WIDTH U Y t ffi�a Irw NYnrd,rm .A' /� II!! ...r.-,. • MU Eh IC �n O - y, yp _ ___ Coro r rue ro 64 ass A-J Carre/o r s Ar I/ exfsfr r rA a 1presl90,0 l,r a / / y.:. a OF INGRESS AND EGRESS v� pip shy p� eW OPERATION PLAN VIEW > r --"- r•ql�Jr••r•Nf m dsrecrapl .o.-rJnp $ u roe tta; r Ira arlhe wtA'A d rh rnlV '!tm• rran90 l+ar nq f>r /� �; - er• o rFJslr.o• premsl sr coslln purel.Tra -set xve »:✓rJ srct+!>e _ _ 1 f.rlfA a •drJetf i✓Ir MrlW roq /� - _ Np po-lgee q• on e.tnsad opprKwr. �. • t � SraCC P � -- T-� --- Ildsn Rorryo srl►6'ttd e,c•as a •m,tmm rN•,• d rF,l. _ �, L) > DO 'A -1------ I ' I / Gsar•xr•.is fabric to 0e reraled ..Mew 90 ros, to.•roi store e, ace«60,ee a C$6 --e�iX ,.� IWoo slues rf Cut-* romp ru ae ppx od o. x4ti ricaly wf1N ow flmr at a ustnp py� -' r �� � PLC � ,! _ — � + ` a 12' MIN. � Z _�C}-c 7't� y «ith the spp:-�f.cor,ons �_= ±\ �..,♦ ---*sT-� nJssoDy cros7ruLYfon Jyrr rA.z ,•�ttr sl Dorir< IT (y�� W fJ�� J ,t ----- --.- L • 1 d rwfp 17oor y pr0c ira_. Yss wsl D0 lrabed for x of1tYt so Twat (WloltV:y Pored II! =1 li! / t° a f' (p slu0s ryn D0 W4f rn aa:e arw rwfcrnerr ;f Crocus? long riaw.Procor cnnceN Thad —/! raIN. gevTN b'tb" A• S[iEET FLOW INSTALLATION SEDIMENT o a A s' MIN. Q �W Dry Hip Rep Rip t�eP SECT ION A A Ns 1?0w tilt' to Rey Tired Mrr ore to De Nu 5 , & pia-ro tinter to n wtn (PERSPECTIVE VIET) ° \ 5" MIN, � Gsotext.e __ da+p t,YA sloes d Ile rnrrp fatnir. CIesS 1 x-racnA a cost in Non Now, afd oeyn pf romp rlay. YrMI>v,a rzevda we• I %p • W 0 SECTION 6-B Class It - 'S , e des • rF cs CLob ra/Va wUlAs moruLrao and pola for R tro wrl/od Lott; frkwa /a lry ftawlc Cesnys CONCRETE GUTTER 1 2" �_ FILTER CLOTH - Q_ . Prmfasaae �au�:ud?at Corer✓p 5fvewrtts and E+poled opprellaf• slda«W?. (�•Iord•/n or ac° -Sw,+IFeva,lA,.e Joint/�-�Lor cuRe INLET SECTION A —A L'r bloiob ale pMar sire>e rrons?tkrss adJawt l� olre ro.AW we rnCMow in Daym.,y '-7" . _ for ��rohlxb 4W od?er. A A \ 8'-7" u) cn 04A. rn �ip nvAJ:» .bn Srarema CGCJ 0 7, rrsr hire roce an rNa Sro,vore is �\ A ♦ use Typ,;y :ikCt.on shown on D;wss or norms+ s•de eicpe, bottotrl w:drn, and eeDr, - ----�------ .�-_.._� _.__t._.� �_ -_.._� _. to ae ogJustw rp rnfrn rrc srwr0opv o,rD oaf? effort SPECIFIC �tPPLIC TION - W W of charnel, ditch or noiwal oun rl / t r ¢` SECTION B B Attosasff•c .sA Ts trial d or o M1.ut,r Ciw are a o.s lc a "Viso rs rna+n on foe ph" C4 a os dlra ttr q rrn Erpfr e.. uratO.slruC?