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Home My WebLink About19-00 Shenandoah University (Stadium Access Road) - Shawnee - Backfilei Y . , f �. sr • , a , c , , i : LU WNW S�l �_s ..... 0"�AA r _ CO.�UST.RUCTION NO�E',.�' .GENERAL . tl 1'. The contractor shall furniskh. all mpteria s,, labor and equipment orld perform all work including re9foration for the completed installation 'of' tlhe utility systems and all other improvements shown or implied as necessary for fhe completed. facility ready 'four .cause., Unless otherwise noted, specifications for all work to be- in accordance with " applrcoble Standard and Construction Specifications of The Virginia Department of Transpartation, Virginia Deportment. of Health, 'CA pf Wdinchester an the contract documents. �' '1®N N Mr �'°NT CONTROL NOTES. 2': The .engineer has atterrlpted to Io.cote existin subsurface utilities; however, such may exist that are not shown: s < The contractor shall exercrsse care in this work so as to avoid damage to on utilities. An damage shall be the 9 , Y y r ,, 1. All work shall conform to the standards and specifications and other = contractors resPonsibilit . .The, contractor shall notify oil utility companies 72 hours prior to construction. Cal Miss . ` lJtrlify'"' 1-80p• 257-777y7. adopted by the City 'of r and Frederick County, unless criteria ancheste Fr ck !es 3. The contractor shall„ be res o,nsible for all construction stakeout. All dimensions, elevations and Locations shall - a variance has been granted in writing. -be verified the fief b each contractor for to beginning h. work. The n ineer ill approve all cut h ets. r l r ►1 ii Disturbance Permit s in h d y o Pr beg g the e E g ws e 2. No work steal commence on site cant Land D n l , 4. An un:usu$ subsurface conditions encountered during he course of the work sholi e immediate brought to .y i- e u g t w b !y g � issued by the City of Winchester and/or Frederick County. p r and/or the Owner. the attention of the Eineee 3. The Land Disturbance Permit must be kept on site at all times and shown .5,1Contractor to, obtain, a� hus expense, all permits required of ,this work and shall faithfully adhere to the permit conditions imposed. ., w request t. , ce Erosion and Sediment Control Pion must be kept on site _ 6, All gradingg :for improvernemts to be confined .to the protect area. An work performed offsite is the Contractor's of �• �' 4. A copy of approved Eroso a Se im an ep responsibility_ . • ° Y y at all times and shown on request, 7. utsheets .shall be submitted to the Engineer for approval rior to ordering structures and start f construction. 1produce he : and Disturbance Permit an; the C b ___ h ,9 . r PR .. 9 P C .: . - 5. if the contractor fails to t. L D e d : y . p , y • . All cuts should show existing round elevations at centerline of u ilit structure or road an offset hu elevation A 9 q d b: . g y o pp Control Alan, a Stop Work Order will be 8. Manhole rims,, valve boxes,; etc.. t be adjusted to match proposed elevations ,. 4 !, P P 4 approved Erosion and Sediment In - these - I • m placed on job until such time that tfie. Perrnrt and the Plan are secured ., shlown in these pans. , • ,. .. : , m � the '' 'ter „. 9 This. project entails construction over,. and m .close proxrmit to existing water and sewer lines. The contractor � -� -- op, job sr P, .) Y p gg 6 Th Cii aa7' or ;r must b grrfr �` the wont commences and will( notify .The Clt . of Wnchhester Dept. of Public lltilitles before excavating .near this site:. � i.�.H��.� LN.�. �i.� e y ¢/ �.o�" ty _ e �. 1 n e Y, Y P , g 'ram �o . , when the project a�3 cfamplet din , excavating, consiruuction, on the rojeet shall not EROSION G;ONTRQL 7 Other work (gra ,9+ g ) P 1 -- - COVER SHEET commence until .the appropriate erosion and sediment controls are in .. •. : ... 1 n Permit wit r ire n r t i v in i work. This m obtained 'fr m the 1, A Land, Disturbance, l be required p ro o nit at. g any site o k s permit can be a lace as s ecified on s{he plan. Frederick iWorks Department. si :County-PublicP s • • - .: ..... 8: Contactor i � responsible fo`r an and all do ages to an other conservation _ • errpanent erosion .control structures aria methods to be in accordance with the Virginia ri vai:Icc 2 PLAN 4- PROFILE C s r P Y y a m g y 2w Ternporar and p ,• , i. yy measures ahead in, lace as a result of w rk covered b this permit. Con r k Guidelines and loco( ordinances and to be utilized during the construction eriod- � y p P Y P Erosiont.o G e es a a, z g e c A° p shall conservation measures i satisfactory 3. Ail erosion c ntrol str turves shown or as required during constr coon shall be canting ausl maintained 9. Contractor She mcs►nt in the c0 �eNo on ea n sate M/ N A• : p. uc w q g u +� y n SGE�LLA SOUS' DET lLS .. Q . .. ... '� throughout t erio r which or as are den, ded. Areas show to be surface are o :have st ne base rr $t ile.d `3 final, stabilization , he period o e u n d t e 1 a operating condition unit! ina, permmanent stab cation s 1i li hi r N r remain n r more tan 7 calendar d _ - at the earliest possible daite after establishing ng q ode o area is to eman denuded for e .h cae days 10. Contractor shall submit a monthl monitor re ort to the Cit and/or Count when construction is not nn progress.. v�1r AVE Y P Y r g. indicatingthe condtio{i of the erosion and pediment controls and any corrective • 4: Contractor to clean up anid restore disturbed areas immediately upon completion of -pipe-laying . i the affected n actions taken during the reporting. urea. . g period• The report Shall run op the I n . -areas of site which are disturbed construction shall be rov ed with topsoil, calendar Month and Must be reeieved no 1 ter than the 5th day of the 5, All u paved. pr the s t wh c e d stu by th sI provided 6 p � m mq y PROJECT AREA f rirzed seeded, coin act:-d and mulched. Seed bed to be watered and cared for necesso to roved a f It w,'n nth. Co 'es of the • report form may be obtained of the err 8 p, q s ry, ood (a'wn q"ualit qtoss, cover, Areas not graded shall be disced leveled' acid seeded to, achieve ]own conditions. address below. g q nprior 6, After removal ofy all topsoiil, the subgrade should be propfrolled with approved construction "equi;prpe t 11. All denuded areas on to shall be stabilized within 7 days of final to fill re lacement. All swbgrade areas shall be stable prior to fill placement. All fill and base. material shall be grading with permanent vegotatiori or a protective ground cover suitable v y y t by Proctor). campa�ctsd to 100� of the maximum dry density as determined ASTM D 698 Standard ,. for the time of the year. Landscaped areas shall be, compacted, to 90% of the maximum dry density as determined by the some Standard. • 12. All denuded areas that may not be at final rode but will remain dormant Compaction testing shall the b a qualified eotechnicgl engineer registered in the Commonwealth of y `� i .. 9 'performedY e v 9 9 OWN�h' 17�7VE'LOPER for longer than 30 d s must recieve temporaryl soil stabilization. Virginia .or a qualified reprrese'ntative under direct supervision of the engineer. � . $ � g • • 9y ' 13. 6ermonent stabilization must be applied to all denuded areas that are SHENANDOAH, UNIVERSITY to be left dormant for more thop one year, ��g FIRE l & RESCUE 1460 UNIVERSITY DRIVE „ 14• The Land Disturbance Permit may' be .revoked, should file City determi „4 • W/ -T III ` NIA 1. Burning. of land clearin diebris requires a permit from the. Fire. Barring of construction debris on site 50 NCNES £R, RC/ 22601 that the ro ect s not in compliance :with the conditions of the is prohibited:. ` m P.O.C.-'GENE E/SHER (�/R. OF PHYSICAL P.L4NT • g • 1 approved plan+ P MAR 2. Access for emergency yehiicle's must be maintained at all times during construction. Temporary street signs and g , , , , PHONE- 1-540-665-4527 15. All questions regarding Erosion and Sediment Contol rust be directed addresses must qbe postedl as construction begins. Parked vehicles and staging of construction materials are prohibited q g g within 20 of fire hydrgnts,. Fire Hydrants are not to be obstructed at any time. QWNEQ t0' T,OFPLANNINGjDEVELOPiuir-NT 3. If blasting, 'is: required the contractor is responsible for obtaining the necessary Fine Deportment Permits. city of Winchester, Virginia Frederick County, Public W+ cis 9 9 ry P CITY 'OF WINCHESTER ' P C . 2 Department of Public Works 1 7 North Kent 'Street 15 NORTN C4M£iPPN STREET 301 East Cork Street Winchester,rg;n;a 22601 VIRG[NIA DEPART TENT OF TI�ANSPQRTATION WINCHE57FR VIRGINIA 22601 Winchester, Vjrginio 22401 (540)-665-5643 1: All .work on this project slfloll conform to the Irate-st editions of the Virginia Department of Transportation (VOOT) PHONE- 1-540-667-1815 (540)-667-1815 g P g Road `and Brid e S ecificaitions, and Standards, The Virginia Erosion and Sediment Control Regulations and anyy other a, state, federal or local regiulations applicable. In the event of conflict between any of these standards, specifications or plans, the 'most stringent shall govern, 2. nldcVp5HuR construction &alRe calla Ions,- with the latest U.S. Deportment of Labor Occupational Safety & Heath Administration APPROI// A41THOIFII CITY OF WINCHESTER q lay p, p anal So e Vicinity Map 3. When working'on VDOT q right-of-way, all traffic :control, whether permanent or temporary, shall b in accordance , with the" cur ent edition, o VDOT s work area protection manual. Furthermore, all traffic control lag'gers must' be Scale 1 2000 d certified in .accordance witth VDOT s January, 1994 (or latest edition, of) Road & Bridge Specifications, Sectign% 104.04-C. 4. Desi `,n fe tu. es relatin t s str etion or to regulation, control and safety of traffic a be su" 'ect to c an e DIRECTOR F LANN/ G AT s d%emi necessary y u 9 a Y may pl h 9- QD�g" ciTY aF WINCHE.STER AND FR£DERicK cpUNTY APPRUVACS ARE RROV/DED 5. rior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for 9 IN ADVANCE OF VDQT .AND FHWA APPROVAL OF THE ROV CONSTRUCTION, any work on VDQT right-off-way., TIGHT-OF-WAY H APPROVAL ; 6. If required by the local V�OT Residency Office, a preconstructron conference must be arranged aria held.. by the THROUGH Tt/E iNTERS7�TE Bl fj'/GHT OF iirAY. VDOT AND F WA. i OWNER. S GER FICATE • engineer and _ r develo er with the attendance of the contractor, various Count a envies, utilit" coin ernes and VDOT -f. , Pl N.�; i Q MUST BE OBTAINED PRIOR TO WORK PROCEED/N IN THAT RIGHT OF WAY. prior to mitt iron of work. Y g Y P � I hereby certify ghat the property contained in 7. Cqntra,ctor saU notify they local VDOT Residency Office when work is to begin, or cease for any undetermined this. Subdivison is with free consent and in accordance length of time. VDOT will also require 48 hours notice for any inspection. with the ' desires of the undersigned owner$, proprietors 8. The Contractor will be respponsible for maintaining adequate access to the project from the adjacent public road- 9 o wqy through construction sand mar tnnance of a construction entrance in accordance with the Virginia Erosion & or trustees, 5adiment Control Handbook's, Sec 3.02. Furthermore, access to other properties affected by this 'project sholl be maintained' through h constrwction. 