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(D in Uj 0 + D 0 r% w IL� - - Li 0 - - __* -4 2 04 w V) 57< + V) EXMTtNG RJ�13. X 01) csi C-4 5 0 (c) :D(O + 00 Z) 00 V) 5-< 0 LO 1- 0 D SEE PLAN 7 00 0c; LA J­ Ld%_e W (D Z X r-_ a_ R.0 4 rl- Uj o- z 0 W#&� , �_ , � r__ V) LLJ 7 -- -------- /0 0 0 0 aw N 0- 0 3 -Ono CROWN 0 0 1 .. 0 w� z; _- cy 0 14- 0 0 0 0 memo -IF ,__#!!!r_ ____ - - - - - - - - - - - - -0 - :�.W A0_6 0 cj 0 LO F -CROWN 0 0 LINE 3 65 7 61 8-- 69 71 74 N89-55 -W 8" G 9- L _0 ca Jr 5 1, 5 5 0 15 (6 -2 3 Nome cd Jon e ')=a i>- 2 zz zzz:::Z! -T- (n Uj 0 X Uj X > _>j CD 0 M 0 11 Ix X < 0 _j 0 _j 0 0 0 > 0 :D 0 EXISTING A.C. BERM EXISTING WATER M z 0 Q M 0) w V) z z LINE ix W TO BE REMOVED BY OTHERS 0 FX < j p; Uj U_ r*-, UJ _J _j Uj P- W _j < w _j W _j < z z X 0 X U_ Z) 0 in 0 w 0 _>j Li (X 1- 0 V) a- U_ Gi 0 1- + 0 X a r Z). X + < 0 < < z z EXISTING 0 < a- I- E < co a_ 0 M w > 0 > a. m M 0 > < < ce- 3:: 0 V) M :2 _j M TELEPHONE LINE > 0 < CE > w V) Lj 1.1 Uj Z_ Lj > (D- CONSTRUCT 8* PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 INSTALL 2* PVC-SCH. 40 (WHITE) IRRIGATION SLEEVE (D -CONSTRUCT Om PCC CURB ONLY PER CITY SM. DWG. NO. 1003 INSTALL 6- PVC-SCH. 40 (WHITE) IRRIGATION SLEEVE &_SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE 0- INSTALL 1.3 L.F. OF 36" C.M.P.-CONNECT TO EXISTING 36n C.M.P. (D -ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 REPLACE EXISTING DEBRIS RACK. @-CONSTRUCT 2" STEEL GALVANIZED CONDUIT 0 1 RADIUS A I af Z w 2.00' 180000'00w 0 af 363.00' z 0 60.32' 0 c _j LLJ 0 9*31'14* 60.98, w z 0 z z 59.65' z E Qy z _V) 5.46' 28.05 F 2.00' 0 5.54' 10.70 V) < z af 0 z LU z 0 w C) >_ L E E N D M :;Fc. of LJ 0 a- oc (n M V) I- Q_ F- I- V) L/) V) F_ V) - V) XO a LLJ VY 0 a_ z V) Lo 0 V) Vi 12 - a- V) cn a- z _j V) INDICAT ES PROPOSED A.C. PAVEMENT Z_ z: 00 z z- z z z 0 z 0 z 00 z z 0 z 57< Uj X w X UJ w 2 0 z 0 z 0 z V) w 0 z z 0 z z 0 z z z 0 z z z V) X6 04 1-j: INDICATES REk401VE EXISTIM A.C. PAVEMEW V) V) V) cn (n V) V) F_ (n V) tn Ul V) 9 (n 008 + V) V) X w 0. 008 1- (n V) V) 1- (n V) U) F_ V) I- Lf) 1- (n V) F_ V) CO 00. 57< X jX 5<_ X1, w X U X UJI X j-;7< w 5-< X (04 (01 j X + r, 4 X N X U61 5-< 4 X1 w !