• rtlr aOM.IIrM and via r•sfslorf Trey are ro a f . ; �•�`•' • lJt 4 of E, pan rm weir au aua,,wtUb ebmo,fs d o a7'-a•lded d roas sor0 C whse.•a• an os'c=1,* ry a ld rlrNn I!y rlprf at fsased aypref sl s'offort car rq d o IsgAA.rqy rocfNh tr,usas o tine r ,", ;.s 51 w,whtr stda.otf is e,�slt. o / THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS Trees w a » 'l d slda.»R a farllpy rAp corn a apsvarrcred. ereaeo aNd ynp>s•d a ,xnj.i;rs7. rey may Oe Cif tsar op ;nuns?, ion crprswalas as saa,n on pans rsed ay wrsass .I1A ffowsla' roparratwts. a as alreered ire ErVInOw. M V0,ld ray a trued b v v "sdcro s.W lInes. WIIERE PONDING IN FRONT OF E STRUCTURE IS NOT sQaae'} rci�ssrino, r E} N LIKELY TO CAUSE __._........ ____�_ _ ____ _______ E,ISNty?IQraDuw, Nre qdr orvs. crap Titters. dr.+fu auo afrecr yarmay. _ SPEGFICAT,QN - ^- • POINTS A SHOULD BE HIGHER THAN INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED Ill � �I ... ..------`- --- POINT B. AREAS. REINFORCED CONCRETE DRAIN SPACE FQQ- STONE FOR EROSION CONTROL CURB RAMP �"""� _REFERENCE rtLrtrK,cE 204245 , 303 VIRGINIA DC RTMENT DRAINAGEWAY INSTALLATION GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. (PERSQNS WITH MOR101Y IMPAIRMFNI-s1 SECTION 6-13 414 TRANSPORTATION 114.01 FOJD4 VINCINIA t1EP4Rrkf#T OF rRAM$PWrgTAk _ _ (FRONT ELEVATION) - — RWw ap + ze 9J vnEW: ;�pW trm YL DW P= 3.05-2 Q SOURCE: VA. D311C PLATE 3.07-8 SOURCE: ADAPTED from 1983 I�IDrliand ,Slondprdq for Soil erosion prtd Sedigteni Contra, and Va. OSIYC Plate 3,02-I - - %ernood end Tyant L Cii-6 � C SILT FENCE CULVERT INLET 7\ CD 0 PROTECTION ROUT 839 /\� d �' D. B" �/1 CAIFEFULL Y COMPACTED �+ 4) 40 F,C. TO F.C. REQUIRED 2 0' /\\/ .� \\/ SELECT BACKFILL ENDWALL �� R > IL a WIDENING VARIES1 led EX. HEADER CURB e '.' ' •� TO BE. REMOVED j\\\ w TOE OF FILL CULVERT W / \ 4 . • EX. CG-6�. a • . • • • f . :.. FxrsrlNc PA�etifENr — — \OOT Cc—s--- :A .. • \ • • •., a °-.._�--r--A-�--+____ ` r--•• _A ,The bottom of trio curb and �=-;-- / f? tifil!/M�,y/ I � �1•j• %�j�/ \ gutter may be constructed PROVIDE SAWCUT --- ._ - �✓ \\ %X\\! O parallel to the slope of sub - EDGE ��/ / / / -�1 2'-0' sub- surface courses provided a n V minimum depth of 7" is 1 112 S1 12.5D \ This oresnn be concrete maintained, 3 1/2e BM 25.0 �i\ /// ^�° I C of the option of the coniroctor ' •� Co 8 218 2 �� \ TOE OF FILL *VA This Curb Is to be used w hen Y\\/\\ \\ \\ \ \\ \\ STONE o design speed Is 40 MPH or less / \ / �j �j �\ �r �r ° Poo V V cut Rural highways and 45 MPH cx Note. Carob verb ngfa h of c o Tabus AMOCO LANE WIDENING AGGREGATE less in developed urbcn d suGurbatn of 300'a less (along face of curb) ehch o o e c areas 9 paid for as rcdlol combrngtion curb 8� 36 FT. PAVEMENT SECTION STANDARD SILT FENCE ` o o , utter NOT TO SCALE DISTANCE IS 6' MINIMUM IF FLOW This item may be precast x Fast in place. IS TOWARD EMBANKMENT U Concrete to precast Class A311 coot in place, TRENCHING AND RETDDING DETAIL 4Oo0laSl if precast FLOW Q, - J P" " a SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 e < w ROUT 839 SPECIFICATION COMBINATION 6" CURB tit GUTTER REFERENCE 26' TO F.C. REQUIRED 2.0' 02 VIRGINIA DEPARTMENT 1- N. 1 q nl V_ -' TRANSPORTATION -20103 (� O Q sri�S WIDENING. -VA RIES 2.5 ,�C1 cc-n ' (6.5' MAX.) o w �r - o w XA street aofaroach stone �j IRad,u7 la be as A our facinq os r mhne ^- t+W�+ Q w_ U, W s'•.own on pons> "•j rnoe.of C7 O � •�• (� q (n W V e t` �iL F Q�=l� O W _ (Rear, to be as �_ � \ shown on glass) 2" - � Rosa mb.notton , j r � W j curb pnd Butler °" 1LJ 1 t St d. Cc•ar \ e to City of Winchester L v \ r t I f -� _ fXl;11NG ti� Standard Utility Detail �1. i v� I / _I • t:. P4VEkRT VDOT CG-6 Department of Public Utilities I O W 0 0 � 1 � a .. � , . • b .. • ti . • ' b •. e.7„ ' ".�:- '�4 � 1 f7 �° •1 trench width ---' 6 A i X 6•• Class AJ (H E.5 s .. e, b. - - i MIN/MUtf \1 J , as requfrbd --aCplionW Fbr Line, �_ �aD�,ete -� _y PROVIDE SAWCUT —�"�_ \\ s" die. sChedulg 40 steel. Q o EDGE /�` \ Pipe filled with concrete 3 E•Dormor t A Enoansion Joint • �fetp. must met a • ' - and painted yellow ..J °• SECTION t', - C 1 , poraval of the Dl!pertf*tartl of Pubuc Jtltes x+o .00droy /2 SM 12.5D 'Flan angle meter valve shall have'0' my type Urge meter support . -•.': _ (�� bteC'keis r , •- T Moto Width "e" 2'-0` or oa ucinr 2 shover on lypieat section 3 1 /2' BM 25.0 . 8ack'low aevice required as set forth in City Cross Connection Contrd PLAN ViE'V4' Progntm ? 8" 21B 12" 8acknoAl oevice ma na be nstalled M meter VaU" Q AMOCOLANE WIDENING Meter 8, tlir� tD be Ford Customer Setter or approved ear t a Construct Grose cGonges with o porabo6c curve poncrets 18" dia. 24 FT, PAVEMENT SECTION encasement 10'PaaboGc Curv• concrete Eops of Shoulder 8 Max r• D thrust bock �OLLAjtD DETAIL }� -- - - - - -- ---.- _ - - WNn St'd. CG-11 is used to, •ntronGes bunt ` \ 8 / Lbs. in o thecli o with VDOT projects. pleoae Slops Chaps • note the foM1ow.,g•I •[�\l1 .