9: ' Contractor shall ensure odfe' uate drainage is achieved and maintained on the site during and at the, end o construction. ' q g h 9 • s ®®fi�rr Dote 10. All water and sewer lines within existing or proposed VDOT right-pf way are to have minimum 3l3" cover and, 91IDert•cl if fo o i t'1 s inc, " o when possible, to be instollled under roadway drainage facilities. - �' 11.. A6 unusual subsurface• coanditions encountered during the course of construction shall be immediately brought to the attentioh of the engineer and VDOT. Wqrk shall cease in that .vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12,: All ndercut areas and botrrow material shall be inspected and roved b VDOT Inspector prior to placement S H p p' Approved' by Frederick County Zoning Administrator � { u P 4PP y P p P e o of If ill'. / �f 13... All roodwa fill, base, gubsurfgce material utiilfity/s orm sewer trenches sholI. be compacted in 6 i ers Land Planners Surveyors and backit of rifts`to, 95 of theoretical rnoximgm density as determ.ined by. AA H.TO T-99 Method A, within luf or minus 2% of q // - //�/ " optimum moisture for the full width of any dedicated street rr ht�of-way. At the direction of VDOT Inspector v . g l A. Mislowsk Jr ensit tests erformed b a qualified independent a enc. shall be ,conducted as required' in the VDOT Rood and �R�no d y. ` Q: density- ..P-,, Y. qP 9 Yd 200 N North Cameron St. l a0 C Olde Greenwich Cyr. o � , R Approval 6 r ea s Fro � to Shown Hence Dote Srid e „Specifications. A c opy of ;all tests shall be submitted. to VDOT prior to final VDOT approval CERTIFICATE N0: Site .tan Apo 0 01 Valid for 5 Y rS . to Q S _a.,, 14, D9, , Standor CD and UD1 and r rains steal be install 'd where r divot d on these Ions and further where ._ red 'necessary b V(DOT In ectar ] n e PFredericksburg Virginia 22401 Winchester, Virginia 22601 ' Q2Q674 l mi , determined 15. e install+ ion of .an entirances and moribox s within an dedicated street right-of-way shall meet VDOT m , ' =. y e i 9 Y PHONE. (W) 898-i2115 PHONP ( ) 667. 2139 -REGISTi�RED. ntiilum design stondar and is the deyelopgr s responsibrl.ity. PROFESSR3NAL 16, required, b the, local VD)OT Residency Office copies of all invoices for materials within an dedicated street if q Y i v._. P Y( FAX: /.W C?65 0493 N R_ i FAX; O 89 2115 ( ) E GINEE � B . . right-of-way. must be prorvided to the VDUT Inspector prior to acc+=ptonce of work: Unit •'and fatal prices may, be , obscured,: Job u b .rl . • � - � � � E-MAIL wcliff � sinc.com 17: Prior to l acce tance. b VDiOT of gn streets, an required street si na e and/or avement markings ,must be E-MAIL: clifford lbigred.com g � , P Y Y q 9 9 � p 9 � . installed by' the developer :or, at WDyOTIs discretion, by VOOT on an account receivable basis. 1=8. GG 12' Curb Ramps ,(Persons with mobilityImpairments) should' be constructed at locations as shown on the plan sheets arias directed) by the V,D.O.TEngineer/Inspector, • •, , She'et umber _ 1 Of th S D o : C:::, 0 \` �ENRRANCE TE]iwDRARt DRKOY OM EC ION TO :' '•l ;- - - 6 jj EXISTING CITY OF WINCHESTER WATER MAIN AND SANITARY SEWER SHOWN IS APPROXIMATE. AS A ,• BE RR MOVEID UPON Oa1PlE11oN OF WDGE M MD ` fIO1f5E M. SEWER MH ---- - - - EXIST RIM=651.19 I OPM W ACKES _ � ° ° AN MST STEP, CONTRACTOR TO CHECK WATER MAIN D SANITARY SEWER MANHOLE INVERT ELEVATION . U ... INV.IN=63619 INV.0UT=636.09 �J ; . N/F WIN F TE GO PROVIDE THIS INFORMATION TO THE ENGI WINCHESTER L CLUB TO OE TRH TO 68Q 5Ha+i1NIJ4Afi _ TAX MAP 54-A-141A 0 _ TAX MAP ID 54-A-141 BEGIN CONSTRUCTION TO VERIFY BEGINNING N sT •' EST 6 ]O IRE: PROP. $1R.5 ZONED HE USE: VACANT _I DESINTO _ . _ ZONED RA USE: OF COURSE \ x0 1 ES-2 RIM T 6 IE 45 INv. _ ` pG W. sib. 2 670 CUR* DRA TYPE: DI-2c PROP. 51R. R=190.00 RIMS. s4soo PROMDE EC-1 INV.= 642 75 660 • IKV.MI 6 ""' =63 .i 660 - --- Ff1 SANITARY _ TYPE FS 3 SEW ek WATER EASEMENT L=84.41 IrN. OUT=642.00 INV.= 643.65 _ _ �� TOE � >MATER- RI T : SDEINkK (EST=647.0 -_ �4291 • \ 660 t)e252TtD' 1 ` tt 550 ZVi .: 51R. C� sT. 2 Rt 1 1 --� - • °"� • . 1 .... ..... _ ... .. RIIJ= 646 00 4x18 CNPA=646.12 TO _ ® A. � 6455.50 a EST. 20 TER dt y t U O ,. I.. -.C/ 1 • .....• •..- INV.:IN=64L "+ •r.•. .W1=6JJ. PROVIDE 30 FT. ExIST. SEWER NH � � K � OF WIM WA RtM= W.64 �/ ♦.'! PROVIDE 30 FT. d O - - _ _ INV.IN=,AW4 CG-9B - RS �ItOUT=633.84 - --- - . T EXIST - pester � R1M 640 48 O Z • _ - - --- Wier Main - INV.N=633.48 __ ,swo �' � �� INV,QUT 633.38 Q �! O ! // ... EX 12' 12 7� - '- , �_.� _ Z O U W M TOP OF - 64450 2 FT, rR. FLl11iE 51 SF 9F SF SF SF- �' "Ar C : - - SF SF -SF -SF --SF - _ 0 SF _ 5F r---SF 4 FT. OF TWO:) `'� SP SF g'�� Si 11G1iT Flx1URE SET 3 FT. BI}1N) CURB. ) (30 FT. POLE FEIK r T}ff>£f 4' PVC CON FOR LKi1TS AND p�TA ( IUNTNN 10 SEPlRArO BETW E]EN `-"� Lon Pam„ = j CL U (n _ R-t65.00 L-270.14 Eve 1NgTA1M tlr af, BE711mI �- IINMOLF Alp M11BIuLL ..- - _ _ - , _. , 3-E5-3 REQ'0 10' a IYYIIOIF AND C11LW7415 _ - - " --- _ 100 FT. O.C. - - ES-2 A EC-1 REQUIRED SEYIFR MID WATER 111111TES) ►= 6 Ff. t a a U = I e - EX TtN1=17&. 4 D4d1�9348'25' . ,° - dl APRON LE7 H= 6 Aix __. _ ------__ _ - - - ..� _ -- �RWs CREEK ,g IIWrINI 10' CIFATbVCE BEIWIFEN � INv e42 25 _ MYt4E NO 4XILVERIT RIP RAP FOR SEWER SERVICE TO STADIUM SEE RFCD C CLIRVE DATA �W Q L U r - •UNIVERSITY -. y - ,,_ .-tip•.-.-r,._,,�,_ r STADIUM" LANSNBY AG.W CLI FORD & ASOC.. , _. R=165.00 j INC. L=184.55 = U27 s .. T - - - „ .. - _ 1 t lam, AY1pp Wr ao Lr'FL�D rn -,.,____r-..-- Y• : ,._ .- . _ , - - _ ...!pro w �wr _ 660 _.. "µ , .� y NF b _ - - ' - - - '.w'-'•-.•-a.. ..r . . HEIGHTS , . it ' �.� •'1•� (F' i, ... .�.:: ,. ,. t ,! SUBDIVISION T- . 04?70 ------ .. .v gg 10 s�?� ,A NSF � v LL TAX MAP ID 64-A-110 ZONED HE $ !660 �\ Cn w Q I� THIS PLAN REQUIRES THE DISTURBANCE OF 0.127 AC. (3.42%) usE: vACarT FOR WORK ©N SOUTH..,SIDE \\ \ �\ •. 1\ a� m +� 4 ^ ii � AI G OF EXISTING E REMAINING UNDISTURBED S OF ABRAMS CREEK SEE".. \\ 1 \\\ � n - WATER AND .SEWER LINE LOCATIAS SHOWN ARE APPROXIMATE. PRIOR TO CONSTRUCTION, CONTRACTOR " } r,T03 4 STEEP SLIOPESAREA 3p57SACR S SHENAND>OAH UNIVERSITY STADI "�i"1 , p� 40 °� •. o, TO UNCO R ALL UTILITIES AND VERIFY ELEVWNS AND LOCATIONS. `--� NO WETLANDS, SINKHOLES, WOODLANDS OR OTHER ti r1 ENVIRONMENTAL FEATURES EXIST ON THIS SITE. SEEDING REQUIREMENTS GRAPHIC SCALE 20 FT. � general bocktill ' All disturbed areas not paved will receive at a minimum 6" of topsoil and be seeded as follows 50' 25" 0' 50' 100" 200 lbs. Tall Fescue per cc. Culvert Summary Storm Inlet Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(`o) Type Str. No. Inv. In Inv. Out Top Elv. Type Throat .I 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per cc. 1 INCH = 50 ft. NOR/Z. 1 641.50 641.3i 20 18 0.62 CMP 1 641.60 641.50 646.00 DI-2C Q • PERMIT #JPA 99-1905 NATIONWIDE PERMIT #14 2 tons agricultural limestone per cc 1 INCH 5 ft. PERT. 2 tons straw mulch per cc. AND CORP OF ENGINEERS Permanent seeding will occur as a final phase of construction. ---- C11 Y OF W/NC"HESTER AREA SUMMARY HAS -BEEN ISSUED FOR THE Temporary Stabilization: Seeding to stabilize areas left denuded for more _ __ than seven days, but not yet at final grade shall be as follows: 4 ": 1 ' 1/ I --- B/TUA41NOUS PRIME T T24" careful) compacted concrete _ elect bockfill O.o. 6" 2 642.00 641.60 34 18 1.18 CMP 2 642.00 646.00 DI-2C - - 4 643.65 642.98 60 3 24x18 1.12 CMPA 4 643.65 ES 3 5 642.75 642.25 85 24 0.59 CMP 5 642.75 ES-2 •� OD V C L >■ 60 lbs. German Millet cc. (May through September) 1/2 O.D. per IJ75 SO. FT. TWO CROSSINGS OF ABRAMS CREEK. THE CONTRACTOR 60 lb. Anual Rye (October through April) OF PAVEMENT PROPOSED & DOUBLE SEAL ., W per cc. 450 lbs. 10-20-20 Fertilizer per cc. 7 TREES REOU/RED (712000 SO. ter.) 6. LIGHTS TO BE 400 HPS WITH CUT OFF FIXTURES ON 30 FOOT POLES AS SUPPLIED BY , � �s � � IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH 2 tons agricultural limestone per cc 2 tons straw mulch per cc. 7 TREES PROVIDED 8" 21_9 AGGREGATE LAYERS TO EXTEND 1' BEYOND EDGE OF PAVEMENT \_ tone aggregate ALLEGHENY POWER. POINT BY POINT PLAN SHOWING FOOT CANDLE DISTRIBUTION TO BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO INSTALLATON. 164 4) THESE DOCUMENTS AND U COMPLYING WITH THEIR Seeded areas to be watered and cared for as necessary to provide gross emergence TEMPORARY ROADWAY FROM EXISTING PARK ACCESS CONCRETE CAP ALL LIGHT POLES TO BE SET 10 FEET FROM EXISTING WATER AND SEWER UTILITIES. *� •00 � � � REQUIREMENTS. OUERCUS PALUS7RIS P/N OAK N T.S. LID ►� > III AVN/MUM HEIGHT AT PLAN771VC -2" CAI. 0 6 HIGH PIA ELEV = 655.74 A.D. 4.48 94 FT, BRIDGE LIGHT FIXTURE SET 3 FT. BEHIND FACE OF CURB 1�l,„1 �a f q " 666 K- 22.34 60' INGRESS/EGRIESS EASEMENT 666 4, Y Z 0 a 1 m m + I I I 5' 15 15, o ti`- ° z wr- �it Xo� � Li - / m DEw4LA THREE 4" PYC CONDUITS 1:1 �t Q F- U i]cp Z w Z 2 N ca Li Z 0 +4 14TERSfA 81 - -WAY FOR LIGHTS AND DATA CG-6 36' MIN COVER REQUIRED > �\ 6 \��o � Li 0 w v a 660 N ` �) 100.00' vc PVI STA = 5+52.70 PO REV = 653.91 IM.00' VC w LOW POINT ELEV = 646 06 z LOW FW STA = 7+47.80 PVI STA - 6+9422 3 I I I I 100.40' I I w I z 100.16' I \ �� car 1 4" % "' l 1/4",. 1 4":1' �; I - - - ^ - � 1 _ -- - -_ 66Q �y/ 0 kv O O A.D. = -5.00 RMJRE 1-81 S.B.L.-� FUTURE 1-81 N.B.L. cr 1.5 5M-1A N K = 20.00 FM ELEV = 645.42 -? ox tr A.D. - 7.00 ' 5;K = 21.43 I I I 37.06' I 3635' O 8" ?1-B �-EX. t2" WA MAW I `' e ' m I EX 1-81 S.B.L. I I EX 1-N81 B.L EX SAN. SEWER 654 ) -1' I7tb9WG t;RAnE AT t 1'ROP05ED ACCESS Row 200.00' vc I f I HIGH POINT ELEV = 647.08 AGGREGATE LAYI_RS TO EXTEND 1' BEYOND BACK OF CURB. 70 FT. BRIDGE I I ns.00' YC TYPICAL ROAD SECTION - STADRN ACCESS RD. I 1 S.00 VC ' N T HIGH PONT ELEV = 647.D5 654 HIGH POINT STA = 9+05.79 I I I LOW POIN1 ELEV = 645.68 HIGH POINT STA = 13+11.61 RRRRiiii PM STA = 9+14.BB n e FM ELEV - 647.61 r M o A.D. _ -2.20 0 11+20.74 I � LOWS PONT STASTA =11+ PVI = 645.15 PIA STA = 13+33.48 PYI (LEY - 647.71 A.D. 85.00 VC LOW POINT fLEV = 641.9? LOW POINT STA = 16+31.29 l 1 �1 / EXISI►4G GRADE AT WATER MAIN I K = \ o I I 90,91 I N - W � A.I.= 2.40 - K 7292-- _ -3.20 K = 54.69 '_' -�. o; - PM STA = 16+56.79 PVI ELEV - 641.24 w 648 _ \ I W. GM a It ACCEss ROAD y �� A.D. = 10 00 � 648 " 1 � � YVEST CRQS5iM(i I @0 642 �I \ j \. E. 12" WATT R 1N (ASSU ED j T � 0 £NATION) �z _ _ 642 `RI `I q 0 ONTRACTO TO ENSURE WAY FINISHED WT W I ' 12" CLEAR4 CE TO EX. WATER MAIN REQ JIRED.-, I I 12" C CE TO K. WATER MAIN QUIRED. BADE P DES AT LEAST COVER OVER \ a 0 ADJUST CUL RT ELEVA N IN THE FIE ACCORDINGLY. EX 24' Y.C.P. NTAIN CO CTQR TO ADJUST LVERT TION (STING W TER UNE. ADJUSTELEVATIONS _ 636 N P SED CULVERT SLOPE. I EX 24' Y.C.P. Pff ED CULVERT L I 636 W EX. 24 Y.C. N � N Q `\ CD M r fT I I I S Ur V 630 QD o , III I 1 � ,r, � � 11 630 SCALE „=50' W L� � n _I1�- Ln : � �� M+ � 10 M "� n °� 11 * „ h - z w z o _ �¢ z DRAWN BY: J. D. S. PROJECT NO. - - - - - ---- - - -- CR a �'1 ^. o ^. cam.! tr� � `�- f� •n =r su¢, rn `<�`1' � "'i rn R`I .ten o r: w i R n wi � -- � - � '_ o, ^ ^ *2 �j ^ ''? `,Sj of � , i n ^ ^ Go � DATE: 11-20-00 --- - -- --, _ -- - T -- -- - - - -- - - ---- - -- V 4+00 5+00 6+00 7+00 B+OD 9t00 10+00 11+00-- 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SHEET ,2 of 3 1 Tp. r, ti n I TAIL I DETAIL 2 DETAIL 3 EC-1 1 1 ,,. :.,. � .. - ': _ .. .. .. _..