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HomeMy WebLinkAbout4312-4 (2) • • • 1 b k STRUCTION NOTES ESTIMATE OF QUANTITIES CONSTRUCTION NOTES ESTIMATE OF QUANTITIES SIGNING AND STRIPING NOTES ESTIMATE OF QUAN S ( ) CON ' CT 6 1/2 " AC OVER 4" CMB 46, 099 TON 0 ADJUST SEWER MANHOLE TO GRADE PER «U A STa PLAN 129 EA 51 APPLY 4- INCH DOUBLE YELLOW STRIPE PER 2, 315 L 02 RELOCAT - TRIC TRANSFORMER BY OTHERS I EA CALTRANS STD. PLAN A2OA, DETAIL 22. 0 RELOCATE 2-WIRE CATHODIC TEST STATION (CPTS) 5 EA 52 INSTALL PAVEMENT MARKING AS SHOWN PER LF O3 NOT USED PER ( EUA DETAIL CALTRANS STD. PLAN A24C, A24D OR A24E. 0 RELOCATE 4" COMBINATION AIR AND VACUUM RELIEF 6 EA 53 APPLY DETAIL 29 PER CALTRANS STD \N A20B. 1 , 073 LF O CONSTRUCT MEDIAN FLA' ' ' SPPWC STD. N/A VALVE. PIPING AND APPURTENANCES PER IEUA DETAIL PLAN 141 - I ® NOT USED N/A J APPLY 8- INCH WHITE SOLID ST'' 11 , 959 LF CALTRANS STD. PLAN A20(30,05 CONSTRUCT MEDIAN TAPER PER • STD. N/A NOT USED N/A PLAN 140-2 55 APPLY 8- INCH WHITE v' ` 195 LF © GRIND EXISTING 2" AC PAVEMENT AND P 2" 109, 836 SF 40 DISCHARGE STRUCTURE PER CITY OF FONTANA STD. NO. 3000 N/A CALTRANS STD. PLIT•' id. OVERLAY > ADDITIVE 56 APPLY 4- INCH " _ PE: _ AIL "A". 8, 575 LF 07 GRIND EXISTING 2" AC PAVEMENT AND PLACE Z" 753, 941 SF I RELOCATE IRRIGATION SYSTEM N/A OVERLAY A9 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA ( EO► 58 APPLY 4 AS . ' N PER 2, 175 SF STD. NO. 1004 CAT • A24 • t/OR A24B. NO. 1000 5" .0W 375 LF 09 RELOCATE TELEPHONE CABINET BY OTHERS 10 EA STORM DRAIN NOTES ESTIMATE OF QUANTITIES1:::)11 INC TE CROSSWALK MARKINGS/LIMIT LINE. 8, 349 LF 10 NOT USED /A 70 CONSTRUCT 18" RCP (D-LOAD) PER PROFILE 614 LF -Y DASHED WHITE LINE PER CALTRANS 93, 143 LF it CONSTRUCT PCC BUS BAY PER CITY OF FONTANA 9 71 CONSTRUCT 24" RCP (D-LOAD) PER PROFILE 880 LF ., I'D. - A20A, DETAIL 12. STD. NO. 1005 3 CONSTRUCT 30" RCP (D-LOAD) PER PROFILE 624 LF o2 'OM FIRE BLUE RANTS. EFLECTIVE MARKER ACROSS 40 EA I© CONSTRUCT 4" PCC SIDEWALK PER CITY OF 153. 643 SF 73 CONSTRUCT 48" RCP (D-LOAD) PER PROFILE 182 t FONTANA STD. NO. 1006 vs APPLY DETAIL 40 PER CALTRANS STD. PLAN A20D. 268 LF 0 CONSTRUCT RESIDENTIAL DRIVEWAY ADJACENT 1 . 942 SF 74 NOT USED10 SIDEWALK PER CITY OF FONTANA STD. NO. 1001 (MODIFIED) 64 NOT USED N/A I© CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALK 12, 927 SF V ONSTRUCT 72" RCP (D-LOAD) PER PROFILE 65 APPLY DETAIL 24. - 668 LF PER CITY OF FONTANA STD. NO. 1002, SHT I OF 2 (MODIFIED) 76 Co :UCT 2-8' x4' RCB PER CALTRANS STD. \El? i 9 CONSTRUCT COMMERCIAL DRIVEWAY ADJACENT SIDEWALK 1 , 489 SF 77 NOT US . 0 REMOVE 117 EA PER CITY OF FONTANA STD. NO. 1001 (MODIFIED) 16 CONSTRUCT COMMERCIAL AND INDUSTRIAL DRIVEWAY 11 , 214 SF 78 CONSTRUCT A: • 4 NT SEAL PER SPPWC STO. Nr , EA 1\ RELOCATE 60 EA WITH PARKWAY SIDEWALKS PER CITY OF FONTANA 79 NOT USED N/A PROTECT IN PLACEle 215 EA STD. NO. 1002. SHT 2 OF 2 (MODIFIED) 0 RELOCATE EXISTING SUNSCREEN .FOR PLANTS I EA 8o CONSTRUCT MANHOLE PER - STD. isr 12 EA A INSTALL NEW 69 EA CO CONSTRUCT CROSS GUTTER (STANDARD) PER CITY 2, 608 SF 8l CONSTRUCT MANHOLE PER SPPWC 2 EA OF FONTANA STD. NO. 403 8© INSTALL PIPE TO PIPE JUr 4 EA 19 NOT USED N/A PER SPPWC STD. NO. 3'' REMOVAL NOTES 0 GAS METER TO BE RELOCATED BY OTHERS I EA CO CONSTRUCT PIPE ' ... IRU - 7 EA 40 REMOVE EXISTING PAVEMENT 731 , 022 SF PER SPPWC STr 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF 33,59t LF 84 INSTALL ?ER • c'C STD. NO. 380-3 7 EA 41 REMOVE EXISTING SIDEWALK 30, 535 SF FONTANA STD. .NO. 1000 © CONSTRUCT 8" CURB PER CITY OF FONTANA STD. 15, 503 LF Q Cr"' f S " URE PER 45 EA m REMOVE EXISTING CURB 15. 015 LF NO. 1000 STD ' N 3004 m REMOVE EXISTING CURB & GUTTER 9, 304 LF © CONSTRUCT STANDARD ACCESS RAMP PER CITY OF 30 EA _,d" ' (D-LOAD) PER PROFILE '4 LF m REMOVE EXISTING DRIVEWAY 22, 342 SF FONTANA STD. NO. 1003 �cUC RETE BULKHEAD PER DETAIL SHEET 62 0 NOT USED N/A m REMOVE EXISTING CROSS GUTTER 944 SF © CONSTRUCT ACCESS RAMP CASE D TYPE 2 PER 4 EA <E • 1STING BULKHEAD AND JOIN PIPE 3 EA 48 NOT USED N/A SPPWC STD. PLAN NO. 111 -2 89 x23" RFEP (D-LOAD) PER PROFILE 30 LF m NOT USED N/A co ADJUST WATER VALVE TO GRADE PER CITY OF 7' 40 CONSTRUCT 66" RCP (0-LOAD) PER PROFILE 37 LF FONTANA STD. NO. 6000 50 NOT USED N/A © ADJUST MANHOLE TO GRADE PER CITY OF FONTANA 91 CONSTRUCT MANHOLE STRUCTURE PER SPPWC STD. NO. 32271 6 EA • STD. NO. 2000 I NOT USED N/A 71 REMOVE EXISTING CATCH BASIN 2 EA ® ADJUST GAS VALVE TO GRADE 52 +VE EXISTING CONCRETE SLAB 1447 SF ©9 CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA I E 9� NOT USED N/A STD. NO. 3001 Rai REMO •UCTURE 330 SF NOT USED N/A 30 CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY •21 LF 95 CONSTRUCT COMPRESSIBLE BLANKET CROSSING PER 7 EA liThq REMOVE FOU ► ON WALL 30 SF OF FONTANA STD. NO. 1007 SPPWC STD. NO. 225-0 60 REMOVE EXISTING ' 1242 LF 31 CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE N/A LANDSCAPE PLANS 0 NOT USED N/A 61 REMOVE EXISTING DRAINA" RUCTURE 32 SF • ® POWER POLE TQ BE RELOCATED (BY OTHERS) 144 EA 97 CONSTRUCT 73"Wx45"H RCAP (D-LOAD) PER PROFILE 206 LF ® ADJUST WATER METER TO GRADE 3 EA 98 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN NO. 340- I 8 EA LEGEND ® RELOCATE EXISTING WATER METER (BY • . ) 40 EA 99 29"x45" RFEP (D-LOAD) PER PROFILE 81 LF I " 1 REMOVAL © RELOCATE EXISTING WATER VALVE OTHERS) ) 9 EA 24"x38" RFEP (D-LOAD) PER PROFILE 225 LF ® RELOCATE EXISTING FIRE T (BY OTHERS) 17 EA ®' CONSTRUCT 102" RCP (D-LOAD) PER PROFILE 260 LF ON CONSTRUCTION RELOCATE EXISTING BOX 13 EA 16 CONSTRUCT 1 ' x4' RCB PER CALTRANS STANDARD 144 LF ID CONSTRUCT JUNCTION STRUCTURE PER SPPWC STD. 331 -2 1 EA ~ (531 RELOCATE EXI BUS SHELTER I EA c LEFT OF LINE - t DRIVEWAY STATION (SEE CONS ION DETAILS) 34"x53" RFEP (D-LOAD) PER PROFILE 212 LF t- €) NOT USED N/A RIGHT OF LINE - W=WIDTH OF DRIVEWAY ©9 CONST: LOCAL DEPRESSION PER SPPWC STD. 34 EA D=DISTANCE BACK OF R/W PL: , 3- 1 CASE E. H=2" • �TECT IN PLACE N/A (10 CONSTRUCT I9"x30" RFEP (D-LOAD) PER PROFILE 57 LF T=THICKNESS & TYPE OF CO ADJUST ELECTRIC VAULT (BY OTHERS) 3 EA TO BE VERIFIED AND RELOCATED BY CONTRACTOR 4 EA SURFACE MATERIAL 6) e e� Mt Ie�aFI DESCRIPTION DATE alae ait DA E �; I OT r'o` "'°°r '� "'°""'°'°" CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT r ----- JURUPA AVENUE STREET IMPROVEMENTS � ty COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL i iTI ;� k DRAIN BY: ►\ '� � . :,. .- _i\ SFlOWN HEREON AND CARRIED FORTH IN A DIL {GENT MANNER. 1 fl(I� tw . NO SCALE HDR ENGINEERING, INC. DIAL , TWD womuic THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO (�v ,_ >','.) CONSTRUCTION NOTES BEFORE I� DAYSBEFORE 1 '- +4 " m �' DAM 2880 MARKET STREET, SUITE 100 • BRING THEM INTO CONFORMANCE WITH COND I T I ONS * �► JT 12/5/2007 YOU DIG YOU DIC AND STANDARDS IN EFFECT. ctini40 Nkite Vic �o""�� q q� ApPRpM eY RIVERSIDE, CA 92501 TOLL FREE 1-800-227-2600 AND �__/ 4 (951)320-7300 A PUBLIC SERVICE iv UNDERGROUND SERVICE ALERT •Nva Date ' Fz�s�o� — TK ..X . ,G�,o -t 03fzbf ' 4312 _ , Ft. 0TY ENGINEER DATE: 47 \\ora—filsrv01\ustnproj\200093\003\project_drawings\General\200093a05.dgn 12/13/2007 12: 40: 57 PM OFLTUSER