••. iX 4oinline povement shaltbe constructed ' "6fn. for Streel Conrec:mon to the M/w line re.copl any u,p9roo•------------------------- 40 stabsizatk_ rsqu•" fnr rnornlinp ' ♦. r �%�l 20' Dnlrabl• Tor CommerciaEnh. p ° o .• 'd direction of setting to pe approved prior to installatign T axettlerrt which can be rsm.l t•d 'rs w. �- S 6ttn the •ntrpnce r , O• {� SECTION A - A It_`\11 e Redid urrb ar comb na•-ar curb 1 f � �. i and Butler snap nol be constructed ' . r a - be Yortl the R/W One except for reptocerrlent purposes •• r h Guidelines for Grade Change grrn used conjunction with 5landard .O J Cc-J or CG-7, conjunction curb roc• on this i as required concrete pad 1' ti" sq. x 6" deep g!andarQ is to be ae)mted to match the min. • 6" max. Ala..n t.-.. _ • - - J Enlrorco VOILrne Desirable -_y mountable curb configuration. )_.° • 6-.' :;• s ° , t µg° (?pore than It500 'IPD) D t ! 2 Ses 5!atewd C•Cr-12 for Curb Ronq Oeoiyn / te be used with this Standard Medium (5D0.1500 uPp) S a x 6 Z When the entrance r*dicri-ct occam dote /.Y P•JcafP ow -sr rose i,•t -• L (a th• isnr. req' ernent7 of ontic' aced hety �i ♦r :s r; A rurv.ehso =•�� v Low (loss thou 500 V►D1 r 6 . 6 7 9 P Y •+�� ..rr� r.� ,.-.rcm.c $ truck, tr pl lt, conside•ation ehouM be ornn to / r 4" Stone D Increosrq t`e depth of cidpceni proposed eloewc* to 7 inches XOPtiond Nowine may to used to entrances era .X�r. screw type adjgstable In cut section, -R• sf ; ,- stone stone to be minimum valve box -- - of 6" above top of base r ,ti pwtioa 1 vilmsg0t may require .aping or a Ball valve Curti stop With 2' stone locator marlter pwlan qt p°iter to Drer.ude ponSv+g of woler. Gate VatVe Operating NCR � S0(CfC6TgN METHOD OF TREATMENT- egalug � frEFEraNcx CONNECTION FOR STREET INTERSECTIONS �' �t C,,AtC1�.n[Q �, r., ^. _ .•,} o so2 LAND C0�IMERCIAL EN'RAT'JCES � I ,:I - ,. _f ,-. .,I •.^r. ~dt l��1, AR�INIA DEPARTMENT OF 1RATd5PORTATION 203.08 V - w mechanical joint f • • ' • • ` - e \: • r''' swivel tee with its +/iva�rr- �j \\\� r✓ reso „errf ; e/ ore 6" branch SGA�E- 1 "=201 mom ;A'=r•`:`' DRAWN BY: IDS FIRE HYDRANT ASSFEMBLY PFK>JEQT NQ. Figure 8 DATE: 1 1- 16-01 1 112" 3. 2" Meter Installation and Vault Oetdil — S'-iEFET 4 0F 5 WHITEWAY "LASER 1" LAI - 1000-M- 12-SP2. 