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HomeMy WebLinkAbout068204 _ rEosRAL raorxcr No. ', "�" yRB4 sf 7 ICALJF.I INDEX OF SHEETS VIIII Slid-L 9 1 A,Fna,B,Ria.C.sw Sheet No I Title,Typical Cross-Section and Location Map Exception:-to Exception to Project stS 336+ta •A" Sta 517.44 •A• " 2 Schematic Construction Diagram j;d', to St 349+65 •A• to Sta 525.80 "A• " u G�.5 10 3-6 Intersection Details r - L C.wC:mv a Base Line Road Q G C ta..K s fH/ pea 1 I Y •� a' a' c' a' .2 a' 1 Q .— J •9•O• 2Y tJY OSw cavQ;l taOi I Cco'. Jo' Fj=_�oi c.8muO ot`w0 PJO`I1iI .1Y.• awe ao vr` rew Y O ..._�'..R:n w' wY -=f.I owTs Ri c _ NY a.ei '• _.w; w.•. ?vN o ~u QrouM s•mY; pJroecI V ysw «w S A F O N T A N A R I A L T G 8 E R N A R 0 1 No 31 W ' hll Blvd 0footFontaeCity Limi -wM Rou Arrow IoV370+70,00 •A• 449+4 .93•Fna• 159+48.24 "8• Exceotion to Project370+70.00'Fpa• 149.13.93_•A. 159.49.24 •Ria• S a-334.00 Ria• o: a371N 550+00 005+61.48•Fna"• 106+68.3Fna° 112 26-97 •Ria• to St36 BEGINNING OF PROJECT •FnsEND-OF 0 . .00 Station 317+44 -A- County A• CountyRteLog Milan 9.855 8S 5+311.48 PROJECT9000005C. Sta 50+93 •S8d• NE�LENGTH OF►ROJEC7■9.88 MILES 6+60 60 y Rte Log Mile■20.E5A Scale: 1°•20001 6+60.60 •R 3+21C 1 .2 ;....-. 13•21.20 •SBd- 0.04' Type 8 Asphalt Concrete ` Fog Seal Coat r fog Sea! Coat ; Fog Seal Coat fFoq Seal Coat I f`:0.041 Open Graded Asphalt Concrete `� I,i% �', .-+0.041 Open Graded Asphalt Concrete i ! 7lm Existing 1, Pavement / / • Stier a M1yelr 2111 Existing Medica W[ Seal Coat �1�' 2112 Existing Medium Seal Coat (C// ' �"+La"±ll,_sale Existing Shoulder Vert ble •••Yar "'YarExisting Shoulder 0.01 to B.G. 0.01 to 8.01 Yari le 241 1 24, -\_ NOTES: ,- Dimensions subject to tolerances specified In BETWEEN ETIWAMDA AVENUE HEST OF FONTANA AND MACY STREET IN SAN BERNARDINO Standard Specifications. 1 *To be placed at locations Shown in "Details at 1 Intersections• and_in "Schematic Construction TYPICAL CROSS SECTION Diagram." Longitudinal joints of the Open Graded i Asphalt Concrete. at each beginning and ending of Scale: 1--4- Open.Graded Asphalt Concrete, shall correspond with the existing striping. $TATE OF CALIFORNIA - DEPARTMENT OF-PUBLIC WORKS, - **Except as shown in 'Details at Intersections," DIVISION OF HIGHWAYs, No Type •B•As•;halt Concrete to be placed where ---._., _ the Oven Graded Asphalt Concrete covers the entire PLANS,FORS CONSTRUCifANtION , existing median. CONTRACT S T T E N t6 N W A Y,, —Varies as shown in 'Details at Intersections.' PLANS IN SAN BERNARDINO COUNTY: Contract No. "BETWEEN ETIWANDA AVENUE,WEST,OF FONTANA Document Na �//.Y1/1?/tVd AND MACY STREET IN SAN BERNARDINO 64- 0 A.Q.a6gN.w Yaw Dwp.ull.w. I Dw•I A,■1■1G3-08✓/0,0582.o OM -1`I HEREBY CERTIFY THAT THIS ISA D ACCURATE COPY OF THE ABOVE DOCUMENT TAKER �- UNDER MY DIRECTION AND CORTRO ON THI DATE IN SACRAM131T0, CALIFORNIA PURSUANT TO ' .: AUTHORIZATION BY THE DIRECTO OF PUB C W -x ,DATESIGNAT ITLE -... _.... .,.,. ,...,..._... , ..->.<_. .:,. ...,:.._, .,�.,-.1'.r.> ....... .......-,.. . �..z..... scALE 1=-•O rinprnr-mArE 0 200oc,gAUFOleN1a-.DE -1�: _a.F=rueae,WORlcs.-�IegOFIW :SCALE_r'a.3p t, - _ .. - ___ ^�'.� SCALE -2G `^YIiAOFILII-.STATE OE'„CaLIfORiIIA_:DEPNITYENTy oi�Pllei .trORNS .YKROEIW - loo _ t - K - 300 .,:,.. 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' ,� 7. , J PEI • <4LEGEND,__ x ,v !N t�Csecret� "W'.q'�!AsMal4 = - �� Foq Sea1..Ceat n r NTRA�T PLANS Note: 777 Contract No- For specific information, see No. *Details at Intersections" k Document No' SCHEMATIC CONSTRUCTION DIAGRAM 6 NO SCALE s - 6 -' U13C11 _ .. :IhEWiiFEr. ,�:;�Omial.E!Fwrw• ,Ow=�c'.AEww/rlw7�iJM s.c::Dmr �'..-,.. ..._ .. - 11I� HEREBY CERTIFY THAT TRIS IS TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN 'lUNDER MY DIRECTION AND CONTROJl_THI DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO F)AUTHORIZATION BY THE DIRECTOf&OF PUB C W , DATE 7 /.1�7_^SIGNATII ITLE�/� .. -.- .._ ._'�;,r„ -,5. _r--..rd` �'?'�._... 'S.x=�"'r-•r}'?>~ .:v. ^+'s'•.•H-."tom';,+rt'2;•r'��,, ��z^nr�-���^w�.,, n:^-�- �p.�..gsz :-•-n,� . -' ,-SCALE.:.-1'=.SO ' �.;YICROFn.Y-srATE�OF�CALIFONNu-DEPARTYCN[OF-PINue lE0llll••:WCROrItY.. - 0: 200 - ,.. SCALE.J"r 3p' t t• -_t_ A_ i •: - -- :100-- _ -.30Oi ._. 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