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Home My WebLink About3604-1m STATION C/L ELEV . EXIST. E.P. EI -EV . 1 C/L TO EX.1 E. P. CROSSFALL PROP. TO PROP. E.P. CROSSFALL TG DENOTES TOP OF GRATE ELEVATION V) ZD < ck- C) CD DENOTES EXIST. INFORMATION ,11+20.42 DENOTES HIGH POINT < DENOTES SLOPE OF PIPE CONSTRUCT SIDEWALK PER CITY STD. DWG. 1015_ . ..... . . ................ DENOTES EXIST, GROUND CONTOURS ME FOOTHILL BLVD. X INSTALL TYPE "F" MARKER PER CALTRANS STD. _ ............. ..... ........................ 2.4% J. CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. 1006 .................... ....... .......... 1 EA lIIIIIHI+ HHHHHHHHHHHHHH! SHEET 2 ............ 37 LF. HHHHHHH! METROLINKH 2.2% LF. 7 ...... ............. 3 EA. CERES AVE. CONSTRUCT DRIVEWAY PER CITY STD. DWG. 1005A_ . ....... ....... ...... ......... ........ ...... __1 0 niwmVA 1 S I TE m SF. 12 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. 104,.................. ....................... _ ...... 1 EA. 13 MERRILL AVE. 1 EA. 14 CONSTRUCT JUNCTION STRUCTURE PER DETAIL "A" HEREON_ .. . ... ___ ......................... ...... 1 EA. 15 CONSTRUCT 36" RCP SD PIPE_ . . . ... ............. ...... ...... .......... .......... 155 LF. 16 INSTALL 48"X48" CATCH BASIN PER BROOKS PRODUCTS CAT. NO. 4.848 W/ TRAFFIC RATED GRATE OR APP'D EQUAL - . .......... ..... ................ ........ ...... 1 VALLEY BLVD. 17 CONSTRUCT UNDER SIDEWALK DRAIN (RECT. PIPE) PER CITY STD. DETAIL 124A-.,. ......... _... 22 LF. nO FREEWAY VICINITY MAP W/ TRAFFIC RATED GRATE OR APP'D EQUAL .,, ...... .................. ........ _ ................... 9 N.T.S 19 CONSTRUCT UNDER SIDEALK DRAIN PER CITY STD. DETAIL 124 .................. _ ........ ............... 22 SECTION 8, R5W, T1 20 m STATION C/L ELEV . EXIST. E.P. EI -EV . 1 C/L TO EX.1 E. P. CROSSFALL PROP. TO PROP. E.P. CROSSFALL TG DENOTES TOP OF GRATE ELEVATION SD DENOTES PROP, STORM DRAIN -----------_- DENOTES EXIST. INFORMATION ,11+20.42 DENOTES HIGH POINT S= DENOTES SLOPE OF PIPE CONSTRUCT SIDEWALK PER CITY STD. DWG. 1015_ . ..... . . ................ DENOTES EXIST, GROUND CONTOURS 111 +38.42 INSTALL TYPE "F" MARKER PER CALTRANS STD. _ ............. ..... ........................ 2.4% J. CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. 1006 .................... ....... .......... 1 EA 2.37. CONSTRUCT DUAL UNDER SIDEWALK DRAIN PER CITY STD. DETAIL 124 AND DETAIL ON SHEET 2 ............ 37 LF. REMOVE EX. CURB AND GUTTER ........................ ......... ......... 2.2% LF. REMOVE EXISTING POWER POLE .......... .....10 .......... ........... ....... ...... ............. 3 EA. CONSTRUCT DRIVEWAY PER CITY STD. DWG. 1005A_ . ....... ....... ...... ......... ........ ...... __1 0 niwmVA 1 11 m SF. 12 R/W (40') 60, R/W 52' (5') (25') (43.5' 845' EXISTING EXISTING EXISTING PROP, PROP, SIDEWALK -SEE CROSS FALL CHART ABOVE (VARIES 1.6% TO 2.77o) 4 _21- -F - MI SAWCUT, GRIND & OVERLAY Q) 2 =Rn AVEM REMOVE EXISTING PAVEMENT N.T.S. 11=6.0 CONSTRUCT 3" A.C. OVER 6" C.A.B. PER S.R. 1530 R -VALUE = 57 R/W 44' (121 (32') PROP. EXISTING SIDEWALK a, r a CERES AVENUE, EXISTING CURB AND GUTTER N.T.S. REMOVE AND REPLACE : 10+87.36-12+61.92 PROTECT IN PLACE: 12+61,92-13+82.99 &14+52.97-15+39.78 REMOVE EXISTING: 13+82.99-14+52.97 STANDARD MANHOLE PER CITY STANDARD DETAIL 109 ,JUNCTION STRUCTURE PER CITY STANDARD - DETAIL 116 A4 El CITY OF FONTANA, CALIFORNIA '-T STREET I__\/l_PR0VE__\4_El PLANS CONSTRUCT EXISTING 24"X42" 24" RCP CSP ARCH PIPE SEE STANDARD TRIM ALL PIPE FLUSH 116 FOR TYPICAL WI TH INSIDE A Ft SECTION (FOR PIPE