-_... .. L e " e ` � .' � 1�� f ,)!of _ _.- ____-_. .. .. _._-.,...___"_-_ > )o� �r r'at arp•: Pa••a _ _ TM OF [N . .. _. . { _ -. . r i _ iadla of .. 7 `( e A Aa.Ha.W V Rol 1. > 1 1• E CR fWOPOSED iC ANAC A"'Wi y nl nnao - , 1 - I: .•-.-. ,.._ .. N `.I .. --- -' - :e --. _____... w wi 7! SIiEM44 A►,C F.--.-._. . ' y TaA•c[ I •,_ r. I I -ram } f�, .. """�f' No. 1 F 0AV S�ML r , - - •. . r � 1 r:ow .:� �.y� IL o � -2•'-+ f � !vp urM.d so',•..- _.L. c. L I J 1 �4I •'.:, 1_. .. j .: _i , I - li — - .. F)rAANSraM IONI_.-- 7 gg i _ A. ! __.. _" C. �. _ 01 ACCESSIBLE ROUTE EIAIL {( � 1t � r-•�l\"+. {{ �� ._, f1,8A MCI LOCO N a ES •1 I .} :..T I '-.w �.. ,.... • .... •.. •., .. i � 7M lNT .4a:l .L ER I il�..'.^ f{\�N 1 t 6..�YH•j •l�l• �IfJ F E �A' F�71'I ILr :.L N •- I ! sRPAKa SVKE �2'.Q•� �� .., , r I k7- 1 I , �j (--_— _ FLOW Lull•- t f i finown+l•, .. _�ftE.�••..- - bs 4s M f 4. 1+461, . _. I , :.v . ,.t„s y..v^P, 9.: j '._e;Z'aera'e'•": i 1 tt:,,.a ';anlexly - 1 LN,RAv!E PaTN t __... ,»-•-..._._ I da`At`Grr., Ir.+. la'd _._I .�. ,: T:t iii- Is enJwj_ rabr,a `r GeoM IAnI •pttl QI GVT TERANS,fN .FW1 orr +, nw yOc r�rsbtrsttrv! r ralMls be xR*3e as 'R mad or ., ".,c, e-„vrr SEC IBA 4-A SEC iION A -A r Draarerras +van kr sar rrr rotrNnatEr n Aea,.n. r'ar.,n• ? SE_ F-F D ,.. ar I " pas 'J SECTIOND T Mo p; r je, rM.+ .' 1 y. I _ ._ . .. - ... _ _ _ . ..- ..... .. ._l..- N, atvr.•n ar rR,rnR ►F•. r » hr, tNo• c,M ono kl lNrgnf 1 Ir1 1`rgn7ad V do d 1h, Pet, a i ~ ' - """ - MCHMLN raul't la oN. Rr o cntlNo•.1 ,... OIMr NStt n �,,IMf NSfOAIS ONE X . YQX i . [� A0,14"er rt1: ! .s _ ,f , . , .: I i CW PIPE ARCH Uf)USL E EN(?WA LL. CQNCRETE Nt ! E5 NOT �.�.. °r _ --- art, <-ti'l .0.0 dift, ealr°.e� � of o j .. • Jr. ,a .. u•xar,ana Ili anuin 0 N'! ie am R• YaHthM 011hr IM aner.nal to" � P �� ;p;it Thal Gp' be appr001:'rVa..nitrea Td la I;", a ,^. j I 1 San T Ri:o ^•Ip � tncr�tne rm 'rout p C �.-I T� • ,ma'M, Ion3w.PtR..i _ O M t l_ r•Y11 r 'Etich AdSnl .T .� 0+ •'9 A•cw,•nr IInW rr,Iro,,•aan •xqu .,,q oro•,or cw,rw aarw r rr ro tIALF P LAN n•a y P aanR • n I anPo+ w.,.t n a N I • ,' ' - I Titli 1'em pay Of I' EMa l n Lod•ol1 E AId1, vMrM cr an@v<•an yn.Ira yr ylo,ra rararr ,town Nto bn ia:tMsy.;•x,P 1 . .. I I ..,. ,....».,.•.. .....,..._ _.. - - t,ta! tr p re _ __ ... W 3D _ .-._. _. M,.d lY .1— ep • d la 1� •._. .:.....-. " - _". I 1 ` I AN dit-;ervDr rc w r. 1 - a - -..-.. w. _.._.. sops / \ c e I . - - - .. n - .d> curl ri•.r.• I ' 3 a^' I`i '; Y•-2" 8'-i0" 11402 a 158 3-2" C.. 1,•` .Into. ore coma a !hose Ix a'mQK , .T # la wr0ee al-b.- 3'Incv g SECTION E-E .._.._ ._ -.. ��// _ +v wYM vise a •._. - - -. ... 1 r endarurs for the turn@ Sit% iAPf 0a• V^! r eC . I I vsaly. w'dM • •w• . '.. r tor+' ..:, LI 15 ? KT 24 T I 8 CS G4o7 1 G '@A li'•2Tri' O'-31i7• � 1 r /�� cone. r" I- W a rr_tdhRa :now od ran n >mna .I a a a cwdoaaR ,. . If r' t wd4 the cart wl.rmi .t , ti P•. J-.. t 9:. 3,. Ci.P t 1 - 0.2Ti l:•-3' 7 4" Ail L•. > r. ft,'Dce Or tE+e •c Lc -- �i �t wl.., .,aN . e-N^c,,.. Pox, • .r�..vd I r I e.v • et :,0! I C0 3 o' cc , eN -6 •arse on Ink 1 , 28, ;10 �'-Sr $-6r 10'-5• 1182 b 3M19 I _ Ll°-i _Ica, 3 XE..ae' 91ee - ,vr .. / )_ 9• _ Amnob to 0a bo 1!n In -11. Ine n•.J' i( A y - "_ oz ro oz C-9. Pv .• n'' :,' - ,.••-• I .. ... .-" _ ?� r,a wse siaa'lt top of I -� �\ MIN DEPTH r-owwete c..o esnhp. n,:a. i M1' 4 ti P• :1• Y IM1 �6" t'3Dt.1 ) +i :i29 If 4• Dry RIP Rap R;p Rap rr.E OR'JVAv[b SCdsNK Si .... 1 _. _ .. -. _.. .- n3Wa;1 pro}o.;f 7iWve h)f Ebpe. FaRO1RRiIlp - ( v'IGt l ' � r � '. •Or,L N�,MI/i WIT sippe, s anoukkr B - is.-\ A �- 1.,r 5 �t_— .._ _ .._ I. -_ _ 1 a ,6 t sr n> ah•1,e a ru.-a� SECT JN N .. • -T `i _ 5-C" ;T' 1 ' 45._ ',}.9A. C 5 loll L lt'.3';1 .er^. . _. ! ..n, ,.ca � 7 �i -_-r cNia U v1CS� S Point d arad! c+.orwa .r J ... r 4 , . . I. ' t _ ,.L. , an , . , , rt.d a Ih'; 'mcw Arrya, tl t, ic.w xn1 i t . , i .�L_ r i CMsf M 3' C,;:i;t-tSH CIE"Aa .. I' -'l:i; t !I ✓ 33_. , �,� fl.�" I k �wr, r.,.. _._... ., g.9"._----•-•--Sy-_ n ir'6 S-+I 2? F' 4z.44 1.237 Ih n.'T +. v:me•er,ht H::rr brsra Ina cu' C' 1 .— oar -care roll IM • w"y---�}�•- #. ._ _. .__ . - _.. "......_ -.... -... _ .. _.1. ___. _.._ .. N Sf•,cJ So ritn >hcaa, Ion ,_ I r } I .+Y i1 : tSpp CS Capt{s J l 4. ':•'♦ 17 t I i I 14",,,t'At :( Ih,• I1ti J'! ON•T :!! �I •P r,,, ivl I'a:{ t : it'r.1 01,,:'.. , e J P r a •OrTo, the aqe 00't 01n vdrn, aN �lMlr la Masai, curb Md Prlfar Mr torv,v•Me{ '� •r 12% ,MIUr•M nrJ t-.ae rn fOp! l! nvnnn.Yn tG Y.It,.IM :•a+'rd �'r :•2'A'a.Ayca'1 M. Ir. IRr D ..•rftr a '' +-�'.. :.'.. I rAMn r I, a' etlju. � d -^m.x • •cn ar I ra y,ttanl u fkN .R' t o i ..-• - I _'el � c c. . I X1 Rorer S:a'., SF CT ION r:-C •• J4 m•tmom ir.oa. ,n eNw• 'or 1.11 q'rtarva D/ oo,ioi.en "C'mo ru six 6,q oit p In 1xw: 44 a'r+Mi <'C•Kn ,m0§vt.)J,SEE ,1 E'4 .?�+ 4 :Pn `.r :.'.:::: .. ...i . ,..,_ rN nirolaod T QI i-.----------_._____ _a._o-INTstrt._a zd_.~-p.-.5 SPEGIFICATO PI_E PIP.-. ARCHES ReFE�ENC STONE FOR EROSION CONTROL SPECntATgr STANDARD ENTRANCE GUTTER 303 STANDARD ENDWALLS FO MULi TEG Dt�H DROP V+12i F"LUJE t�.a (II _.. ._. _4_1.•i VIRGINIAD�E�PARTMENT _ --_ 502 FOR USE WITH UNPAVED SPACE BETWEEN CURD SIDEWALK33 FSTANDARDSi_O'W• YOMA UEPARTMFS1 245 TRANSPORTATION 114VACe+IA DEPART16i Of TRANSPORIAT014 - t.:c PE>. /L41 , f,at;� tlta'�t r IC1.4 1.. _... .----_.--.------...-----.__-.._L'RANSPORTATrD0..._..-,.._..__._...._•_...__....._.___...._._.,.,_........�.._.��•.�.--J-.�_.,.__. ---- -"- 1--__- rus rf -- y ♦ I1h yr 4. - tTyn-5 iTyP,1 I lip 0•etnl. 6brcor Ibrea• ON+cnto HANZ) RAIL (WTALL ATF.)N ON IWALLS coo Soria Steel imcotti, l; S,adM1 Plc• b Ra,h Round Bud (Typ.l or If E.N. Sli PIP W Fur• T Slondord Pipe l A - Width a1 one 1r Rod trot A rayuif en e1 oath bottvrn riser IMND RAIL INSTALLATION ON CIDNC. STEPS °w ••Ir e w oaL.w.• nr dIe ... sso rl-w SIMer1 R.a ' rirel..irr oo ,w •x.. Nt, 9L` oo. • oases. :�'r:"r"r..'ei"" '�•qo. tolls (TyP.I .. on A IEI[�E�Y� At1 rlri�uM►1 OM wau� r,,' '-: • "- Mora • t,:, _-.I — all 0.I .a q a• Its oar v a KT o•. bi F. oaeR•. . and siu ld _: .1: a Ax wi Wad non/ b:ITW 9 'mar M r, reed w rMc.kr moon (!•-�+."� Par rwi,o• pa+e4'arT 41,AMod quRNail •4aoJ0 M oR•d. Hand•04 tb Os In acro•aanc! seer 'ha latnvt .,Ucos nt •art m Tito BOLA f/011andl Bvdainq Coda 'HOCA-EL,,o0vw nfri:gk ann C„'de As•rritioi w a' a 1 s c,r1cATTON STANDARD HAND All.- REFtxENCE NNETHOU OF LOCATING AND ERECTING 300 VIRGIN)A DEPARTMENT Cafti to be CNaso A3 If Cant it plate .4000 PSI if pr•eaN• Iis s- Two iron they be P **Nl a coot M ji Thus curb is to bo used season doe gin speed Is 140 MPIi or I•ff an Rurol hlphways oM Hope C W% NhVV. o ro41a Of MO ft. Or M" 46, MPH or Is" In dove loped ,,ban qna (4bW foot of plot) odI be po'd far os radial _ wtourbon Prods curt TTj depth of tub may be rtedaced m ",011, a 7" _• lsee (15 d%Wor inrroosed as w%,0 ao 2rt21"depiN in ardor Od the balloon of ciwb will contldt •�' onil l It• trip at a ucorfR of ft povcment VASInaU,ro Olfterwes• 110 d'sylll k b W le'as i2• stgwn No o0atir"t A the PKe Poll 4 to be rtNAda *0 o dsveast OF art em/eoo• n depth ACCEPTABLE ALTER14ATE IF CL111111111.15 EXTRUDLU SRECIFTCATTON R FE STANDARD 6" CURB 105 VIRGINIA DEPARTMENT Sat LIGHT FlXTURE - iIETAL HALIDE FIXTURE, 1000 WATT 2440 V SUITABLE FOR OUTDOOR WET LOCATION APPUCATiONS. HUBBEL CAT. NO. SLG-iOOOH-iX5-F2-CBF 16 STEEL RENFORfQkNT BARS ALL FIXTURES TO BE SHIELDED si.EMENr TO PREVENT LOff nil Its O ts T0 I' 0O''C oFT s� 11GfR POLE TO BE fIl1d1NIZED STEEL W(IN iAPERM RAW SEMILESS SFWFT POLE HEIGHT = 18 FT. AT SIOEWNKSY POLE HEUfT = 30 FT. AT ROPIPI TOOLED ED(ESLIGHT LIGHT POLE HAND ROB ON POLL BASE WTM COVTR PLAiE CO SURFACE OF C(MKTETE AND FILL IN VOIDS Si/MTH fNSH ON ALL E CONCRETE •, - NONSMNK Lot ACK PAW I� BEARING GROUT YE11OW ABOVE CRAOE ANCHOR BOLTS '"SHM S_D• WITH LIGHT POLE BAIT SIZE FF OF j— I� .:�I PRCUECTO 40 BOLT I .. CIRCLE PER WMIFACTURER'S TM REIX1M11DIDATION. C-6' o CONCRETE BASE 13 STEEL REINFORCEMENT -. TES 0 1-0 O.0 �� PVC COMM U 2 -6' A STEEL MWORCEMENT ---� I { BELOW GRADE TO PNEL. BARS + `wI ,a NOTE' ALL UNDQ001.110 VW L TO 8E N METALLIC 0XILPIT 2A' RIGID ELBDW NOT TO SCALE LIGEIT PoIZ FOUITAtinoN DIIrAu, d CONSTRUCTION OF A SILT FENCE (WITUOUT WIRE SUPPORT) 1. SET STAKES. 2. =CAVATTO A 4 X 4" TRip'ICH AIDNG THE ilNt OF W III I ' 4" a. AM 4. (} V�TBD �Q IT UM Op A 41 i k- M pJasl" .ADP I SHEET(PFLpw INSTALLATION iR4P10('IiVI< Y� Ir h \ - POMM ♦ SNOULD BE HIGHER THAN IPOnff H. DRQ11AGEAAY INSTAU ATION IT___aa I_ LIGHT FIXTURE SET 3 FT. BEHIND FACE OF CURS cn' iAlnr-c c /r- nccc- r-AcF_A4F_A/T 8" 27-B - EX. 12 " WA T R MAIN Off- EX. SA N. SEWER AGvREGATE LAYERS TO EXTEND 7' BEYOND BACK OF CURE. TYPICAL ROAD SECTION -STADIUM ACCESS RD. NTH. 20 FT, 114 ' f 81 TUMINOUS PRIME & DIXBLE SEAL B" 21-B AGGREGATE L A Y£RS TO EX TEND 1 ' BEYOND EDGE OF PA VE'MEN T TEMPORBY ROADWAY FROM EMSTING PARK ACCESS N.T ` PNrle cadam4ant leaders DO NOT Mr,4 ter 4 PRM met NUK* —Pont na" Crotch W*, Da WT side 'x woo and water spools ,rera nnc la --�--'-� ---- PNne aoFen tranches Irdrrwve .1l . Rags andrd I•bab PrwN tA1CABr5 CIA ant' of boi5 rapes -.- �2"-3' Faith kept avq' non tnii* Sal ara to tartan traLar R••sa>! Iop of wi boi boa" tat IYdIn ad score hole R01 .1 :;, ', ��1•• kT F uBk wA finidl bodfarrT Ramose'aotamor and Its 4clon "deft - Flake sdd ql do la vote Minoge' rgota a mnigir-gram. a oe nudr Flatd9 6r9M Eiat ,al bd tkpM w-ow, - Maws it Gd4 9rum N Hale 2-3 Lowe root ball .idol - f� FLWM IZTA 0o loci STONE CONSTRUCTION ENTRANCE 70' N}N. TJ173 TMfi A PAVOENT sa 1 J FIL 7ER CLOTH-'6• Wk A 11CRMTA�E KERN / '!)PT IarlAlr j SIDE ELEVATION CXITTIW 6R811t1a 70' FIN. f VAS,�ACK 10' NIN -III • H M ^� J <bT .1 I PaSITIVE DRAINAGE on MIN. COURSE AGCREWTE TO SEDIMENT t I TRAPPIIG DEVICE U5T EX FULL MOTH ^r IL•-II=It �� I��li:�iiL�A}.r?.�i.�l�l� • general backfill 4— I 14" carefully compacted concrete select backfill O.D. 6„ 1 /2 U.D. stone aggregate CONCRETE ARCH 411 COMPACTED !1EC7 80,10( TLL STONE ,STANDARD gCiGREGAIE ^��► NOT 70 SCALE TRENCHING AND BEDDING DETAIL GRAVEL CURB INLET SEDIMENT FIL TER �f GRAVEL FILTER • -\ t 2" •a!7``Ja� . lil►11ba�u :IIIIII u � a +alReio�r--�1 ,� - �illll; IINIIcIIiN{ ��HIII I - t l I CURD INI-ET EfF) SPIC07�FUCATION URB L�'f THIS NM POtIDING ITI'I FRONT OF rfll�NSTRUCTEn 13 NOT LZ AT CI4IELY TO CAUSE INCH NI�NCE OR DAKAC;E TO ADJACENT STRUCTURES AjiD UNPROTECTEP • GRAVEL SHALL BE VDOT /3, W367 OR 5 COARSTI AGGREGATE Somilm- VA, DSt►C PLAT]; 5.07-E 5011,11RCE: VA. DSWC a w c.� ,Y Cn PROPOSED GRADE EXISTING GROUND 7 FT. ' J i i i 1/44 1 FT._ THREE 4" PVC CONDUITS /— FOR LIGHTS AND DATA 6" THICK W/WWF `� (PROVIDE 36" COVER) 000 SECTION A FT. PROPOSED GRADE ' 1/4" 1 FT. EXISTING GROUND 1 _ THREE 4' PVC CONDUIT' Fop LIGHTS AND DATA 6" THICK W/WWF / (PROVIDE 36" COVER) ' 000 i 5ECTION e SILT FENCE CULVERT INLET PROTECTION �— ENOWAU TOE 1ti nLL I CLILVERT C2 I II -- TOE Or iH1 v y slLr rErx E "DFSTArF.'.E IS 6MINIMUM IF ROW 15 TOWARD EMBANKMENT rtow OPTIONAL STONE COMBINATION —i h� FLOW �! s.s' rVDOT /3, A357. i5. /56 CW /57 COARSE ALEGATE CLASS I RIPRAP TO REPLACE SILT FENCE N r HORSESHOE ' WHEN HIGH VELOCrrr OF FLOW IS EXPECTED PLATE. 3,20-1 SOURCE: AOAPTEP from VWF Standard Shoos and Va. DSAC PLATE. 3.08-1 m G1NIq 77 q V� V � v w � o Qf- SL �. SCALE: 1 �r-50 DRAWN BY: PROJECT NO. PATE: 11-20-00 SHEET 3 cc-3 LU Y o Q 4 3 z �z� 0 oar w�z _V O (!l W 5 fY�w U � ��°wwo� • Z PY FL Ln In - - Q CffSTRUCTION NOTES GENERAL 1, The contractor shall itirnish altl materials, labor and equipment and perform all work including restoration for the p' completed installation 'of the uitility systems and all other improvements shown or implied' as, necessary for the a c:ompI test*facility ready for us,ce. Unless otherwise noted, specifications .for all work to be in accordance with applicable Standards and Consitructon,Specifications of The Virgin'a Department' of Transportation, Virginia Qepartmarit of Heaµlth, pityy of Winchester and the contract documents. 4MISION AND SEDIMENT CONTROL NOTES- 2 The engineer ,has attempted -tar locate existigq subsurface utilities; however,such may exist that are not shown, The contractor shall exercrse,c;are in this work so as to avoid _damage to any utilities. Any damage shall be the contract'or's .es: onsibiit . The contractor salt notify all utility Companies 7 hours ri r toconstruction. Il "Mi 1. All work shall conform to the standards and spec►ficafgns and other r.�p i._,y, h, y a y 2 prior Co "Miss Utility'" 1'-80Q-257-'7777. _ criteria adopted by the City of Winchester and Frederick County unless 3. The contractor shall be responsible .far' ,all construction stakeout. All dimensions, elevations and locations shall a variance has been ranted in writing. p I h be verified Il the field by eodh contractor prior to beginning the work. The Engineer will approve all cut sheets. r 2. No work shall commence on site until a Land Disturbance Permit is 4. An unusual subsurface condtiions encountered Burin g he Curse of the work' gha l be immediately brought to t lY g issued by the City of Winchester and/or Frederick County. An attention of the *n. ineer catid 'or the Owner: g t g / 3. The Land Disturbance Permit must be kept on site at all times and shown $ 'conditions imposed.oin at his erxpense, ail permits required of this work and shall faithfully adhere to the permit Sr on request: 4 f Erosion d Sediment Control Plan must be kept on site g gg , be confined to the protect area. Any work. performed offsite is the Contractors at � 4. A copy o approved Eroso on Se Co eP e 6• eels o sbilit for improvements tto P p y ti at all times and shown on request. 7. Cutsheets sh.pIl be submitted tto the Engineer for approval prior to ordering structures and start f construction: Disturbance Permit n the . .,, g Pp p. .., 9 0 y r � a'r 5. if the contractor fails to produce the Land D+stur a ce erm and All cutsheets should : show existtin round elevations at centerline of obit structure or road and offset hub elevation s d g g y d b approved Erosion and Sediment Control Plan, a Stop Work Order will be. 8. Manhole rims, valve boxes, etc, to be adjusted to match proposed elevations o shown :in these plans. • W Lh time thaiT, the Permit __ , , placed on job until mnt�l sip rip t and the Plan arc secured . - r a on, ,the ob .sine, • . 9. This protect entails aonstruct,oin over or�d �- e'lose -proximity to exrstm water :and sewer The contractor � � � • , p g r:. o ri ,i a. ,i of e w e k �menees and will notify The City of Winchestter Deft. of Public Utilities before excavating near this site.1'� INDEX 6• fHef$y n''or C u -t r�r� b e a d �, kf►e c on when the project is, oompk,red, 2 5.10 CaN1 R L Q Q other work (grading, e*pavoting, Construction) on the project shall not 1. A Land Disturbance Permit willl. be required prior to initiating an site work. This permit can be obtained from the COVER SHEET commence until the .appropriate erosion and sediment controls are in . ; , ,, .. q P 9 Y P r t �� mra[�ESiFR _ - place as specified on the plan. Frederick County .Pubhe Works Department. - �' "`�" f l o other conservation h , PLAN PROFILE 8. Contactor +s responsible or any and al damages f any , e >c e 2. Tampon and errnan _nt .erosion control structures and methods to be in accordance with the Virginia ,� aaRic i �'" P e measures olread in lace as a result of .work covered b this permit. Erosion Control. Guidelines and local ordinances and to be utilized during the construction period. P Y P Y P : 9. Contractor hall maim in the conservation measures +n sotisfacto 3. All'_erosion control; structures shown or as required during construction shall- be continuously mair)tained G s a 5 ry , J MISCELLA 1/EOUS DETAILS throughout the period in which areas are denuded. Areas shown to be surfaced are :to have stone base installed operating condition until final, permanent stabilization is achieved r r _ at the. earlie$t possible date:., after establishing grade. No area is to remain denuded for more than 7 calendar days s � AVE 10. Contractor shall submi$ a monthly` monitor report to the City and/or County when construction is not in• pro ress, gg _ indicating the condition of the erosion and pediment controls and any corrective ` - 4. Cantraeto:r to clean up and re,stare disturbed areas immediately' upon. completion of Pipe laying in the affected ' area. actions taken during iIhe reportin> period. The report shall run on the 5. . All unpaved- areas of the site which are disturbed b this construction shall be provided with 6 topsoil, calendar month and must be recieved no I ter than the 5th day of the P PROJECT AREA a fertilized;, seeded corn` acted and mulched. Seed bed'- to be watered and cared for as necessary to rovid� a followingMonth. Copies of the report ' form may be obtained at the go , 0d 1. unlit grass cover, Areas not graded shall be disced, leveled a d seeded to achieve law o conditions, n1 C p ! P y P q fy l n address below. 6. fer. cernoval o Off topsoil; the subgrade, should be proofrolled with approved construction equipment prior t: 11. All denudedareas on pfite shall be stabilized within 7 days of final to fill replacement. AII. subgrmde areas shall be stable prior to fill placement. All fill and base materialshall be grading with permanent vegetation or a protective ground cover suitable compacted to 100% of, the maximum dry density as determined by ASTM D 698 (Standard Proctpr). t orid��gped oreas shall be cormpacted to 90% of the maximum dry density as determined by thq same Sta.nd:ard. for the f rrie .of the year. • ors e 12. All denuded areas that may not be at final grade but will remain dormant p p y q g engineer registered in .the Commonwealth of Gom ,action testing shall be • >erformed. b. a• qualified eotec•hnical en i • Q j'jr1jT, ;',� ,� ,'�T�LOf�£i,�y '1 'l' Virginia or a qualified representative under direct supervision of the engineer:. , longer than 30 days must rgcieve temporary soil stabilization. SH NAN AH Nl /lY 13. Permanent stub lizotion must 6e applied to all denuded areas that are f DO U 1�£RS FIRE & RESCUE,J46o UN/�ERS/TY DR/�£ to be left dormant for more #ha{i one year; 14. The Land Disturbance Permit may be revoked, should the City determine i o clearing n r from Fir �n r n debris WINCH£STER BIRO/NIA 22601 _ 1. Burn ng f land clew ng debris requires a permit om the e Marsha), Bµrn g of construction deb s on site 50 that the project is not in compliance with the conditions of the is, prohibited: P.O.C.- i;ENE F/SH£R (D/R. OF PHYSI(X PLANT] CV� • approved plan. ELJ 2. Access ,for ,emer enc Vehicles must be maintained at -all times luring construction. Temporary street signs and _ ' g Y ,: d 9 Po , ry g . , PHONE. 1- 540 6¢5 4S2 95: All questions regarding trosron and Sediment Gontol must be directed addresses m'U'st be ;posted as construction begins. Parked vehicles and staging of construction materials are prohibited 4 $ 9 g Within' 20'. of fire hydrgnts. Fire Hydrants are not to be obstructed at any time: to: MAR 21 2gol ® WNER 3. if blasting is required, the conitractor is responsible or obtaining the necessary Fire Department Permits. City of Winchester, Virginia Frederick County Public Works 9 q P f, 9 ry P " 2 C/7Y OF, W/NCHES7ER Department of Public Works 197 North Kent Street 0� Virginia 2260��RT PLANNING/DEVELOPMENT! "®EVELOPMENT RTATIODV ° VIRGINIA. DEPARTMENT OF, TRAN.SP � i5 NORTH eAM£h?pN sr�EET 341 East Cork Street' �nchester, y Q W/NCHESTER, VIRG'lN/A 22607 Winchester, Virginia 22 01 (540)-655-5643 A 1 w '" i r ' - _ J 540-667-1815 e All ark _an inis project, shall- conform to the latest editions of the Virginia Department of Transportation (VDOT) PHDi]/E. J 540 6�'7 JB 5 ( ) Road and Bridge Specr icntions>, and Standards, The Virginia Erosion and Sediment Control Regulations and qn other state, federal or local regulateons applicable., In the event of conflict between any of these standards; specifications or plans,, the most` .stringiant ;shall govern, . 2: Alt construction shall comply wvith the latest U.S. Department of Labor Occupational Safety & Heglth Administration APPROI/ AUTHORITY C17Y OF WIlYCHESTER and VOSH Rules & Re ulationsi. Vicinity Map I 'When. working on VDOi ri ht-a)f woy, all traffic control, whether permanent or temporary, shall be in accordance With the current edition o' VDJT s work area protection manual. Furthermore all traffic control flogg.ers must be Scale 1 l- 2000' lQ¢ 04fied icc,¢rdance with VD)OT's January;, 1994 (or latest edition of) Road &Bridge Specifications, Sectign certified a 4. Desi n. features relatin t struction or to regulation, control and safety of traffic rna be su 'ect to cane DIRECTOR O PLAN NG AT qs dgeemed,-neeessary -�y �/Dc ' g Y Y pl h g C/TY OF WINCHESTER AND FREDERICK GpUNTY APPROVALS ARE PROWDED 5. F'nor to initiation of work,. Comtroctor shrill be responsible for acquiring all necessary VDOT land use permits for qny work on VDOT right-�of-way IN ADVANCE OF VDOT AND FHW,A APPROVAL OF THE ROAD CONSirRUCTIOIi(. r uired-b the I cal VDOT Ke denc Office, . a r -c n tru tin conference must rron e held b he f eq + a D sl y c , peas c o c e be p. g d aria e y t THROUGH THE iNTERSTTE 81 RIGHT OF WAD: VDOT AND FHdz'A APPROVAL NER S ! ATE engineer .ond. e dev lg er with; the" .attendance of the contractor, various, Count agencies, utility companies and VDOT A �' 2 7 2000 MUST BF OBTAINED PRIOR TO AVORK PROCEEDING .IN THAT RIGHT, - OF WAY. priorp initiq on of: work. Y 9 Y P M � � I hereby certify that the property contained in p to 7. Contractor 5hofl `notif�y •the local VDOT Residency Office when work is to begin., or, cease for any undetermined this Sub'i son is with free consent and in accordance k,-ngth . of trme< VDt7T yviii' also) require 48 hours notice for any inspection. d 8. The Contractor will 'be res•onssible for maintaining adequate access to the protect from the adjacent public road- with the desires 'of the undersigned owner, proprietor o way throur h construction "and imai�itenonce of a c construction entrance in acoordanc'e with the adjacent Erosion & Or trustees,' -e a m; rntainC throu e. i e t ntr iHandbook. Sec 3.02: Furthermore, access to other properties affected by this proles s a • 9. Contractor shall ensure adequcte drainage is. achieved and maintained on the site during and at the end of Ccnstructiorn. construa,tion. flbe ••e ® Dat P g P P. 9 Y fJ r. C11ffo so'lto inc ewer lines withiin existing or proposed VDOT n ht-of-wa are to have minimum 3 cover grid, r �r $ w� p to, be Installed under roadway drainage facilities. 