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HomeMy WebLinkAbout3624-12O � O Co E-4 <C w E-+ W cn Cnw w ,.a Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG REFERENCE PLANS REVISIONS L I DATE I APPROVAL I DATE O CO � � E-+ E-+ W �w W� aw E-4 NOTE: SEE SHEET 12A FOR PAVEMENT RELOCATIONS AND REMOVAL PLANS. • �. RAW V MIM ; O A /BEARING R L T OA 10'3430" 64.850m [212.76'] 11.965m [39.25'] 6.002m [19.68'] © N 78'49'31"E 12.408m [40.71] © N 89'28'47"W 31.903m [104.67'] OD 07'08'03" 96.500m [316.60'] 12.016m [39.42'] 6.016m [19.74'] DIST I COUNTY ROUTE KILOMETER POST TOTAL PROJECT SHEET No TOTAL SHEETS 081 SBd 66 17.49/21.09 21. 18m [68. 6'] 0.01 Om [262 53'] O " O O O F- p 00 lin + 0 0 0 `- 0 In n LO v 0 o f- 00 o +L' LID 00 + POM <� r7 efP/c N 12.0 6m _ _ __. _... _ . o I +0 __. _ __ ,� _ __ d _ in Q _, W 0 '4 ►`� r` to Q < _j N 0.635% o Wo o � POP SE N' Y Q W `� W o.60 % o- 0.60 % - �' °- NOTES "7 I- _ - - STREET CONSTRUCTION Q �- r7 J Q � W 0.8C9% - 9 -- - - - - - _ RO 0 OF ED MEDIAN '� 1 229 •016 ° 0. 85% _ _ - 0. --- 30% _ 0�5 7% .{- �1 -CONSTRUCT CALTRANS STD. A87 CURB &GUTTER 68 % 80 a _ - _ _. - - -"" .470 _ - - - - _ 0 0 0 TYPE A2-200. _ 1_ XIS ING FINISH - - -'" - - o rn c�- 0 o o o r7 ori 2aCONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA - _ - -- - v rn 0 ~ �' o r- � n "' o0 STD. PLAN N0. 1015, SIDEWALKS REVISED COMMERCIAL DRIVEWAY PER CITY OF 0.8C9% _ _ _ -- _ 0 co COao rn COoo .- + �? r7 •- u7 r7 �70-CONSTRUCT _- Q N �_ �_ M �. M [-i FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL 0 -Z 0. 20% _ o a + "� Q M M � N �'' �L'' SHEET 2. (D -STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.) 77- __ ,Nn Q J w w O - - EIS NG FINI H M w �' m� �`' Lr) Lu ►-� 15 CONSTRUCT DRIVEWAY RAMP _ U W a f- °�° Q 18 REMOVE EXISTING PAVEMENT 1 .965 12.408m 11. 65 coo V) U 31 SAW CUT EXISTING PAVEMENT + 0 CN or7 M - w (n 32 CONSTRUCT CURB TYPE Al -200 PER CALTRANS _j STANDARD PLAN NO. A87. a 1 SOP �F -Cly B - - -- --- -- -- --- - - - - --- -- - -- --- --- --- - - --- _ ----- - - - -- - -- - --- - - -- -- ---- -- -- - -- - --- 35 CONSTRUCT 250m m [10"] FULL DEPTH AC OVER --- -- - - -- - - - 95% COMPACTEDE SUBGRADE `7 _ _ - v �- - - --- a0 0 �- O a v E- F+ • _ _ __ TO 0 CURB - - -- 0. 64% _ _ _ _ �' - _ o 0 aov o ~ oo Q~ �~ o 0 o� '_J= U �-- u7 + + L 0.8 9% LO ~ `� r• Q ~ rn N °i 11-1 � 000 0 co -I- It �t O + It + N ou + N h r� r` 0- O O -I- O) + Oa N rh.d ►`� d N^j Q 0 H -I- N L cD r7 + r j r` + � r, Ir- n (� `� " v V) r7 -i W to W N W to .Mi Q fQ- -� IQ- -i FQ- J p ON M pj _j Q v Q ~�W _I W � W N W W OU Q (n W o N 9 M po (n W 31.8'72m 104.37'1 SCALE HORIZ. 1:500m aN �--� VERT. 1:50m W 31+00 32+00 33+ 00 O � O Co E-4 <C w E-+ W cn Cnw w ,.a Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG REFERENCE PLANS REVISIONS L I DATE I APPROVAL I DATE O CO � � E-+ E-+ W �w W� aw E-4 NOTE: SEE SHEET 12A FOR PAVEMENT RELOCATIONS AND REMOVAL PLANS. • �. RAW V MIM ; O A /BEARING R L T OA 10'3430" 64.850m [212.76'] 11.965m [39.25'] 6.002m [19.68'] © N 78'49'31"E 12.408m [40.71] © N 89'28'47"W 31.903m [104.67'] OD 07'08'03" 96.500m [316.60'] 12.016m [39.42'] 6.016m [19.74'] LEGEND DRIVEWAY RAMP -� CONC. SIDEWALK 375.36_.' V 371 • . X374.61 X 374.137 �ONC ;374,70T I0 _ ?' 374,3 X 375.15 y 1� 230-051--50 J2 30-t- 74.30 374.91 X _ --x375,14 ASPM GRAPHIC SCALE ( IN METERS) h., X 10 0 5 10 20 30 40 5000i 374,316. 374,89 X I - 1 :500m �r. _ _.. NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. „ FOR REDUCED PLANS ORIGINAL o 20 40 s0 80 SCALE IS IN MILLIMETERS EA 317900 QROfESS/p� G � Hall&Foreman Inc- SCALE:sveygl<�CITY OF F'ONTANA, CALIFORNIACivil Engineering • Planning Surveying •Public Works W m DRAWN BY IMPROVEMENTS C No.26229 A.N STREET &DRAIN.r 420 Exchange, Suite 100 Irvine, CA 92602 •714/665-4500 * ExP.3/31/06 AS SHOWN � * DESIGNED BY FOOTHILL BOULEVARD - ROUTE 66 _x PREPARED UNDER THE SUPERVISION OF: �, C►Vt\� o���P E.M.R. DATE: OFF' CHECKED BY STA 30+50 TO STA. 33+50 E.M.R. MAY 2005 E CIj _ (p -?z -o5 JOB NO. APPROVED DR. NO. SHT. NO. SCI 101 -IN CURT HOGAN R.Ct . NO, 26229 DATE 99089-1234 CITY ENGINEER RCE #51152 DATE 3624 12 OF 44 <n V�.