208/230 MULTI TAP BALLAST, ACCENT LIGHT 3/4DIA. FLEXIBLEBLE LIQUID -TIGHT CONDUIT 2 1/2- 2' DIA. RIGID CONDUIT 10 FIN. GRADE T_ 3/4- DtA, RIGID CONDUIT TO BLDG, COAT CONDUIT W/BITUMtNOUS MASTIC (PITCH) PAINTED ON BEFORE CONCRETE IS POURED SECTION SCALE 1"=:1'-0' POLE LIGHT FOUNDATION PIER SIZE & REINFORCING SCHEDULE 10=11WRINoillp L"T nx7w MON" M%am cr pw Me*" ou" OF PER BMW cwm pa mtforcrhaw VOMALLY 25' is" 5'_ 6 24' 18" 5'-6" 4--#6 22' is' 4-#6 20' is- 4-#5 6" 4 1 _5" 4-#5 16' 16" 4'_ 6'• 4_#5 14' 14" 4_0­ 4-#4 12' 14" 4-#4 TOP OF LIGHT uj cy ALL PIERS TO BE 3000 PSI CONCRETE. REINFORCING TO BE GRADE 40. ty= 40 KSI. I NO, 6 COPPER t50NUIN(, JUMPER TO POLE SUBJECT TO PARKING AREAS .—POLE BY ELECTRICAL, REFER TO ELECTRICAL DRAWINGS ANCHOR BOLTS BY ELECTRICAL AS PER MFGRS. RECOMMENDATION CONCRETE BASE, EXPOSED uj PORTION TO HAVE RUBBED FINISH -i :D o ui 4 VERTICAL RE -BARS 6 1 CONDUIT BY ELECTRICAL uj w. . ` UNDISTURBED EARTH #3 TIES 0 12- O.C. (1) 8' LONG x 5/8" DIA. W/MIN. OF 1 1/2- COVER GROUND ROD & CLAMP SEE CHED, 7"N POLE LIGHT BASE DETAIL SCALE; 1/2"-1'-0' 1110. LIGHT t3hootz Inc. 4, FOUNDATION sn -J= 4"x4* TUBULAR STEEL FILLED W/CONCRETE AND CAPPED 31DEWALK T-B SECTION 4"x4" BUMPER POS7 SCALE 1/2"=1*-0- FLAGPOLE METAL COLLAR--,, FURNISHED WITH FLAGPOLE GRADE CAULK A B 4'.4" BUMPER POST LEGEND POLE SLEEVE COLLAR HEIGHT SIZE A 8 BASE SIZE 40' 12" DIA. 48" 2 ' DLA. 16" DIA, 35' 10" DIA. 42' 22" DLA.12" DIA. 4 4 SAND FILL TUBE FORM SQUARE OFF TOP V-0" OF FOUNDATION SONOTUBE 18" HIGH SAND FILL TREATED LUMBER WEDGE (TYP.) CAST -IN PLACE CONCRIETE LIGHTNING RODS, BASE PLATES AND CORRUGATED METAL SLEEVE FURNISHED VvITH FLAGPOLE /7*FLAGPOLE FOUNDATION SCALE: 1'=1 '-O` tihooiz 1111114- Ahl FLAGPOLEL I FOUNDATION CONCRETE RAMP, POURED TO FULL DEPTH OF SURROUNDING SLAB CONCRETE MIX AS SPECIFIED. u D ,51 WIDTH�PER PLAN ( MIN.) TAPER CONCRETE CURB POLE LIGHT DETAIL 6'-D" MIN, 112- EXP. JOINT a. :1 z Z 12:1 SLOPE (MAX.) 0 V) 1/2* EXP. JOINT ALONG RAMP PERIMETER x CONCRETE ACCESSIBLE RAMP DETAIL SCALE: 112"-1'-O" j3hootz I... AkICONCRETE ACCESSIBLE .�j RAMP DETAIL -5"xl/2' EXP. JOINT MATL. W/CAP (FOR USE ON STOREFRONT CURBING ONLY) 1/2"R 7 1/2- 8"xl/2" EXP W/CAP FINISHED GRADE--\\ 04 L CONCRETE II I,� I II .�:• � CA 00 #6 0 36- OC 12" LONG smoorH DOWEL (ONLY AT STOREFRONT) CURB.- CAST IN PLACE CONCRETECRUSHED STONE BASE PLACE CONTRACTION JOINTS IN CURBING TO FORM INCREMENTS NOT EXCEEDING 25 UN. FT. AND (l)#4 REINFORCING BAR TO BE EXPANSION JOINTS THROUGH CURBING DISCONTINUOUS AT EXPANSION TO FORM INCREMENTS NOT JOINTS WITH ONE END WRAPPED EXCEEDING 75 LIN. FT. AND GREASED (SEE SPECS.) 