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Home My WebLink About4312-4CONSTRUCTION NOTES ESTIMATE OF QUANTITIES OI CONSTRUCT 6 I/2 " AC OVER 4" CMB 46,099 TON O2 RELOCATE ELECTRIC TRANSFORMER BY OTHERS I EA O3 NOT USED ® CONSTRUCT MEDIAN FLARE PER SPPWC STD. N/A PLAN 141-1 O5 CONSTRUCT MEDIAN TAPER PER SPPWC STD. N/A PLAN 140-2 �6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" 109,836 SF OVERLAY> ADQITIVE n7 GRIND EXISTING 2.I' AC PAVEMENT AND PLACE Z1t 753,941 SF \\ora-filsrv01 \ustnproj HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 093\003\project-drawings\General\200093aO5.dgn TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 12/13/2007 CONSTRUCTION NOTES ESTIMATE OF QUANTITIES 4Q ADJUST SEWER MANHOLE TO GRADE PER {P-UL157p.PLAF.1 43 RELOCATE 2 -WIRE CATHODIC TEST STATION (CPTS) PER IEUA DETAIL 4q RELOCATE 4" COMBINATION AIR AND VACUUM RELIEF VALVE, PIPING AND APPURTENANCES PER IEUA DETAIL 45 NOT USED 46 NOT USED 47 DISCHARGE STRUCTURE PER CITY OF FONTANA STD. N0. 30C 48 RELOCATE IRRIGATION SYSTEM qg CONSTRUCT ACCESS AMP PER CITY OF FONTANA STD. N0. 1004 STORM DRAIN NOTES 129 EA 5 EA 6 EA N/A N/A N/A N/A I EAS ESTIMATE OF QUANTITIES 70 OVERLAY 18" RCP (D -LOAD) O8 -CON:R44C�6u-C-kiRo-PER eIT-Y-AF-FONT-e;fh41STD. 18,095 I=FL $ 71 -NO-.-i-00,e- N0-1-00RELOCATE 24" RCP (D -LOAD) PER RELOCATETELEPHONE CABINET BY OTHERS 10 EA 10 NOT USED N/A II CONSTRUCT PCC BUS BAY PER CITY OF FONTANA 9 EA LF STD. N0. 1005 CONSTRUCT 48" RCP IQ CONSTRUCT 4" PCC SIDEWALK PER CITY OF 153,643 SF LF FONTANA STD. N0. 1006 NOT USED 3 13 CONSTRUCT RESIDENTIAL DRIVEWAY ADJACENT 1,942 SF N/A SIDEWALK PER CITY OF FONTANA STD. N0. 1001 (MODIFIED) CONSTRUCT 72" RCP 14 CONSTRUCT RESIDENTIAL DRIVEWAY WITH PARKWAY SIDEWALK 12,927 SF LF PER CITY OF FONTANA STD. N0. 1002, SHT I OF 2 (MODIFIED) CONSTRUCT 2-8'x4' 15 CONSTRUCT COMMERCIAL DRIVEWAY ADJACENT SIDEWALK 1,489 SF LF PER CITY OF FONTANA STD. N0. 1001 (MODIFIED) NOT USED 93,143 16 CONSTRUCT COMMERCIAL AND INDUSTRIAL DRIVEWAY 11,214 SF N/A WITH PARKWAY SIDEWALKS PER CITY OF FONTANA CONSTRUCT ABANDONMENT SEAL PER STD. N0. 1002, SHT 2 OF 2 (MODIFIED) 16 EA 17 RELOCATE EXISTING SUNSCREEN FOR PLANTS I EA 18 CONSTRUCT CROSS GUTTER (STANDARD) PER CITY 2,608 SF 80 OF FONTANA STD. N0. 403 MANHOLE PER SPPWC 19 NOT USED NSA QO GAS METER TO BE RELOCATED BY OTHERS I EA 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF 3315561-F 2 EA FONTANA STD. N0. 1000 INSTALL PIPE TO PIPE JUNCTION Q CONSTRUCT 8" CURB PER CITY OF FONTANA STD. 15,503 LF 212 N0. 1000 105 NOT USED Q CONSTRUCT STANDARD ACCESS RAMP PER CITY OF 30 EA 57 FONTANA STD. N0. 1003 In TO BE VERIFIED AND RELOCATED BY CONTRACTOR 24 NOT USED NSA 25 CONSTRUCT ACCESS RAMP CASE D TYPE 2 PER 4 EA SPPWC STD. PLAN N0. III -2 26 ADJUST WATER VALVE TO GRADE PER CITY OF 73 EA FONTANA STD. N0. 6000 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA 52 EA Q STD. N0. 2000 ADJUST GAS VALVE TO GRADE 2 EA SIDEWALK DRAIN PER CITY OF FONTANA I EA QCONSTRUCT STD. N0. 3001 30 CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY 2,621 LF OF FONTANA STD. N0. 