10. AI water and s vv hen ossible; • . ,i 11. Any unusual •subsur-a,6e cond'itiions encountered during the course of construction shall be immediately brought to' the attention of, the en ineer and VDOT. Work shall cease in that vicinity until an adequate design can beddetermined' - by the engineer and approved, by V.D-O.T. H o p Approved by Frederick County Zoning Administrator areas an. p' borrow materaa shalt be ins ected a s ector nor to lacement �� d © 12• afl f it dercu{ p rid approved by VDOT In p p p 13. Al roadwo fill; base, subsurfaice material and backfill of utility/s orm sewer trenches shall be c mpacted in 6 Engineers LandPlanners • Surveyors y 9 IN'- to 95% of theoretical maximum density as determined by A3HTO T-99 Method A, within lus or minus 2% of o optimum moistur.,e for th-e full width of an dedicated street ri ht-of-wa . At the direction of" VDOT In e for t `� Y ,. Y P . g ' .w densit tests erformed b , a qualified independent a ena s.holl be conducted as re, ui ed in the VDOT Roa andRo,�ald A, M�s10 sky, Jr .. y .. P Y q_ ,. P 9 Y ._ r 00 rt on St. q 2 NO h Giam�'r 13ndge S-ecrfrcations.. A co of all tests shalt be submitted to VDOT rior to final V Ol a rov i. 15 OIC� Greenwich Dr. o _ P Approval Valid for Years From to Shown Hence to .P � .PY P D PP 4 . cERTil=ic�TE No. Site Ian. APP o ai a Id o � e rs am Da S w Do 14. VDOT Standard CD aria UD uncder rains shall be installed where indicated on these Ions and further where r d p Fredericksburg, Virginia 22401 , 020674 determined 'necessary by VDOT Inspector, C�.,�InC)e$er, VIrIill 2260� % ' 4 " k 1.5. T e installati n of any' entrancies and mailboxes'. within an dedicated street `ri ht-of-_wa shall meet VDOT _ ii=um de standoWs arid; is the d el: Y PHONE' (54O) 8 -2115 PHONP• (540) 667 213� 'REGISTERED . .. m .: sA+gn X ev ola�'s respoas bility. 9 16. if re uired b the .local VDOT [Res denc Office Copies of a'll invoices for materials within an dedicated street hR,OFESSfiTkfAL ` , . , q Y . , i Y p Y vv. ,-• FAX= ( 665-0493 ri, ht-of-w must be. rovidedl to the VDOT Inspector prior to acceptance" of work. Unit and total rises may be FAX: (5 0� '8� , 2115 ) ENGINEER , d, obscured. P P PP Y 0 u �• _ 'Prior - E-A61AIL� wcliff�msmc.cOm 17.. Prior to: acceptance by VDOT ,c)f .qn��y streets, an required street si na a and/or pavement mark�n, s must be Mi�iL Cl ffof d 1bl red.C011n � ... P Y 9 9 9 , installed by the developer or, cat VDOT's discretion, by VDOT ,on an' account receivable 'basis. .� i mobility 18. GG 12 Curb Ramps :.,(Persons with' mob; it Impairments should be constructed at locations as shown on the Shemay}Nu ¢Ian sheets or.. as dii, trert by the .a.O.T. Engineer/Inspector �i ` r 06 P , , ; v � Q 3 4 O Z ' :.' 1 �' Q � (C) 1 6 EXISTING CITY OF WINCHESTER 'WATER. MAIN AND SANITARY SEWER SHOWN IS APPROXIMATE. f DATE. AS A � cr t� OF BMOGE to FEt� HOtfSE ExLST.,sFr1ER � �,,,_, _ ^, EXIST. 1:t9 Pl:UPOD18115 ! l� � �� I FIRST STEP, CONTRACTOR TO CHECK WATER MAIN AND SANITARY SEWER MANHOLE INVERT ELEVATIONS N/F m J v a' T �\ INv�N=63s.ts , ••. O PE 7*6 INV.OU I a VW.0§ J : • •• N/ F PROVIDEGOLF CLUB -' �` \ WO i . SHENANDOAH r 6 70 TAX MAP 54-A-141 A HE - - PR BEGINNING NGG CONSTRUCTION TO VERIFY TAX MAP ID 54-A-141 _ - . ZONED RA EXIST. SM, MH O `, `N . EST UM RE: PROP. SIR. 5 ZONED USE: VACANT DESIGN. USE GOLF COURSE ; =846 56 IN V �- X0 , I ; " i 1 TYPE ES-2 SEVER MH RIM 645.#5 Nv.txlT 50 O� 670 P V. STR. • TYPE: 01-2C rum R' AD RN:;.6400 •, (( faRou�DE EC-t = 6#2�75 6 6 0 634 55 BINY=s34.45 6 ' 60 _ ,� -- \� . PROPOSED SANITARY TYPE ES-3 L=64,41 INV. auT=642.tX) \ SEWER A WATER EASEMENT T INV:= 643.65 660 Q91t0=25'Zi19' �� t TOP OF WATER - RIM TO MATCH SIDEWALK (EST 647.0 _ ) . :(n} tcn ZVi l� ST : � 2 FT� B"? ` : -' ' _. .... ...... ZIMT 646.00 NV.:IN=641. '"'�., r 4xt$ CNPIr=646.12 TO 7.00 0 -- ` EJOST. 20 TER do • h 100 Yr . tLlx,D P �4N _� SEWER MH = E ) o O . • „ . a .... (x1T 635. PROM DE 30 LOG1E OFF OF 1M1ER ww RI 640 64 PROVIDE 30 R. I ;// • - , • .. �- - (� 98 ----- --.. - CG- gIRB OWNiS 1D � NV.IN�'iia:S4 �. = .._.- 633 84 _ - . _ EXIST. SEWER MH SO r (Ci o hester RW CL •----_.."^+s • ''' ,�'•r=r.. .^'.'i • .'w.�F.,�J!!� •��_ •...... �...{• • 1 Woter Main �7M-.•• . r �48 15,m RAPINV�tl l VJJ 3O CO Z W ` _- 1 -, - _ ^ ^ o, 2" . ....:.... ....:. ..:............ _ _TOP OF 644.50 �-loil2�` cr Z it SF Sf g - - - ar - SF Sf SF i i fT' OF TWOTWO:) SF" -SF Si Sf!WIT SE LIGHT FIXTURE SET 3 FT. BEHNDj M. (fYF'ICAI) (3O FT. POLE HE](iT) SF Sf SF hW 4' PVC �INRIS FOR L1GIi15 AfID pV�TA ( t0 BETWEEN _ `, 2� C'� _ R=165. «� L=270.14 . Ta�176.34 Yt1rtAN t0 CtFAFFNCf erirtEtl i *AE MD winkl ,, .•- 6t E r.___-_""'"` _ 3-E5-3 REQ'D 10 CiFAWlCt ,D 1 IwwatF A!D C0.tiER15 _ _ - _ AT 100 FT. O.C. - - � CNN �IRAT10ry -2 h EC-1 REQUIRED AND UT1 �- APRON LENGTH= 6 FT, ) wi+pat lo' aF eET1r�N \ t,u [L la- L1 c� DeHa=9348'25' - APRf1N LEN H= 6 A$ IN • _ - _ _ ' ABRQS c EK INV.= 642.25 W*Uf AM QLMR15 RP , �� SEWER SERVICE TO STADIUM SEE RFCD W cn W �a?�• - ' =fix= ^.:'' y xFOR C Ct1RVE DKA r r, ooNourwN -- _ __,^_ ..__ _ - -.�..� - - -- - - - -�� -- _- _ :. :- - - --- -- -- -- _ "�..: > SHENANDOAH UNIVERSITY .STADIUM PLANS BY G.W. CLIFFORD & ASSOC, R=,sS.00 INC. L=184.55 _ o3z7 Tun-1 �p "/.. .. - "'-' „` .. _ - _ �"•�r T_. �..... - _ _ _ _ - - _ - - - �` 1 t1lAab6Ctl5• +- F r ,. , "uq ..• - _ - - -. •' _ -• � _. - ._ " - '_ . ' ' �� - -- - - _ ten, .. pp - 1 YEAR FLOODW AY , o� Y 6 r ...... _ .. , . - . .----:,- _:.._. .--= YEAR -- r.__.-- ...= _-- PEMBN?1DGE HEIGHTS • , SUBDIVISION ZZ,..,.. �...... ,� \\ ZONED RP • _10, • Y �\ �, �+ TAX MAP ID 64-A-110N/F�•� \1 ' y, ---'f•_ '� : �' - 41 1� II ff I 660 THIS PLAN REQUIRES THE DISTURBANCE OF 0.127 AC. (3.42%) ZONED HE • • • . � 1 \\ USE VACANT _ FOR WORK 4N Sa UfiH.-FIDE \\ 1 \\ V 6 .. \ OF ABRAMS- 'CREEK SEE ' \1 m OF EXISTING STEEP SLOPES. REMAINING UNDISTURBED > WATER AND :SEWER LINE I DCATIOS SHOWN ARE QP�/ �•, ', V !� • STEEP SLOPE AREA= 3.57 ACRES. "SHENANDOAH UNIVERSITY ADI �\ 7, LI APPRRXIMA PRIOR TO CONSTRUCTION CONTRACTOR 1 C73 4- 1 \ 0/' ,�- ..ALL. a TO UNCO R UTILITIES AND VERIFY ELEVARONS '.. AND LOCATIONS. '� �' �' `..� \ NO WETLANDS, SINKHOLES, WOODLANDS OR OTHER �\ \\ 6 c c \ ENVIRONMENTAL FEATURES EXIST ON THIS SITE. SEEDING REQUIREMENTS GRAPHIC SCALE 20 FT All disturbed areas not paved will receive at a minimum 6" of topsoil and be seeded as follows 50' 25' 0' 50' 100' general backfill Culvert Summary Storm Inlet Summary J 200 lbs. Tall Fescue per oc. " Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Top Elv. Type Throat 12 lb. Annual Rye per oc. 1000 lbs. 10-20-20 Fertilizer per oc. I INCH = 50 ft. HORIZ, 2 tons agricultural limestone per cc 1 INCH 5 ft. PERT. tons straw h per cc. VMRC PERMIT #JPA 99-1905 AND CORP OF ENGINEERS Permanent seeding cwill occur as a final phase of construction. - NATIONWIDE PERMIT #14 HAS BEEN ISSUED FOR THE Temporary Stabilization: Seeding to stabilize areas left denuded for more CITY OF W/NCHESTER AREA SUMMARY- than seven days, but not of final shall be as follows: "• 1 ' 1� � _ - B/TUM/NOUS PRIME t. a„-} 0 D. _ concrete select b cklfillcompacted - 6„ -�- -j 1 641.50 641.37 20 18 0.62 CMP 1 641.60 641.50 646.00 DI-2C 2 642.00 641.60 34 18 1.18 CMP 2 642.00 646.00 DI-2C2 4 643.65 642.98 60 3-24K18 1.12 CMPA 4 643.65 5 642.75 642.25 85 24 0.59 CMP 5 642.75 ES-3 ES-2 � OD W N yet grade 60 lbs. Garman Millet (May through September) o.D '• i/2 as TWO CROSSINGS OF ABRAMS CREEK. THE CONTRACTOR per ac. IJ75 SO. 60 lb. Manual Rye ac. (October through April) FT. OF PAI SIVENT PROPOSED & DOUBLE SEAL _:� LU ¢b'd IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH per 450 lbs. 10-20-20 Fertilizer per ac. 7 TREES REOU/RED (1/2000 SO. FT.) 8" 21-8 6.• LIGHTS TO BE 400 HPS WITH CUT OFF FIXTURES ON 30 FOOT POLES AS SUPPLIED POWER. POINT BY POINT PLAN SHOWING FOOT BY *+ �+ {� b t g 2 tons agricultural limestone per ac 7 TREES PROVIDED 2 tons straw mulch per ac. AGGREGATE LAYERS TO EXTEND 1' BEYOND EDGE OF PAVEMENT .stone aggregate ALLEGHENY CANDLE DISTRIBUTION SUBMITTED TO THE CITY" FOR APPROVAL PRIOR TO INSTALLATON.` TO BE THESE DOCUMENTS AND COMPLYING WITH THEIR Seeded areas to be watered and cared for as necessary to provide grass emergence. CONCRETE CAP ALL LIGHT POLES TO 8E SET 10 FEET FROM EXISTING WATER AND SEWER UTILITIES. MOO Y va TEMPORARY ROADWAY FROM EXISTING PARK ACCESS w REQUIREMENTS. QUE�GUS PALUS7RI3 PIN OAK N.T S MIAMMUM HEIGHT AT PUWT7NG -2' CAS. O 8' HIGH PVI ELEV = 655,74 94 Q. BRIDGE A.O. = 4.48 LIGHT FIXTURE SET 3 FT.1 BEHIND FACE OF CURB 666 - / � K - 22.34 � f' ._ 60' INGRESS/EGRESS EASEMENT 666 , �-'1 O Z � w Z cr J m Y I ( I 5' 15' 15, Otto \ y Q w W co o L I INTERSTATE 81 - I WK OF WAY D£WACX THREE 4" PVC CONDUITS FOR (LIGHTS AND DATA CG-6 �.� 36" MIN. COVER RE(X11REU J� v-, r °� s G E Z 6 '�' w a 100.00' YC 150.00' VC I I c�'T r 1._ ��_ 660 i PVl STA = 5+52.70 I , Pp► ELEV = 653.91 ' + A.D._ -5.00 _ w LOW PONT ELEV = 646.06 LOW PW STA = 7+4780 3 PM STA = 6+94.22 cr 100.40' � I_ I- FUTURE I Sf SB.L I W I 100,16' I 3 I FUTURE 1-81 N.B-L cK 714 1 4µ� 4^ J�q" 1' 1 4. ---' � �� I _ 1.5" SM-2A 6 60 0 0 ___-_---- Q N K = 20.00 r FM ELEV = 645.42 \- ; -2 - 7.00 I I I (� 8" 21'-8 ` FI;A.D. I • - g K = 21,43. V "SEX. 12" WA MAIN 12• `\ �n N N I 37.06' EX. 141 S.E11 I I 36,35' EX. 1-81 N.B.L. I 0-1-EX SAN. SE14ER 654 T" I -- _ - DOM W" AT t PROPOSED ACCESS TDw � � 200.00' vc I I I I AGGREGA TE L A YERS TO EX TEND I' BEYOND BACK OF CURB. 70 IFT, BRIDGE 175.au' uC TYPICAL ROAD SECTION - STADIUM ACCESS RD, � � 654 r� I HIGH HIGH PM POINT ELEV = 647.08 - _ POINT STA - 9+05.79 I I I STA = 9+14.89 1 5.00' vc - HIGH LOW POIN ELEV = 645.68 I HIGH LOW POINT STA = 11+20.74 I POINT ELEV = 647.05 _ POINT STA 13+11.61 PA STA = 13+33.48 H.r S. I 0' � a5.00' VC ((''�� "�j T 1 r �• D 4 _o s PW ELEV - 647.62 . do I AD = -2.20 I o PM JT = 11+20.14 � ri + - PVI E = 645.15 PW ELEV - 647.11 AD I LOW PKNN ELEV = 641.92 LOW PgNT STA = 16+31.29 . (ice 0 i \'�� EXiSII4G GRADE A7 WATER VAN. u \ \ I _ o I I K = 90,91 N A = 2.40 - - K - 72.92 �, = -3.20 o I _ K = 54.69 '' W STA = 16+56.79 r PVI ELEV = 641.24 rt I "y W ` aD. 10.00 d 648 -. _. .