WALL OF DETAIL A GREATER THAN 22") STRUCTURE MODIFIED JUNCTION STRUCTURE DETAIL NOT TO SCALE CANTY ENGINEERING GROUP, INC. c IB 6 CIVIL ENGINEERING — PLANNING — SURVEYING 2020 IOWA AVE. SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92517 TEL (909) 683 — 5234 FAX (9 09) 683 — 5301 BENCHMARK: THE BEARINGS SHOWN HEREON ARE BASED UPON THE C OF CERES AVE. BEING N89*45'25"E AS SHOWN PER PM 150/51 LEGEND TIC DENOTES TOP OF CURB ELEVATION FL DENOTES FLOWLINE ELEVATION ITS DENOTES FINISHED SURFACE ELEVATION TG DENOTES TOP OF GRATE ELEVATION SD DENOTES PROP, STORM DRAIN LF. DENOTES EXIST. INFORMATION HP DENOTES HIGH POINT S= DENOTES SLOPE OF PIPE CONSTRUCT SIDEWALK PER CITY STD. DWG. 1015_ . ..... . . ................ DENOTES EXIST, GROUND CONTOURS REV. SAWCUL GRIND, & OVERLAY REMSION DESCRIPTION CONSTRUCTION NOTES & QUANTITIES CONSTRUCT AC PAVING: SECTION PER SOILS REPORT. ...*'*'*'* ......... .... 1,390 SF. CONSTRUCT 8" C&G PER CITY STD. DWG. 1003 .............. ...................................... 333 LF. 2' MIN. SAWCUT, GRIND, & OVERLAY, ... __ ......... _ ......... ........... ......... ......230 LF. CONSTRUCT SIDEWALK PER CITY STD. DWG. 1015_ . ..... . . ................ .............. 3,505 SF, INSTALL TYPE "F" MARKER PER CALTRANS STD. _ ............. ..... ........................ ........ 2 EA. CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. 1006 .................... ....... .......... 1 EA CONSTRUCT DUAL UNDER SIDEWALK DRAIN PER CITY STD. DETAIL 124 AND DETAIL ON SHEET 2 ............ 37 LF. REMOVE EX. CURB AND GUTTER ........................ ......... ......... 339 LF. REMOVE EXISTING POWER POLE .......... .....10 .......... ........... ....... ...... ............. 3 EA. CONSTRUCT DRIVEWAY PER CITY STD. DWG. 1005A_ . ....... ....... ...... ......... ........ ...... __1 EA. 11 REMOVE EXISTING PAVEMENT_ . ... ......... .............. .......... __ ............................. 250 SF. 12 CONSTRUCT CROSS GUTTER PER CITY STD. DWG. 104,.................. ....................... _ ...... 1 EA. 13 RELOCATE EXISTING STREET LIGHT- . ............. ........... .................................. 1 EA. 14 CONSTRUCT JUNCTION STRUCTURE PER DETAIL "A" HEREON_ .. . ... ___ ......................... ...... 1 EA. 15 CONSTRUCT 36" RCP SD PIPE_ . . . ... ............. ...... ...... .......... .......... 155 LF. 16 INSTALL 48"X48" CATCH BASIN PER BROOKS PRODUCTS CAT. NO. 4.848 W/ TRAFFIC RATED GRATE OR APP'D EQUAL - . .......... ..... ................ ........ ...... 1 EA. 17 CONSTRUCT UNDER SIDEWALK DRAIN (RECT. PIPE) PER CITY STD. DETAIL 124A-.,. ......... _... 22 LF. INSTALL 36"X36" CATCH BASIN PER BROOKS PRODUCTS CAT. NO. 3636 W/ TRAFFIC RATED GRATE OR APP'D EQUAL .,, ...... .................. ........ _ ................... 9 EA. 19 CONSTRUCT UNDER SIDEALK DRAIN PER CITY STD. DETAIL 124 .................. _ ........ ............... 22 LF. 20 CONSTRUCT DRIVEWAY PER CITY STD. DWG. 102. .... .................. ....... ........... ............. 1 EA. REPRESENTATIVE: INDEX OF SHEETS CANTY ENGINEERING GROUP INC. 2020 IOWA AVE. SUITE 102 RIVERSIDE CA 92507 PHONE: (909) 683-5234 FAX: (909) 683-5301 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. SHEET No. 1 2 3 SEAL ESS/t1 ..q JOHN W. CANTY No. 17550 w m Exp. 06-30-05 ;V CIVIL OF C DESCRIPTION TITLE SHEET PLAN & PROFILE: SIERRA AVENUE PLAN: CERES AVENUE Prepared Under The Supervision Of HN W. CANTY Exp. Date:06-30-05 Date :'�� ENGR'S NAME. R.C.E. 17550 111111,10%, 10111 1 1 "1, MINIMUM loll'ing'"'llll411., =1 .... ...... CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN