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50,_01) <br />41T 0 <br />F-4 Win. Clearance <br />03- all times )w i� Widevimq <br />Temporary Roiling cotiS,TRUCTION <br />Tj pe V,) sP B 11 - 30 <br />0 Troff i a <br />Concrete Bareier-- 251 �— Steel Tube Wini <br />Tipe 25 "N\ 0.21 A.C. Mr 61mer'i (Type <br />Jiro Rod*1f;ca) <br />C <br />171 <br />�21 <br />L -T-T-------rT- - -)- r T 'Drill %Bond 2D 4 roar <br />- <br />Concrete &rrier Type 2.5 (See S.P B11-53 and .5heet A- BRIDGE <br />for detail. Face of Barr'ter to CONFORM to face- <br />Cable Anchor (breakawai TY0e-A) of curb i1M. <br />T S.P. Al?- E 3. J. Co. Bench. Mar k TYPICAL 15t.L. I IV I% <br />--- - 0460 <br />G2-5 Meta( Beam Guard RaIli7I;i9 �Wo0j P 5- 18 (A). Reset 1981 6Z.5 Metal Beam Guoxck B4OA1rI9_CW00d Po�t) No Sr -ale. <br />--A7,q C, -1311 53 <br />S.P. A17 - CW A14 - B <br />Existing curb <br />.............. . ....... .. ..... - - ------- - - ----------- — ---------- — --------- — --------- --------------- — ---------- <br />curb <br />fir-R__ <br />2: M i rL. End Brickqe. Min. <br />OZ <br />Begirt Bridqe f 5ta. 15 +3 7.17 (from Original Bridge Plans) <br />Sta.. *301 + 55.00 1 (from 1�tnal Bridge Plans) Existing Traffic Stripe) <br />Sta.. 300 + %. C04 (Frontage R A-)j .,NO. 911 EAST FRONTAGE ROAD ESTIMATE OF QUANTITIES <br />5-vo.. 0 * 00 Ashley tone) <br />QA12.. e0.P_C94A CaR i n en c <br />301 CONSTRUCTION. CENTER hK LINE— 302. <br />Curb lAek5Kt Transk+IoN Construct 3- k7' Reinforced Concrete Flat <br />(8#'A.3 0XV, NVxy. ?,lope) Re ovetSolyve Aluminum Tube P40 t Orookets, <br />Slab Span Bridqe. \Nidev�%i%5 T Item <br />R D eyorarting 51dewakk borriers portkon 01 E(!L5+ Wimqwalks. <br />Be4trt B644e. VY*%4eK%N <br />$to, 501 + 56r. 54 1 CONFOW to ulsti edge a deck. -grade .. .. . ....... <br />. ..... . .......... ­_­ ........................ --------- --- ............. ...... .......... ..LA................ ..... ......... Temporary RoAling (TVpe K) Zroo L. <br />• <br />ttor\. Protective System 3j <br />. . ........................................ ......................... ....... ----- --- --------------- --- ...... Remove Br*%dqe ( Portlions) <br />Eoxihwork (Misc. kre4s) End, bridge Widening <br />0- <br />+1 <br />% % Sta. 502 + 31. 84 t Irb Inch Caaji -lr%- Drilled - Role <br />4., <br />Cq 0 -Concrete Piling P-61 L-F <br />6-3 Sirvicium Concrete (Bridge) 40 C.Y. <br />Bar Re:mforeinq Si -eel I ro 1500 Lb. (f <br />A.C. Ramp <br />8.35% Max slope <br />+L L L L L A. L L L ..4t <br />Class 5 Cor\cre*e (Sidewalk) CX <br />-1 <br />zip Me -Val Beam Guard RoMing W60 1411-.F. <br />G 2 \� WheelcWr Ramp Metal 'Tube Bridge fWillingSteel Tube Ra�%t(S.R. Nb- B) (7sipe %Moalified) 105 L.F. <br />it A7 <br />C 1P_ (Type. 116 Ko&%fied) 15.� Metal Beam Guard 'R6 vsi) le -(Type k5) 85 L.F. <br />0 t4 r,- Goncrete.Barr r <br />• <br />See sheet G BRIDGE 5 R, (G" -A 8" D. F Posts and Blocks <br />centers) Cable Anchor Assembly <br />W+ el PLAN Olt cer\ <br />0 PART S.P. A17 - CW (Brealimwaj Type A) <br />TerWinal Section (Type A.) I Ea. - <br />CO Terminal 5ec+1%ot\ (Type-Z) <br />TerW jria ect)on CTYpe C <br />7, <br />0 =eC -101`1 <br />-A Ila .final <br />)y X, tf IZ-0) <br />so <br />NOTE: Elevat*jon to be adjusted jr -A - co <br />for Wheelchair Ramp. 7 <br />APPARENT <br />0 <br />Poirot Of 00 + <br />Reverse Curve 07 +55 Z to 0 + rn 4 W 4611 C14 <br />0 + NOTES <br />GLENERA& <br />.1 <br />4- <br />Ir Edge a deck <br />d W Ve\i b8-16 <br />d 4_ -�;4sr_ Df DecK, cO cn <br />Edge of deck :� J� 0 1 supplemented by <br />Elev. Etev. F-lev. % 36.65 A0,54TO doted, 11417 with interirno and <br />1+00 <br />Elev. <br />Pc;,,r\.i CON C <br />Troli ran rt <br />-1-1 o- . *,If!p " of <br />f cc cl <br />Po <br />d the, Specltol' Pro4isioms. <br />Ito <br />DIM& <br />LIVE 0� <br />alternative.36,10 <br />%P <br />Specified -Tip ak�APPROX. <br />Ellev. -2-00 Prof i1e, UNIT STRE SSE S <br />0 Ca. D. 1A Fs a Z4,oc)c) R's-1. <br />PI LE <br />ReinforcedReinforcedConcreie, I <br />Few 11300 P.S.I. <br />Ramp 0 <br />8.3,30/0 Max slope 10 7 <br />PILES x <br />W <br />Design, Load, 45 TOMS 0 <br />1 <br />ELEVATION, -Zi <br />W1 <br />Cal. Br. N0,20 6- 0 j! <br />TOP OF CURB ELEVATIONS. — i SHEII TOTAL <br />i <br />tj 14V Y 99 FRONTAGE ROAD No. SHEETS I <br />Z SUBMITTED DATE APPROVAL RECOMMENDED DATE. <br />DRAWN By. DATE PROJECT ENGINEER DATE CHECKED DATE COUNTY OF SAN JOAQUIN SCALE I" =10, <br />AND AS NOTED <br />TonyPitfuerbo 4 J(81 t1lel :14" 716p.�-_ <br />Uj <br />ROAD FILE INDEX No I FILE NAME I DRAWER SHEET N0.1 <br />BRIDGE l lye ( �I - __ - <br />GENERAL PLAN <br />PROJECT, BRIDGE 1781 WIDENINGRID6►E �' ml <br />si-,c,ro / 6 <br />