- I I PROP. GRADE T rL ACCESS ROAa I , r �� \ = 8.50 i 648 " 1 J ' It ON 1 * �I 642 I % 7 E N 12" WATER N (AS D 1 AAlO ELEVATIONS s+a 642 q ONTRACT TO ENSURE WAY FINISHED I 12 CLEARANCE TO IX. WATER MAIN RE (RED. I , I 12 C CE TO WI�TER MAIN QU�ED. � RARE PROVIDES AT LEAST " COVER OVER � a 0 ADJUST CULVERT ELEVA Fx 24` v.c.P. IN THE Fl ACCORDINGLY. NTAIN C0 TO ADJUST LVERT ELEVATION ISTING W TER LINE. ADJU ELEVATIONS 0 636 POSED CULVERT SLOPE. I EX 24� Y.C.P. ED CULVERTIN L THE REIA EX. 24' V.C.F. I 636 �w1 v w rn - `� o c^•.1 I ram. `[7 r� Q 630 LO a,Q Ita N w I I I � �� N « 630 SCALE: 1" 50' s � � � � - II ,�, W � CE 11 11 II W z z - I+ J ¢ w z z £ z f DRAWN BY: ✓- D.5 - -- - -- PROJECT NO. •w o 'n:. 4? rn1 g^ aM'• e`! - --_ - --- o --- o+ P+ --- M r. �', r*n - - e��' r� -- - - °,.5�' QrnQ n �' oo `� DATE: 11-20-00 _ 4+00 5+00 6+ 0 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SHEET ,2 `F- 3 .I v - I:n I ,. tit r r I,.II kt'r•'.nat �yAe" ___. . . I / ,`,�, i �,t i , �y 41 It ,.y�:'.v..'w. .,. ', _i. I `.'-Rftt. `t [r,t•1 w!' i- lt t I i , gg �r _._.- f 7 I ;•" •,� ,,, r SRC}f4'i" ELCVAT(-ON SiOE FL.EUATIC)N i r;� _ c1,1LY `!, whrE M IPAS DfJk i kSit��k, (k e.O 4 i -+ Ixl u.l•uv a'.A, i ; � f• &1diNal: <I.Oi' L't CM'•"If r:<.9 frrf.]'IBI C tDe Vr,.y7e ui rye road. _ _,_ --- :• r d i • , a ... I �iA+F ry (Kts r lMFNS(ONS ONE CU M& I , iC+ PIPE ARC-H DOUBLE ENOWAL". CONCRETE NQrES .. "• I ... _. h; T • br .+.,•1 r + ' `-. ,r Af 11 1 I. ! I P-.,.• 'i0U1y1e lT1'Ti A.IRra w e h ; �. ut I PI}' RrC PId+. d _..-.,_...._,...-..L��._..,..,.._.. A N (a T !, i+e , rngy (Jr fxems fr ,.R I C.{a rka._ €1 d rr' a .. Apt qtr. A r^ a -n l � P 6° `L 2 b' a a�a2 o.t a 1 C I { n a� e n.. a. . •� , Y.a 3 N �, - a of 51 ` �'� .- ., � .•r a. I S t- P KT 17 6'tY CD.ap7 0 lS4 I. € _ t Ti U 1` to GI `n i « Pe 9 In I J 2 Ia..iA ,.,.. i +1.k' "';.;>. ., n: �, ,. 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', r n �,.. .., 1 a - •ex '..,. :e',::.. .- . ' i i !w avn.,:'t >d aa a•, . ..rya, '.1 ,., • "i a ST��dC3AR&� ENDWALLS =_ FOR iMiUi_1 PL.F PIP"' ARCHES _•fly € I TT WI1..H { f-LUME, IAf ! s�aFt:? �f_�J`, , EL, �7fTI,H OBOE=' it�l. I> r, ! , 13- RISE t. I tF.tFCJ,.1 I I'�i Ij Tl; r _, s vlRcNtA or�€-AR!MrN 'T nti-:4 I ,r JIRi.iN.A (}f.r'«r; IvENy I'.1- rTtr:Arb�'JI?I ti';7?a ",_ ' It.' 3 pRAh`•Ptii'7AT>Ol. S'-' r-- ma r o' 34"' n �h--N- i lr" 010. Sofa Sl••I IM`*Otfi T If Shw4wa Pp b, Ra,h Ro,,nd Rud (Typ.l or T' Standard Piper 1} ERlfa Shdq Prq I. Puaw ` / 3'-U" 41/1" o.a. ('yp I, 3•:D, 1 P I �� i l A - pidth one boot that is A (/ ne,Nareei el .00 bottom r:ee, C,Nwala Ib,lor RJi+OY CwUcrOh ..VAN0.RA1L INSTALLATION ON CONIC. STEPS HAND RAIL INSTALL_ATHNJ ON WALL$ •w +awe. � •nwiwa nw rw.r ... �'a ft•P. 61Wera rE-CL {•ale sore trim „ � � Y9 . -loll' -T- ^,.�:C-_ •-�-� Jy r�W w Ras r R.N_,.. t yr -{ !a'trA � � "� ' 3'ePw"a•t\�f' (1 i * � N.IEII'tJ+we'>w§fill3A4*) ON MAIAs - - +r ny -A+• r ~ ! l / TM rdrewf rs p w -it ,wily ca a pateatwn ral plid"I ere and oborM •y: '~:,q't'. {, l_ 1. a WhWlbrut W, A4v, t MOM t - x, A4w r (nY Q €IR 'elar W Mfleapr MRarl Pfl,Klgl, il\Mad quarNdl IrRFee a NaM. Hwn od to be. rn arro:lo�� r,:rh :he IOlaat ..0Caa nt !.t M 7ue aOC,A Ha -.1 8-".Q Cole 1tICC -0.,01 q ntfwls oast r„d. SREcIFIGATION STANDARD HAND RAIL. FLRENCE METHOD OF LOCATINry AND ERECTING SOS VIRGINIA DEPARTMENT C rwillie to be C'e" 43 if is COM IF Place °4000P54rt ,'�•.:,e;�.;� •:rt'• ..-p.... Bop ... ►.'' • �; : T)" "m Rory bo w*0"t or Wet in 0"0. t' �9pbq■e f' e teeb• - 7 . This curb is to be used when dov, IF eased is 40 NMI Of s" an Rural jpphwaryis and MPH cut haying a tools of 300 ft. or Nita i ►.- w 4 Y • 4* w lots in developed irbw qRd tab•q tone of wit irl€I be paid for as ro4tto }I ► suburban pteos curt Til depth of Curb may be nK*ptrd as irwch as V ... (I5 deplltlor increased vs much m 3 O'depIN - --• •'�...y' in order wd IIVR bottom of clrb will conc,de �'. with Ito top Of a ww" of IAR Pavernent _ sagaV tyro 0ewor"o tw r So 00 Was upon NO opaafalntt In the IT.- Db R la be ACCEPTABLE ALTERNATE nrpda Lae a decrease a WI nareoee in OtPth. IF CURB 15 EXTRLEU_ sPE"WIC"C STANDARD 6" CURB _ REFERENCE, 05 502 VIRGINIA PARTDiENT LIGHT FIXTURE - LIETAL WWDE RXTURE, 11000 WATT 240 V SUITABLE FOR OUTDOOR WET LOCATION AAPPUCAPONS. HU88EL CAT NO. SLG-100011-1X54248FF 16 STEEL ROWORCKNT BARS ALL FIXTURES TO BE SHIELDED '3 STEM I(CE�ENT TTOPRE�m Lw TTEs ®I'-0* O.0 SK LIGHT POLE TO BE GALVANIZED STEEL WITH 1APEFED Taw SEAL ins w POLE WOO - 18 FT. AT SDMUS POLE HEIC*ti a 30 FT. AT RW1WAY 1' TOOLED EDGES �Loff Lw POLE HIND RLB FINISH ON POUF BISE WTM COO PLATE M CON SURFACE Of CONCRETE AND FILL N VOID WOTH FNISH ON All EVOSED CONCRETE NOiIS M LOAD SMACM PANT BDW GROUT Yam Aw GRADE I ANDfoR BOLTS TLIRLISIfD 3'_p" WITH LOU POLE 80LT SU FACE OF iB .rlt( PROJECTION AND BOLT CUFT ""c _ CRUL PER IWIUFACTURER'S RECWMQIDATNAI. _- 1'-6' A CONCRETE W t3 STEEL RFJNFORCEIIENf ...{ TES 0 1'-0 O.C. I _ PVC COMM AT 2'-6" 116 STEEL REINFORCEMENTFIN I BELOW GRPDE TO PANEL. NOTE- + ALLw L ww TO EM CONWIT 24" ""--•- RIM ELEDW NOT TO SCALE UGW roIE FOU"ATIOx DFAiL CONSTRUCTION OF A SILT FENCE (WITUOUT WIRE SUPPORT) !. SET THE 9TAM. 2. MICAVATE A 4-1 4- TRXKH C�'SIAPR ALONG THE 11NE OF 9!'A6E8. new 4- 3. STAPLE MERE W To BTAIM AND 4. D AHD COMoPi fT �fH; EZOAVATED 90H TC 1tI M THE wn M*w kw �iRa•• 0RR wJo. • H•ar I: •el .......... ere ,+• 'fl DETAIL i DETAL 3 DETAIL 3 _ t7 _. , .. A A t r t i f r AWilt ' I , IH INr - a L { I DEPTH Y. SECTIDK A -A tan„c `r :'•nM•r�'C•.. r , Naw.c F,FCTKN A A 9 Derm SLCTKJN A -A . .9 raveorw. ywn for x na.wi ..tar,wron.. -""' - H: O:ar,n.• '.r-=M,I ii fw P.P. o'Uh ,oW boa 1riyA+ NOTES Fa• n.rn,DM tahahUM1f .A.r,•nUa• L` a 'e eo.•rn w• P+W.Chan oyta,a ,M .oar, rl „ernfwl pn a 9•cor+e Rc's0i1-t000''e Non,, c,.:a,r,rtan ahIn. It- +'. a + .rw,Ni s�'ynbo•. a f1a M Ny.,. ne nrabon rb to o. N o%c•+aw,es a,V ` + L atr - ( r t _ 1 fi•nwyHn ebr,e b Vw4k M :1a1sr n 1 nm,r:.n ,y hat lobo, - Ptr: �•'�. �r Ca , vdonc• f(aC NNTY DEPTH Dry Rip Rep faultc _Ctoes ( Y SECTION B-8 e Use lama Sacra, , op, m plani err na+ny "air s ape wt.. v Am, ant i• ash d 04",, 4,10 Jr natwd q,xn.na SPECiFICATION REFEJi1'NCk STONE FOR EROSION CONTROL* `C 24.5 03 VIRGINNIA DPE+PARTMENT 41q TRANSPORTATION _I l�4 ew LIGHT FIXTURE SET 3 FT, BEHIND FACE OF CURS 1 All"' 1-7 f- C- c- /F-' /- f7 r-- (- C- r- A (-' l- A A /- A / T `BJ, 21-B i EX 12 " WA 7J ,R MAIN 0_____--EX, SA N. SEWER AGGREGATE LAYERS TO EXTEND 7' BEYOND BACK OF CURB. TYPICAL ROAD SECTION - STADIUM ACCESS RD.. N T;. 20 FT. T✓ BITUMINOUS PRIME & DOUBLE SEAL B" 21-B AGGREGATE LAYERS TO EATEND I' BEYOND EDGE OF PA VEMEN T TEMPOWY ROADWAY FROM FXISPING PARK ACCESS NJ S. Prune 4,wminont kakis DO NOT low. te+T" --- bade er pronto i"rye: Pr(ae rwD.g a crass braictNy �_ Prune rrorw,w crotch wlglas DO NOT *Mt a w % _ and water spaAs tnRa aIBB9 wassay ��'-'f' PNM brown brwhes Reniow al toys ad libeb CrA ,•roy gq UaiRg mW� � 2'-3• m,1Ph kqt awry' frarn tn,M Remove top of wo ba" \. Sad Rat1 to -Ran water Widen anal awry hob was aiiah wwb, wkt b , '^k sad, finch batAtdfre7 tore ePI d - der IkrOtr conga wr am at crc«iy LAGHan for voter drarior ,yob p wegFw-yram, a NM a M4 o - b d9'�D• gal diph as it f powbb 9"T•e a� •14 N Itole 2-3 Iy" both wpdhr��n �roi0 �4 ■ ara�a♦ rw+.W STONE/ /ENTRANCE FILTER CLaTH-;' 6- MIN, NOWTAWE lit" SIDE ELEVATION 70' MIN f' �f .o-T:z :. f�f. r r , �r•..P •�hf •,:\1 r \t \Cell•• \i, IV .?. of if iA 1:P •f !i 10, MI COURSE AGGKGATE TO IMEN7 . e. I �E11'i 11.1 .+:�;.'�";•�";•�:�;r [ill �;: �y;• '�. �'�'I SECTION A -A • r Y��4 a � "r 3:` �'�" ',I �l777��i• '• rt _11,•r��_• •� • YJi•I 12 J/ Met'bweMM tl Nor M -- �. a,weN it iM N al Aca•srbif Nnui � •.t•M ____- _ oa wd •rainy a pr iPafad �f WQtN OF CN?BRIBE l>mh o, ® Lit- ,f A.�---L 'R/ 4 ,*W. •wl.� Rialn OI (Mranra tFSTIR: rRl PRcpcsEb ENPA,13Icw AwN?----� (`"•' �' �� 1;4' e w y A, a+ f ,-2• f w °W1 NtA: tRFV!'RSMIIa. 1T j j 9 I SPor. JONI E f j �• Ly ACCESSIBLE ROUTE ® DETAk 0 _ .1 I.n E � (xfRArrLi WJitR N/'AVra SPA:( I 2._G• - 3 _ PLOW LWX WON Ot CENTER [xPAN'.10. Jowl a•u.ti. n.iwka 16' An,a.law«naA rr SECTION F-F SECTION 0-0 Aa:ae rota real. w 00An.0 o. o eMtinuoaf Id" ofPa•n•.nl yn,rbalraat.d,.,ob,a, Arm and .(p-Nifnnt r-1'•O" _ _...�..'� pots eann.ec',y *16 C49*610 thnIotnta of " foci;, Inol on ba T%ebocn. 4"I-S d '� ua HALF PLAN C .d cy P••..... a0an I -'-kit • ° - 'e`er"-`'-- f9 t eL >ovtaa ,F Min t acuf e a 9 k �«c•We a a rewr'.a. SEG710N E•E mk m wM^ �.aa .. ro. fwleean aNin 'i a CG-7 w GG�J M. art a+ nn tide aF to O Lhaa� Psa a.. Sldn•wd ie to b. odprel rrwlrn r*e I an>unlOQk r„rb ttnl+pr 'M / R A 9AENN.N 9'KE........J «JP,HN GUITCR-•>,`�.._V �..-.-5$'jC��-T1aY-wa"-A�rW�'-_i.'�--•"_�•'�^..�r' - ►. J b• � b. �-""-�- A Point al yredr +• ��Cr.w U at_y I toot 1 ra awt r,d qo,.#- v .moor, are wrd •d.., - eua wnn,r: entry --'� •• t27 mox incr ewt n in*# I, TvnPNJM ri +,Irrvots 1 SE'.CII(7ei (:-C .. 3X mo .wrm dec M, +n wow 'm f•et'a'rlard I e/ W410 n deazane fa au Ctliseq mn,w•„ q ;9tryae It 5a`� Fri STANDARD ENTRANCE GUTTER ,�GeRA DEPMtMENT a IRANSPC:R BETWEEN CURB & SIDEWALK soz FOR USE WITH UNPAVED SPACE general hackfifl 8"__ v.D h 24" carefully compacted concrete select bockfill 6. O.D. It or' ti. 1/2 O,D. a • •• 6„ stone aggregate CONCRETE ARCH WfUlt Y COMI°ACTEO ELECT 84CKFYLL 4%CREGATE STANDARD •��'* NOT TO SCALE TRENCHING AND BEDDING DETAIL GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER • I �- RUNOFF WATER -^.� WIRE MESH ---^,_._- FILTERED WATER Qs � o SEDIMENT I A CONCRETE WTER 1' `\\\ y CURB INIFT SPI CIFIC A(rPUCAT10N 1T1/IHfjTES OD OF jD4ZT PjIOTEC71 N IS APPU7CABLS AT C11 STRUCTURE t3 NOTI KCLY TRB INI.fTS Z POINCOPIVENI)rNCE 0$ DAMAGE TO A TO CAUSE ACENT STRUCTURES ODD UNPROTECTED AREAS • GRAVEL SHALL BE VDOT d3, M3$7 OR 3 COARS4 AGGREFATE. SOU1tCE: PA, DBAC J ]C LaJ 4J m Q PROPOSED GRADE / EXISTING GROUND 7 FT. f f f � THREE 4' PVC CONDUITS / FOR LIGHTS AND DATA ' - 6" THICK W;(WWF /� (PROVIDE 36- COVER) 000� 5ECTION 7 FT. PROPOSED GRADE -� 1/4*- -)- F1 - f \ f THREE 4" PVC CONDUITS FOR n GTHICK W/WWF LIGHTS AND MA f ' / (PROVIDE 36- COVER) f J 00 f EXISTING GROUND f SECTION B f / ROCK CHECKDAM 2 ACRES OR LESS OF DIWNAGE AREA: . ro • , ram CLOTH r3 (Opn• •�Sa ..o• (DOWNSnWAN.t r. COAM rww 3, 9-10 ACRES OF DRAINAGE rum ChOw rf , I t . 01 CGA= r r •+ •,. now _ _ 1: ,iee��i��relllle •• PLATE 3.07-6 SOURCE: VA. 04WC SILT FENCE CULVERT INLET PROTECTION ENDWALL Ci IS ^--T ipE QF FILL I cmvT OFFILL - SILT FENCE • DISTANCE IS 6' MINIMUM IF FLOW 15 TOWPAD EM"NKMENI FLOW OPTIONAL STONE COMBINA TION h' FL OW •VDOT ;13• J357. J4, #56 OR #57 CORPSE AGGREGATE CLASS I RIPRAP TO ROWE 51LT FENCE IN ' HORSESHOE " YRIFN HIGH VELOCITY OF FLOW IS EXPECTM PLATE. 3.20-1 SOURCE; ADAMEP (ran VDOT Stmdgrd Sheets wul Va. DSWO PLATE. 