`�_ + 8 INDICATES GRIND EXISTING A.C. PAVEMENT -i 1 9 UA L! U4 C-4 INDICATES CENTERLINE EXISTING ELECTRIC LINE -INDICATES RIGHT-OF-WAY LINE -INDICATES EXISTING IMPROVEMENTS L;LwwTFMTMN 0-- REMOVE- & REPLACE- EXtSTtNG MANHOLE SMAFT. ROTATE THE ECCENTRIC PRECAST %l3*-- INDICATES EXISTING CONTOUR LINE (D -c ONSTRUCT 6.5* AC PAVEMENT (Mirry OVER- tr OF 95X COMPACTM NATIVE ( See general notes 31 &32) CONCRETE CONE INTERFERE WITH 1800 SO THE PROPOSE THAT THE MANHOLE FRAME AND COVER DOES C RB FACE. EMOVE EXIS I G STEPS IN NOT HAFT. CMVE DATA TABLE (D- CONSTRUCT 8* PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 INSTALL 2* PVC-SCH. 40 (WHITE) IRRIGATION SLEEVE (D -CONSTRUCT Om PCC CURB ONLY PER CITY SM. DWG. NO. 1003 INSTALL 6- PVC-SCH. 40 (WHITE) IRRIGATION SLEEVE &_SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE 0- INSTALL 1.3 L.F. OF 36" C.M.P.-CONNECT TO EXISTING 36n C.M.P. (D -ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 REPLACE EXISTING DEBRIS RACK. @-CONSTRUCT 2" STEEL GALVANIZED CONDUIT 0 1 RADIUS A LENGTH TANGENT A 2.00' 180000'00w 6.28' B 363.00' 9*31 0 14 " 60.32' 30.23' c T6_7_.0_0_r 9*31'14* 60.98, 30.56' D 359.00' 9-Tl_7_1_4� 59.65' 29.90' E 150.00 21010,58" 5.46' 28.05 F 2.00' 158049'02� 5.54' 10.70 GRAPHIC SCALE 40 0 20 40 80 160 IN FM I inch = 40 fL �,fj­ ALM U Zo I VALVt bUA ANU LUVtK I U UKAUt f -t -K U I T Z:) U. UWti. NU. I >U CONSTRUCT #6 PULL BOX (9 -REMOVE EXISTING STREET LIGHT AND- SALVAGE TO CITY YARD REV. RMON DESWTION DATE ENGR. CITY DATE CwffY OP FO ANAv CALIFORNIA /0 rqw n 11 PROTECT IR PLACE 0 TO BE REMOVED SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ALLARD" E&UNEERING S I Kum E�w_ ROVENIENT PLANS 1 REMOVE EXISTING A.C. PAVEMENT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �0 0 Civil Engineenng - Land Planning MAYM BY: AMMAN~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 0 8253 Sierra Avenue BASELINE AV SCAL- No. 36052 Fontana, California 92335 DBW in M INSTALL STREET LIGHT 22,000 LUMEN PER CITY SM. PLAN DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO U3 rr? (909) 356-1815 Fox (909) 356-1795 DESIGNED BY: DAM - @-NO. 1016 BEFO E DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp.6/30/2004 DBW A CONSTRUCT 6" AC BERM PER CITY STD. DWG NO. 136o YOU IG YOU DIG (LEAVE 12" OPENINGS 0 200 O.C. FOR DRAINAGE) STANDARDS IN EFFECT. 6ta, 7-L -01 ocau By- VED Ila DRAWNG NO.: TOLL FREE 1-800-227-2600 as 0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Raymond J. Allard RCE 36052 Date RD I RELOCATED MEDIAN OPENING OF CAk-k- IF 7/2/01 ALLARD E ?rP#f29M ADDED IRRIGATION SLEEVES �11111!luw_ If CIT7 ENGTNEER 61T.C.E. 511-52 8 Filenarne: M:\ DWG\ 1 4902\ STREETS\ WEST -CH ERRY\ StO3. DWG