'FO SECTION SITE & STOREFRONT CURBING SCALE, 1 1/2*-1'-O" 3,-0- (T(P.) FLAGPOLE (MAY VARY) SEE PLOT PLAN 6c ELEC. PLOT PLAN FOR TYPE OF ACCENT LIGHT MOUNTING. V- 4" 4" Er' E. fvnA 2" DIA. RIGID CONDUIT 3/4- DIA. RIGID CONDUIT FLAGPOLE & LIGHT FOUNDATION PLAN SCALE: FLAGPOLE da LIGHT FOUNDATION PLAN El FF BUILDING SHOWN IS SCHEMA TIC SEE PLAN FOR ACTUAL LAYOUT 4 'x 4 BUMPER P0.5F (TYP.) DETAIL (:r:A-- �HUVPLCR POST DETAIL i Al rf 046 *NOTE DRAWING IS FOR RIGHT HAND LAYOUT 2 12" REVERSE FOR LEFT HAND SOLDIER------- ---I_ 4" ALUMINUM COARSE CAP BRICK WHITE 8" BLOCK BLOCK SECTION "A —A" II 20' SOLDIER COARSE BRICK rn WHITE BLOCK ELEVA Tt ON EQ EQ. EQ. E0 A A fl _--4"x4" BUMPER POST (TYP.) GATE kS PER DETAIL `V' '-"-BUILDING WALL I Lb 20' POST AS PER DETAIL "V" PLAN u DUMPSTER ENCLOSURE DETAIL SCALE: 1" = 10' 777 *v x, • is 24 wzv/_'% I F*l z KEMTES* 0 HYDPAULIC MALE CREASE FITTING (1) 2"x2"0/16" RECTANGULAR STEEL TUBE FRAME WITH DIAGONAL BRACING 8" DIA. SCHED. 40 STEEL POST FILL WITH CONCREE CANE BOLTS (SEE DETAIL BELOW) GALV, SLEEVES (EMBEDDED IN CONC.) 1".6' LUMBER PER FENCE SPECS, swtoumy STEEL COLLAR WELDED TO POST STATIONARY STEEL COLLAR BOLTED TO POST (A) CONCRETE PAL) (SEE PLOT PLAN) @ ROTATING STEEL COLLAR (SEE HINGE DETAIL) ROTATING STEEL COLLAR TO FIT AROUND 8" DIA. AR (FILL'A POST (FILL CAVITY WITH WITH 4" DUTY HEAVv DUTY GREASE) GREASE) WELD COLLARS TO To 1/4* STEEL 0 a 0 I" NIPPLE GATE FRAME FRAME I PLATE WELDED TO PLATE ;PA �F 3 4" 0 COLLARS SCREW FASTEN.1 BOARDS 10 GATE FASTEN TO !,/4' DIA FRAME MEMBERS GATE AT STEEL ROD INCLUDING DIAGONAL (G) PLACES 0 W/ 4* LEG BRACES - HYDRAULIC MALE GREASE--1 FITTING DRILL AND TAP CANE 8QL HOLES HINGE DETAIL QETAlL rV DUMPSTER GATE DETAILS AS NOTED FINISH ALL METAL PER PAINT SPECTICATION Inc. DUMPSTER v GATE DETAIL T--------- ---- 704 m ui cr� EXISTING GRADE EX. DRIVEWAY mU-i 7 0 L'i 700 700 ____z ___ - - C-y i ce, (.0 Z 00 a_ 696 696 ELEV DATUM 695,00 4- L.j + Ln CD b.cp C> CIO 0+00 1+00 GRAPHIC SCAM' ' 0, 2 WATER LINE PROFILE 20 100, 40' I INCH - 20 FT HOW I INCH - 2 47 VCR T 5; Fr Ld cc LLJ I-_ Ln < z Lli V) Q) < 0 Lf) m LLJ LL_ crf Cy LLJ 0 a- Lj LLJ > Ljj LLi Of ro r) co y fJD #A* 0 LL OD PON 00" G 0 z j Lj Z Of 0 ui -f w-lx C) LLJ i­- r- Lo < z Lo 3 (5­­_v) U'l - w (D Z a- _:�o UJ c 0 d 0 u z Q� C> u' u' uj z a- O 0 'N W Q) Qj L SCALE: DRAWN BY: dos PROJECT NO. DATE- 11-76-01 SHEET 5 of 5