3.08-1 m ,Z Z cc rt Tr 92 81 W EJD C C F� J T At fall OD C"I a -C 3 y cli t it U_ U G`NIA 3 Z o ZLi (X G O W d O_ w QLO I-�Z Ld r � _VO �WC.D LN_"' wow i a � wow f 0 kvchN00_ ti q O V q O q< O U O� z W J O k Q k, SCALE: DRAWN BY: ✓. �. S. PROJECT NO. DATE 11-20-00 SHFEET 3 OF 3 I 1'-1H" 8" tyP- 1'-1--" 67'-10+" 3'-0" 12'-44" --- 12'-44" 12'_4+'° 12'-44„ -- 12'- " 10 Spa.. ® 6'-3" c—c T OTT I I I ICI II ° I,I I I IIII II I I I I I I I I I I I II I I I I I I I I I I I Il II 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 111 II II i I I I I I I I I I I I III II Type A I I I I I I I I I I I IIII It I I I I I I I I I I I II II I I I I I I I 1 1 1 1 11 I I I I I i l 1 1 1 1 I►I II I I I I I I I I I I I III I II I I I I I I I I #5SW Sidewalk Steel I I I I Type D I I I I I !I I II II IIf II II II II I II II II II II II II II Il II I I I I #5SWB Sidewalk Steel I I► I I I I Type II II II II II II II II It II II II III III ° II III III e C �� T III I,1 ►� ►� °Yp fI +l II I IfII II III III III III III III III a II ° II II II II II Type C II 11 II II II II It II II 11 II II ---------- � O II II II I) II II i� II II II II II Ilf ° II II II Type C II II II ° ! I III III III III I I III III I,I I,I III 111 us E 0 II II fl II 11 It m ° �� ►� Type C .I �� ►; ° II II II II II II III III III 111 III III a II II ° II II II 'I II TY p e C �� Il �� II �► ° III II �►� II III II III II III II . !11 II II II II II II II II II II II Type C I,� II II II a,� II II II {,► II II ° II 11 II II II II l,l ►,I III II II II Type ,I, III e L7 I I 11 t l Mom,. ° III II II II II It II �' `�� ``ye° i r l i l l l l l l l IIII I! II ( I I I I I I I I I I I II I I I I I I I I I I IIII IIIIIIIIII I I I I I I I I I I I I I I I I I U I I I I I I I I I I I I I I I I I I I I I I I I Is- (E Cross Ties (typ.) 2" , -- 10 Spa.. 0 6'-3" c—c -�-1'— ►A7 Abutment #1 Abutment #2 Abutment #1 10 Beams 0 3'-0" = 30'-0" f Abutment #2 N .D. Sleeve ityp. 8" NOTES: BILL OF MATERIALS MARK QUANTITY PER. PC. DESCRIPTION TOTAL QUANTITY All Beams AB 61 #3 StirrUIDS 610 EB 6 4 Stirrups 60 ET 6 #4 Bars 60 LR-1 8 #4 Bars 80 LR-2 4 #4 Bars 40 BS 12 5 Stirru s 120 SIB 128 5 Stirrup s 1280 6 3 I.D. x 36 Lon Sleeve 12" 60 2 I.D. x 39 Long Sleeve 20 Type A HR 24 #3 Stirrups 24 VT 12 #3 Stirrups 12 SW 68 #5 Stirrups 68 22 Guardrail Inserts Galv. 22 48 3 4 x 1 1 2" Galv. Bolts 48 4 26" x 22" x 11-6 1 2" Lon Void 4 1 26" x 22" x 11'-6 1 4' Long Void 1 10 Void Drains 10 Type CS 102 #4 Bars 102 HR 24 3 Stirru s 24 VT 12 #3 Stirrups 12 4 26" x 22" x 11'-6 1 2' L;nq Void 4 1 26" x 22" x 11'-6 1 4" Long Void 1 10 Void Drains 10 22 Guardrail Inserts Galv. 22 48 3 4" x 1 1 2" Galv. Bolts 48 Type 4 26" x 22" x 11'-6 1 2' Long Void 32 1 26" x 22" x 11 —6 1 4' Lona Void 8 10 Void Drains 80 Type 4 26" x 22" x 11'-6 1 2" Long Void 4 1 26" x 22" x 11'-6 1 4" Long Void 1 10 Void Drains 10 SWB 68 5 -Stirrups 68 Misc. 1 "Dia x 33'-0" Long Galy PT Bar W N& W 6 1" x 9" ;x 9" Galv. Bearing Bads 1 Bearing Pads 20 8 x 24' Galv. Anchor 20 16.4 cs 1" x 6" :x 44' Long Sponge Rubber 30 S.F. cs 1 ' x 31 3 4" x 44" Long Sponge Rubber 158.8 S.F. 1 2' Jute 611 L.F. Guardrail Posts Galv. 5'-10" 12 Guardrail Posts Galv. (4'-0") 12 Guardrail Galv. 131.25 L.F. Handrail Galv. 131.25 L.F. Handrail Clams 48 1.Concrete strength at time of stress transfer (f'ci) shall not be less than 4000 psi 2.Concrete strength at 28 days (fc') shall not be less than 5000 psi. 3.Prestressing strand shall be seven wire uncoated low relaxation 270K in accordance with ASTM A-416 4.All strands shall have an initial tension of 3200 lbs. each and a final tension equal to 30,980 lbs. per strand 5.AI reinforcing steel shall conform to ASTM A-615 Grade 60 and shall be epoxy coated unless otherwise noted 6.All bolts shall conform to ASTM A-307 or A-325 and shall be galvanized in accordance with ASTM A-153. 7.All plates and miscellaneous steel inserts shall conform to ASTM A-36 and shall be Galvanized in accordance with ASTM A-123 8.For details not shown see Contract Drawings. 9.AI1 beams shall be treated with a Silane based sealer in accordance with sheet SE-12 of project plans. 10.Guardrail inserts, and all accessories in accordance with contract drawings. 11.Void drains shall be placed at each end of each void. 12.After completion of Silane treatment by the beam manufacturer and a maximum of five working days before shipment of beams. The beam manufacturer shall be responsible for sandblasting to clean white concrete the interior sides of beams for their entire length. Clean white concrete shall mean removal of all dirt, grease and loose pieces of concrete and to leave a roughened surface. Blasting medium shall be as approved by the Division of Highways. n a Q IS 67' —10 to 12'— ,1„ 12'-4� — 12'-4t„ _ 12'-4� 12'-4" IIr----------------------•I II r--------------------- ------ ----.. __ ___________________ ---------------- II I { {I { IIII _, IIII 11 -61" I {III 11'-61" IIII � III 1 11 -61" �'l IIII 1 1'-6�" --I III 11'-6�-" IIII � IIII � III IIu----------------------J II u----------------------u II u----------------------u II u------ II------u II Plan 5" typ. 25" o Q) 8 3" I.D. hole for lateral tie (typ.) 41 o a I � r- ------"�-----A------�+-- IM-----------INA ---- ea —1 r----- �------P-4 � � ------pa— �t------------ � �- R-----�— —�-----"M----.._ jM------�— w I I I I I I I I I I I I I I III I I l l I I I I I I I I I I I I I I rs rd kr I I e s tr ILA kA ( I r.e LA a r bA I I r r mr aw kA ( I e,A kA I _____—__—J � L—— — — — — — — — — J � 5 1 - 8 1'-13" Abutment # 1 21 Spa. ® 3'-1 1/2" Elevation Type A Estimated beam weight = 52,920 Ibs #5SW Bars — 67 Spa. @ 12" c—c 3'-0" 1,-1F3" Abutment #2 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 I I I I B I I I I I i l l l i #5SW Sidewalk Steel Last Plan — Type A Only 3'-0" 67'-10+" 12'-41" 12'-41" 12'-4+" -- 12-42>, 12'-41" 3'-0" 8" typ. MW WM III r - - - - - - - - - - - - - - - - - - - - - - i II r-----------------------i II r----------------------n II r - - - - - - - - - - - - - - - - - - - - - - - - - - - - n I I I III IIII IIII IIII Itll III I III 11'-64" -�=1 Ilf 11'-6" -�; III 11'-6-" ---=� III 11'-6" II! 11'-64" III m o 1 I I I I III I I I I _- J I I L_ --_--- ----.1 I I I------_ —------------._- Plan 5" typ. 8" typ. o 0 CL 3" I.D. hole for lateral tie (typ.) a° o a. IA-M-----M----_.."--_---,"--. 14__-_�.A----_. ------..4M-- A------R9--.'_--•-�•--__-F�L- �7-__-_-.J�------1�4_�.___#71...-FL•_.__..-.._ImF-_-_.�. 11II � II II IF II II -II II II II -II II II II -I IF II It !I I p- Il II II III I 1 mu as I C I e u a u rs ss I�( kA ss 11 L----------------------.J L - - - - - -J L - - - - - - - J L 8" tYP• 31 1'-1.„ 8 Abutment #2 21 Spa. 0 3'-1 1 /2" Elevation Type B Estimated beam weight = 52,920 Ibs #4CS Bars — 101 Spa. @ 8" c—c Curb Steel Layout Plan — Type B Only 8 Abutment #1 a 0 58„ 67'-10+" 3'-0" ,> _ 12'-4� 12'-4- „ _ 12'-44„ 12,—q„ M.— ----------------------------- -------------- ------ II r-------- -----� II r----------- -� II r-- -- --� II r—------- i II r---_.._-----------------� II III ® III IIIIII I 1IIII IIII IIII III ' " ' " ' ' " I11-621-6 II 11-6 ` III IIII IIII IIII IIII III M III u----------------------J II L---------____—_-------J II L — — — — — — — — — — — — — — — — — — — — — — J II L — — — — — — — — — —J II L — — — — — — — — — — — — — — — — — — — — — — J II Plan 5" tYP- 2�,> '"— 8 3" I.D. hole for lateral tie (typ.) 8 typ. -------__ ______________ _—__—__-----------------__—___—_—_—___—____...._._____ It ®I ICI I * I I + I I + I I� It It I I I I I I I I I I It r7 ItL — — — — — — — — — — — — — — — — — — — — — — J L---______________-----J L---__ ---__J L_ __--___----J It Elevation 8 typ. Estimated beam weight = 52,920 Ibs Type � Abutment # 1 67'-104 " 12'-4 12 —4 ----- 12'-4+" 12'-44" 12,-44" Abutment #2 -----__—__—___ ___—.__________________------__ II r---------------� II r----__—_. -- � 11 r-- --� II r--------___... __.- i II r...._._..__—_._......_.._.__—_._.__.__—.—� II III IIII IIII IIII IIII III ® III 11'-6" III 11'-6 `' III 11'-6" III'r� 11'-6 III 11'-6" III IIIIIII IIII IIII IIII III IIL — — — — — — — — — — — — — — — — — — — — — — - J If L----------------------J II L_.---------------------J II L — — — — — _. __— -- j II •-- II Plan 5" typ. " 2� . — r- Ck 3" I.D. hole for lateral tie (typ.) -------__ —__--- _________ II I it I I I I I I I I !I �I IIII ICI ICI ICI I� nI! L----__ ---J L--------_ _--__—J L — — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — — — — — — — — — J L___.__--___—___—___----J Abutment #1 Elevation Type D Estimated beam weight = 52,920 Ibs #SSWB Bars — 67 Spa. ® 12" c—c �5SWB Sidewalk Steel Layout Plan — Tvpe D Only 3'-0" Abutment #2 5 g" 6 3 J 3'-O" a_ 36" — � J o i 5" 26'" 5" v 4-#4 bars FULL LENGTH t- \ 3/4" 4" 4" .- 3-#4x13'-6" EACH END N 3/$„ BS BARS AB BARS (bot.) --#- NOTES: 0 ° 1.A TOTAL OF 17-1/2" dia. UNCOATED 1K A LOW RELAXATION.270K STRANDS. T BS BARS 2.EACH STRAND SHALL HAVE AN INITIAL SB BARS (top) 6" c—c SPA. 6" 9" TENSION OF 3,200 lbs.. (toip) " 3.EACH STRAND SHALL HAVE A FINAL JACKING 3 recess typical TENSION EQUAL TO 30,980 lbs.. A fi 4. © DEBOND 3'-0" EACH END. rM N h 1 1 /2" o �I II A � co 0. CL. °° W II II �' II r} —1 N fi 00 II II �� " 1 1 /4» 2" CL TYP. 0 0 0 0 0 0 0 v0 0 0 0 0 0 0 0 `p STRANDS N END VIEW 1 /2" dia.strand SIDE VIEW full depth of beam N 14 Spa. @ 2" = 28" EB BARS c—c MAX. — 4 4 p 6„ s 2a-6" LIFT DETAIL � � STRAND 6 1 /2 3 spa. @ 3 =9 AB BARS STRAND PATTERN TYPICAL REINFORCING DETAIL 2 spa. ® 6"=12" END VIEW #3 HR BAR 2" CL. #3 HR BAR ^ �' #4CS Bar ti, ¢ 2" CL. #5SW Bair 1" CL. 24'-0" 24'-0" 00 N - - 00 \ 5F= „ CL. #3 VT BAR oo � #4LR-1 BAR #4LR-2 BAR TV/ =_11 AWN s N #4ET BARS 3" I.D. SLEEVE Exterior #3 VT BAR —7 POCKET DETAIL 2.—$ 38„ 6$ 6 6 6- 68 5" 6l, 5 2 -$ KX0o Sidewalk Steel Detail Curb Steel Detail7\\ = fi T �e l MI #3AB BAR Type A Only yF B Only N 11 /" N #5SW BAR #5SW6 BAR 7,> 3„ 3„ 7» 12" 24» EXTERIOR E SID6" 1° 30' draft (optional) 12" q 1/16"Steel Shim N -- — ---- 3 HR 0)\ — — Centered SILANE COVERAGE DETAIL SILANE COVERAGE DETAIL # iv N #5BS BAR 'n �' 1/8» 1 EXTERIOR BEAMS ONLY INTERIOR BEAMS ONLY #5SB BAR ---------- 1/8°'min. C I CL. L. N 60 Durorneter 2"dia. hole _ �- ;'sr•. 