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HomeMy WebLinkAbout2737-c-7EXjST�G c URC 8 GUT ER LLJ 22.128 pN CURB ~ N ~ ~ V � Nki a c1l) (113 cr) i�---- PROPOSED TOP OF CURBcv) S = 0.0057 t LTtMATE CURB LINE k W m K Q. WC) cc LU v °o co 0 0+50 00 _ALL s = 0.0 k 5:10.0057 k W c� m o wW � t~ ch I? VW o rn o0 0 S _ 0.0090 UTILITY RELOCATION NOTES O EDlSON POLES, VAULTS, VENTS d APPt/RTANCES TO BE REMOVED/RELOCATED PER EDISON REQUIREMENTS. O2 TELEPHONE JUNCTION BOXES a APPURTANCES TO BE REMOVED/REL OCA TED PER TELEPHONE COMPANY REQUIREMENTS. O WATER METERS TO BE RELOCATED BY CONTRACTOR. U O SO d GUTTER EXISTING CURB - - - - 2 - — U 2 H � W ai 2 "� RGA L ES: 1:20HORIZ. 1:2 9 VERT. jew 1+50 CONS TRUC TION NO TES A� SA WCUT AT 0.5m FROM EXISTING EDGE OF GUTTER AND REMOVE EXIST/NG IMPROVEMENTS IN AREAS OF PROPOSED NEW CONS TRUC TION. �B CONSTRUCT 4" A.C. PAVEMENT OVER 8" A.B. PER SOILS ENGINEER'S REQUIREMENTS. CC CONS TRUC T CURB AND GUTTER TYPE A2-200 PER CAL TRANS STD. PLAN A87. @D CONS TRUC T 3.982m /N WIDTH SIDEWALK PER CITY OF FONTANA STD. DETAIL 105A. I 4� ALL TRAFFIC DEVICES TO BE REL OCA TED IN UE CONS TRUC T CURB RAMP PER PER CAL TRANS STD. I nGACCORDANCE WITH CALTRANS STANDARD PLANS ANIS PLAN A88, CASE E. ZSPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, SEE SHEET C-8 90.2559' PULL BOXES, POSTS, DUCTS AND WIRING. (F CONS TRUC T COMMERCIAL DR/VE INA Y PER CITY OF (395.559 TCi I' R 14.021 nr FONTANA STD. DETAIL 102-C. I 1 095.359 FL1 � V � L= 22.128 m JOINT �- I II = 14.1.7 m G� CONS TRUC T CATCH BASIN PER DETAILS ON SHEET C-8. I 4 I 0 I �H S TREE T LIGHT CONS TRU TED BY OTHERS A t E ( N (GUY ANC.) Ia � PROPOSED R/1N (o, , 1393 1 FIRE HYDRANT CONS TRUC TED BY OTHERS 777/ (395.8381 � f (POLE NO. 4221981EFS FS / V (POLE NO. 2554383E EXISTING R/W ULTIMATE CURB LINE j (METER BOX}; r) % f I (TSPB&CTI�L.) f3.95.2941395.759 1 2-TSPB TC FS FS r ._ 395.252 TC H 395.482 TC 395.591 TC 395.603 TC 395.692 TC H � p � ABANDON EXISTING DRIVEWAY 395.052 FL 395.282 FL 395.391 FL 395.403 FL 1- 395.492 FL 1 0.57% 0 395.702 T -` -� 0 90X R__ 3.148rn R -3.148m 395.502 FL 0.57X 0 _ — T" , ' D I (395.808 FL) (396.008 TCI 4 (13.5, CONC. WALK) 10 Lo I , I I 00 d00 -- — — — -- — — — — -- -- — -- — — — — — -- — — — — _ w Lu N p A ~ %� ❑ (C.BASIN) I E E I= Z IL, �I I• E I Q ctI I A C z �� �? i,i co N I N �- E E I I� o ICL I �, tI �„ *101 I I s (sEWER MH) Icic In CO �� M� � _Z O .1 °'Vl) I� N co o leu . Iz I I (I oc v l I �:tw.6. I 00 + ILWII~ o Im I O IL" o o v N .►IFS lia -i Q, co t- o °o I I Iv cn 0+00 CIL NVTERS -:" p o m co I L oloo c o+ 5 0 (A.C. MEDIAN) /♦0 0 / LEGEND: FOOTHILL BOULEVARD (SR 66) AC ASPHALTIC CONE TS TRAFFIC SIGNAL 1 / SL STREET LIGHT GENERAL V TES: P8 PULL BOX Wirt WATER METER L ALL WORK AND MAT ALS SHALL CONFORM TO THfS PLAN WV WATER VALVE AND THE FOLLOWING STATE OF CALIFORNIA DEPARTMENT BW BACK OF WALK OF TRANSPORTATION PUBLICATIONS.- FS FINISHED SURFACE A: STANDARD SPECIFICATIONS DATED JULY 1997 __-- FG FINISHED GRADE B. STANDARD PLANS DATED JULY 1997 GEL GRADEBREAK 2. CONTRACTOR IS RES NS/BLE TO CONFC TO CAL TRANS TRAFFIC CONTROL STANDARDS. /r- ___ FL FLOWLINE T==/ ' Eel 1+50 1 � CF CURB FACE W EXISTING (SIDEWALK) (DRWY.) (SIDEWALK) BOLD DELINEATION SHOWN HEREON INDICATES PROPOSED CONST. 4/ Ate- VpU �L"� %-(�j-00STORE � 014-05372 16108 FOOTHILL BOULEVARD C�7 \\ tXXWrgr0UW bOrV" A*n CALTRANS PERMIT N0. 08 -98 -6 -MC -1256 FONTANA, CA 1 i F-11 II Cab TOLL FREE GRAPHIC SCALE 1-80-422-4133 III o 1 s ,o zo TWO WORKING DAYS BEFORE YOU DIG IN METERS } 1 : 200 REV. I REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE �o QVFESSpN� ckc No. 37438 � Exp. 6/30/00 sT ctvl� a OF CA��� JUL 0 7 1999 PIANS PREPARED BY: DA VE) Ft GRA Y, NVQ 2510-G LAS POSAS ROAD #255 CAMARILLO, CA 93010 805-987-3945 805-987-1655 FAX REGISTERED CIVIL ENGINEER NO. 37438 lVll T Vr rV1VIANA, UAL f'VFSMA STREET WIDENING PLAN DESIGN BY- FOOTHILL BOULEVARD SCALE: 1: 200 DRAWN BY: and DATE: G.C. CITRUS AVENUE Nov. 1998 CHECKED BY: APPROVE D.G. D BY: 7��f� DWG. NO. 'TO �Anitt�t k4n Ault CITY ENGINEER 2737 JOB NO. 9845 NOVEMBER 1996 S8 601-G1