2, —8" SECTION A A /'e 3 2 —$' BEARING PAD DETAIL 1'-10" 2" #SSWB Bar DRIP NOTCH DETAIL 1 11„ 8 (exterior beams only) 4 2" dial. SLEEVE 3'-0" 2-1 /4" IIIII M I I r-- 1 i 8" #4EB BAR " II 00 III I 12 3/4" dia.. sleeve nut N II I I I I A fi IIIII "" i I I r a ® 1 /4" plate II 00 III �— 3/4" Chamfer typical I I I 3/4"dia. X3" bolt II L___ II 18" 18" - 6„ 04 THREAD BOLTS 1" INTO PLAN KEYWAY OMITTED ON OUTSIDE TO PLATEAANDWBOLD T I TOERNSERT EASTERN VAULT C®. INC OF EXTERIOR BEAMS 5„ Sidewalk Steel Detail P.O. BOX 1134, PRINCETON, WV 24740 END DETAIL Type D Only #4CS BAR DRAWN: BKB Shenandoah University Bridge # SCALE: NONE Winchester, Virginia APPROVED: GUARDRAJL INSERT DETAIL DATE: 4-1 — 1 Perry Engineering 93'-10" 17'-7" 17'-7" 17--6" 17'-7" 17'-7" 1 —9 14,-62>, 13 Spa. @ 6'-3" c—c 4'-62" I I I I II o I,I l l l l l l l l l l l l l l l l l l III II III I I I I I I I I I �I I I I I I I I11 If I,I I I I I I I I I I I I I I I I I IIII II Type A I I I I I I I I I I I I I I I I IIII II I I I I I I l i l l l! I I I I I II I I I I I I1 I I I I I I I I I I I I I I I IIII I I I I I I I I I I I I I I I I pl I I I I I I I I I I I I I I I I IIII I I I I I I I I I I I I I I I I IIII I I I I I I I I I I I I I I I I 11 I I I 11 #5SW Sidemalk Steel 11 II II II II II II II II It II I IT I e! d I I I I I I I �'�I II 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 II II I I° 0 11 II II II II #5SWB Sidewalk Steel II II II II III III ° II III II III II III Ty p e C II III II II o II II II 11 II II II II II II II II III t,l I,I o III 1,1 I,I Type C o +I III II II II 11 II 0 I III III III III Ill III 0 o Type C o If II II II II II II II II II II II II o II II II II II II M ° Type C �� ► t,l I,f III III I,I III E v II II II II II II m II 11 II Ty p e C �� o II II II ;, 0 0 II II II II II III III III III III II III II II II II II II II II II II Ty p e C II II II II II {I II ° o It _ III III III � �.. III III III I II II o ►,, I,I III Type C III II ►,1 II III o II II II II II II II II II II II II II II II II II II If Ty p e B II I11 It II III II II 111 o Ilf Illllllllllllllllllllllllllllllllllllllllllllll,Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllilllllllllllllllll Ill I Il III I I I II j I Brrush Curb Steel L (L Cross Ties (typ.) L-2" 4'-62" 13 Spa. @ 6'-3" c—c 4' Abutment #1 10 Beams © 3'-0" = 30'-0" ±: Abutment #2 .D. Sleeve typ. BILL OF MATERIALS MARK QUANTITY PER. PC. DESCRIPTION TOTAL QUANTITY All Beams AB 84 43 Stirru s 840 EB 8 4 Stirru s 80 ET 6 #4 Bars 60 LR-1 8 #4 Bars 80 LR-2 8 4 Bars 80 BS 12 5 Stirru s 120 SB 180 #5 Stirrups 1800 6 3 I.D. x 36 Lon Sleeve 60 2 2' I.D. x 39 Lona Sleeve 20 Type A HR 24 3 Stirrups 24 VT 12 3 Stirrups 12 SW 95 4 5 Stirru s 95 31 Guardrail Inserts Galv. 31 64 3 4" x 1 1 2" Galv. Bolts 64 4 31 " x 26' x 16'-9' Long Void 4 1 31 ' x 26' x 16'-8" Lona Void 1 10 Void Drains 10 "Fype CS 141 4 Bars 141 HR 24 #3 Stirrups 24 VT 12 #3 Stirrups 12 4 31 " x 26" x 16'-9" Long Void 4 1 31' x 26" x 16'-8" Long Void 1 10 Void Drains 10 31 Guardrail Inserts Galv. 31 64 3 4" x 1 1 2" Galv. Bolts 64 Type 4 31' x 26 x 16'-9 Long Void 32 1 31' x 26" x 16'-8' Long Void 8 10 Void Drains 80 Type 4 31 " x 26" x 16'-9" Long Void 4 1 31 x 26" x 16'-8' Long Void .1 10 Void Drains 10 SWB 95 #5 Stirrups 95 Misc. 1 "Dia x 33'-0' —Lona Galv PT Bar W N& W 6 1" x 9" x 9" Galv. Bearing Bads 1 Bearing Pads 20 8 x 24' Galv. Anchor 20 32.7 cs 1 " x 6" x 44' Lona S on e Rubber 60 S.F. 20 cs 1 x 40 3 4 x 36' Long Sponge Rubber 203.8 S.F. Jute 845 L.F. Guardrail Posts Galv. 5'-10' 16 Guardrail Posts Galv. 4 —0 16 Guardrail Galv. 180.2 L.F. Handrail Galv. 1 180.2 L.f. _ Handrail Clamps 1 64 NOTES: 1.Concrete strength at time cnf stress transfer (f'ci) shall not be less than 5000 psi 2.Concrete strength at 28 da)ys (fc') shall not be less than 6000 psi. 0 3.Prestressing strand shall be: seven wire uncoated oversize low relaxation 270K in accordance q, with ASTM A-416 o 4.All strands shall have an imitial tension of 3500 lbs. each and a final tension equal to 33,820 lbs. per strand ¢ E 5.AI1 reinforcing steel shall coonform to ASTM A-615 Grade 60 and shall be epoxy coated unless othearwise noted 6.All bolts shall conform to ASTM A-307 or A-325 and shall be galvanized in accordance with ASTM A-153. 7.AII plates and miscellaneous steel inserts shall conform to ASTM A-36 and shall be Galvanized in accordarnce with ASTM A-123 8.For details not shown see Contract Drawings. 9.AI1 beams shall be treated with a Silane based sealer in accordance with sheet SW-12 of project plans. 10.Guardroil inserts, and all caccessories in accordance with Contract Drawings. 11.Void drains shall be placeid at each end of each void. 12.After completion of silane treatment by the beam manufacturer and a maximum of five working days before shiprment of beams. The beam manufacturer shall be responsible for sandblasting to clean whiite concrete the interior sides of beams for their entire length. Clean white concrete shall meam removal of all dirt, grease and loose pieces of concrete and to leave a roughened surfacse. Blasting medium shall be as approved by the Division of Highways. A r 93'-10" --- 17'-7" 17'-7" 17'-6" 17'_7" 17'_7„ IIr--------------------------------- II r-=-------___-_--________----____- _______.. - --____ ___________ III " IIII fill a n fill r fill ar III p c III 16 —9 III 16 —9r, Ila III 16 —8 Ill fill I 16 —9 ilt 16 —9 III c 1 III I Hill _____-____________ _____-- __--_--------------------....___.,.__......,,.___-____...._.______-_______________-_..._..___-__________----------_..._____ � II ►--____-- I III --------------------------� II L-- -1 II L J {{ L J t1 1_ J II typ. Plan " t. 5 typ. 11 oa v � 3" I.D. hole for lateral tie (typ.) if o a IIIA rr kr k�l rr k,o kr k�i rr rm - kr ksi kr oe , a' .___ .�.a —— w_____x�_____ Fa_ � ,—_-e�_____Wr _____�----- °' II II III II II II II II I I II III II ll 11 I I II 11 11 II 11 I I II' II II II II I I II II II II II III II 11 � r. s�r------n----_.�a.__.__..._.a__.-__.�-_----ems---i r-°�----_._ .....____,�---_--�------.a�-___-.- r___*a._._.......__.�__._._...___........�a._.___....r�_-- k, kw kA ka ks hd m.a kr trr ka1 kd N II I I I I I I I E t I II �- il I I 1 I I I I 1 l I II IIL---------------------------------J L_...__.--.---_—_ __._.__—J L__.___..,_--_—_------J L_ II 28 Spa. @ 3'-1 1/2" c—c Elevation T. �� p e A Estimated beam weight = 81,900 Ibs Abutment #1 -- Abutment #2 9» #5SW Bars — 92 Spa. @ 12" c—c 91 2" 2 I I I I I I I I I I l I I I I l i I I I I I I I I I I I I I I I I I I I I I I I l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SSW Sidewalk Steel LayoLat , Plan — Type A Only —' a f , 93'-10" 17'-7" 17'-7" 17'-6" 17'-7" 17'-7" IIr_______________________-___-__-_, II r-----.-.------------..'.. - - - - - -- -- -� II III IIII IIII fill IIt1 III C III 16'-9" 111 16'-9" III 16 8" III 16'-9" III 1-m 16'-9" III c O I IIII IIII -- IIII IIII IIII III II L------__ ___ J II L---------------------_-- J II L-----------____._.______--____-___J [I L___________ . .._---------__ ______J II L---------_--_---_-_______________- II typ Plan -°-I I a 5" typ. Q 1 CE 3" I.D. hole for lateral tie (typ.) o a � ny ----- r -�------+ca._._.....,-XM-----4M------W;- � r-aa------� _ . __uA____-ace_ _ __ sa ---q - - - - - A- _ _ ___ -__--�s-__-_-ss pa___, s�___ .a. ---_-era.. .. gar _ . .__ a�- � �-_-rs_-----� + _--- _wa __--_ °�------�----- tee ra 11 °' tf II III II II II II II I I II I11 II II II I I II II II II II I I II II II II II I I II II II II Il Ifl II II N ksl lul kad kr kr kr kd k! kJ WI a kal iod k+ kr iul kr r,i W kat kJi kri t c_ II I I I I I I I I II d'� II I ICI ICI ICI Ili I II 04 _.....-----____-- - - - - - - - - - - - - - - - - j 1'-9" 28 Spa. @ 3'-1 1/2" c—c 1a_9,a r r, a " 1 —5 ElevationType 1 —5 B Estimated beam weight = 81,900 lbs 3" Abutment #2 #4CS Bars — 140 Spa. @ 8" c—c Curb Steel Layout Plan — Type B Only Abutment #1 3" I 93'-10" 17'-7" 17'-7" 17'-6" 17'-7" 17'-7" 3'-0" IIr--------------------------------iIIr-----------------------------------------------------_ ---- — ---------------------- ---7 i�i -------- II I 1 it l IIII fill fill 111 G III r� 16'-9" III ' " _. _.---_,-� , "-____._ �I , 1, , H o 16 —9 ul 16 —8 ul 16 —9 --i n► 16 —9 III o I III IIII IIII IIII III L--------------------------------J III L — — — — — — — — — ---J III — — — — — — — — — — — — — — — -III L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J II L_------------------------------- I 8" typ. Plan 5" typ. (� 3" I.D. hole for lateral tie (typ.) _--------Ir----------------------------------i II II I I I I I 1 II �I Ili ICI I®I I�f I� If N II I I i i I I I I I I II �t II I t I I I I I IIL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_---_---__—_________--_--_ 3'—Ott Elevation Type C Estimated beam weight = 81,900 Ibs 93'-10" 17'-7" 17'-7" 17'-6" 17'-7" WIN 17'-7" 3'-0" -------------------------. -------�------_ II 11 II r-- — --- II r ------------------� it r---------------------------- ----� fl r---------------------------------� II r--------------------------------, li III IIII IIII IIII f1I11 p o III 16'-9" ►II 16'-9" --=I III 16 —8H 111 16 —9 ill r� 16 —9 III o I 111 IIII IIII IIII IIII � IIL--------------------------------J II L — — — — — — — — — — — — — — — — — — — — — — — — — — — --J II L — — — — — — — —--------------J II L — — — — — — — — — — — — — — — — — — — — — — il— — — — — — — — — — — — — — — II 8" typ. Plan 5" typ. CE 3" I.D. hole for lateral tie (typ.) IIr---------------------------------i r------------..---....--..._-------------— — — — — — — — — --— — — — — — — — — — it I I I I I I I I I i II II �I ICI ICI ICI ICI I� II N II I I I I I I I I 1 I II d- II I I I I I I I I i I II 11 L----------------------------------j L-------------------------J L — — — — — — — — — — — — — — — J L—— — — — — — — — — — — — — — — — — — — — — — — — II u Abutment #1 2" Elevation Type D Estimated beam weight = 81,900 Ibs #5SWB Bars — 92 Spa. ® 12" c—c idewalk Steel Layout Plan — Type D Only Abutment #2 H ..— 36" 36" 4—#4 bars FULL LENGTH x AB BARS (bot.) 5 26" rr N 5" 3—#4x19'-0" EACH END 3/4" 3/8" �_ NOTES: N BS BARS BS BARS LO `I'4" 1.A TOTAL OF 25-1/2" dia. OVERSIZE UNCOATED (top) SB BARS (top) ® 6"c—c MAX. LOW RELAXATION 270K STRANDS. 2.EACH STRAND SHALL HAVE AN INITIAL T10 TENSION OF 3,500 lbs.. rt 3.EACH STRAND SHALL HAVE A FINAL JACKING �" • TENSION EQUAL TO 33,820 lbs., x 4. ® DEBOND 5'-0" EACH END. `D cn 2 ® DEBOND 3'—Q" EACH END. 1 1/2" Q 0 CL. °° 9 J a _j 3„ N �_ N 00 d' M r 2" 9 SPA ® 6"=4'-6" 18" c—c MAX. M DRIP NOTCH DETAIL 2" CL TYP. 3 spa. ® 3"=9" (exterior beams only) p e p • O • N STRANDS TYPICAL REINFORCING DETAIL • [E • • • O • • O • • • ©• `� N EB BARS CL 1P. 6" 2 spa. © 6"=12"' 2" 1Y 24"' 6 SPA. 6 SPA. AB BARS 1° 30' draft (optional) N 12" A 1/8"Steel Shim Centered CL STRAND l #3 HR END VIEW 1/8"min --- -------I . CL. 00 #3 HR BAR CL. STRAND PATTERN got r, 2" CL. 60 Durometer 2"dia. hole SECTION A —A #3 HR BAR � T_��c x BEARING PAD DETAIL 2' -s" N 25'-0" 19'-011 25'-0" 2" CL. #5SW Bar�— #3 VT BAR #4LR-2 BAR M #4LR-1 BAR M #4ET BAR #3AB BAR N \ 00 \ #4CS Bar 3" I.D. SLEEVE jj 1" CL. Exterior #3 VT BAR I CL. — 2 —8 J a .•a POCKET DETAIL 6 " 6" 64„ 6" 6Z" 571, 619, 5$r> N #5SW BAR #5SWB BAR #58S BAR co 7" 3' 3„ 7" il) Sidewalk Steel Deta12" 6" 21 -oCVJrr Type A Only EXTERIOR Curb Steel Detail SIDE Type B Only N 00 ro V-10" #5SWB Bar #5SB BAR , u SILANE COVERAGE DETAIL SILANE COVERAGE DETAIL 1 '—;8" ,moo #3 VT 210 EXTERIOR BEAMS ONLY INTERIOR BEAMS ONLY 6„ N LS) 2, —8" #4CS BAR �Jf 4" N Lo #4EB BAR 2-1/4" 2" dia. SLEEVE 6" 9" N looll 2'-6r, -�- -$}- recess typical 3/4" dia. sleeve nut 1, 00 II II II i i i N 01/4" II II III 1 N o plate N j 3/4"dia. X3" bolt II II „ 1 1 /4" 00 III t " rr -�--- 3/4" Chomfer typical IEND VIEW 1 /2" dia.strand SIDE VIEW 18 18 THREAD BOLTS 1" INTO 7/8„ TYP INSERTS,TACK WELD INSERT full depth of beam KEYWAY OMITTED ON OUTSIDE PLAN TO PLATE AND BOLT TO INSERT NEASTERN VAULT CO. INC. ,> P.O. BOX 1134, PRINCETON, WV 2�740 OF EXTERIOR BEAMS 5 Sidewalk Steel Detail LIFT DETAIL DRAWN: BKB Shenandoah University Bridge #1 END DETAIL Type D Only NONE Winchester, Virginia APPROVED: GUARDRAIL INSERT DETAIL DATE: 4-12-01 Per Engineering REVISED: — Perry g g Job 018-51 SHEET 4 of 4 EVC 01 B5-4