1007 31 CONSTRUCT TYPICAL MEDIAN TREATMENT, SEE N/A LANDSCAPE PLANS Q POWER POLE TO BE RELOCATED BY OTHERS) 144 EA 33 ADJUST WATER METER TO GRADE 3 EA 34 RELOCATE EXISTING WATER METER (BY OTHERS) 40 EA 35 RELOCATE EXISTING WATER VALVE ((BY OTHERS)) 9 EA 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 17 EA 37 RELOCATE EXISTING MAIL BOX 13 EA 38 RELOCATE EXISTING BUS SHELTER i EA (SEE CONSTRUCTION DETAILS) 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. 34 EA PLAN 313-I CASE E, H=2" 40 PROTECT IN PLACE N/A 41 ADJUST ELECTRIC VAULT (BY OTHERS) 3 EA \\ora-filsrv01 \ustnproj HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 093\003\project-drawings\General\200093aO5.dgn TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 12/13/2007 CONSTRUCTION NOTES ESTIMATE OF QUANTITIES 4Q ADJUST SEWER MANHOLE TO GRADE PER {P-UL157p.PLAF.1 43 RELOCATE 2 -WIRE CATHODIC TEST STATION (CPTS) PER IEUA DETAIL 4q RELOCATE 4" COMBINATION AIR AND VACUUM RELIEF VALVE, PIPING AND APPURTENANCES PER IEUA DETAIL 45 NOT USED 46 NOT USED 47 DISCHARGE STRUCTURE PER CITY OF FONTANA STD. N0. 30C 48 RELOCATE IRRIGATION SYSTEM qg CONSTRUCT ACCESS AMP PER CITY OF FONTANA STD. N0. 1004 STORM DRAIN NOTES 129 EA 5 EA 6 EA N/A N/A N/A N/A I EAS ESTIMATE OF QUANTITIES 70 CONSTRUCT 18" RCP (D -LOAD) PER PROFILE 614 LF 71 CONSTRUCT 24" RCP (D -LOAD) PER PROFILE 880 LF 72 CONSTRUCT 30" RCP (D -LOAD) PER PROFILE 624 LF 73 CONSTRUCT 48" RCP (D -LOAD) PER PROFILE 182 LF 74 NOT USED 3 EA 89 14"x23" RFEP (D -LOAD) PER PROFILE 30 N/A 75 CONSTRUCT 72" RCP (D -LOAD) PER PROFILE 133 LF 76 CONSTRUCT 2-8'x4' RCB PER CALTRANS 93 STD. 142 LF 77 NOT USED 93,143 N/A 95 CONSTRUCT COMPRESSIBLE BLANKET CROSSING PER 7 N/A 78 CONSTRUCT ABANDONMENT SEAL PER SPPWC STD. N0. 381-I 16 EA 79 NOT USED CONSTRUCT 73"Wx45"H RCAP (D -LOAD) PER PROFILE 206 LF 98 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN NO. 340-1 N/A 80 CONSTRUCT MANHOLE PER SPPWC STD. N0. 320-I 12 EA SI CONSTRUCT MANHOLE PER SPPWC STD. N0. 321-I 2 EA n INSTALL PIPE TO PIPE JUNCTION 1 STRUCTURE 4 EA REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE 12: 40: 57 PM DFLTUSER 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 CONDITIONS AND STANDARDS IN EFFECT. SIGNING AND STRIPING NOTES ESTIMATE OF QUANTITIES 51 PER SPPWC STD. NO. 332-1 2,315 LF 83 CONSTRUCT PIPE TO RCB JUNCTION STRUCTURE 7 EA 52 PER SPPWC STD. PLAN 334-1 264 LF 84 INSTALL CONCRETE COLLAR PER SPPWC STD. NO. 380-3 7 EA 85 CONSTRUCT CURB INLET STRUCTURE PER 45 EA 54 CITY OF FONTANA STD. PLAN 3004 11,959 LF 86 CONSTRUCT 36" RCP (D -LOAD) PER PROFILE 204 LF 87 CONSTRUCT CONCRETE BULKHEAD PER DETAIL SHEET 62 6 EA 88 REMOVE EXISTING BULKHEAD AND JOIN PIPE 3 EA 89 14"x23" RFEP (D -LOAD) PER PROFILE 30 LF 90 CONSTRUCT 66" RCP (D -LOAD) PER PROFILE 37 LF 91 CONSTRUCT MANHOLE STRUCTURE PER SPPWC STD. NO. 322-1 6 EA 92 NOT USED 375 N/A 93 NOT USED 8,349 N/A 94 NOT USED 93,143 N/A 95 CONSTRUCT COMPRESSIBLE BLANKET CROSSING PER 7 EA 62 SPPWC STD. NO. 225-0 40 EA 96 NOT USED ON CONSTRUCTION N/A 97 CONSTRUCT 73"Wx45"H RCAP (D -LOAD) PER PROFILE 206 LF 98 CONSTRUCT TRANSITION STRUCTURE PER SPPWC STD. PLAN NO. 340-1 8 EA 99 29"x45" RFEP (D -LOAD) PER PROFILE 81 LF 100 24"x38" RFEP (D -LOAD) PER PROFILE 225 LF 101 CONSTRUCT 102" RCP (D -LOAD) PER PROFILE 260 LF 10 CONSTRUCT I'x4' RCB PER CALTRANS STANDARD 144 LF 103 CONSTRUCT JUNCTION STRUCTURE PER SPPWC STD. 331-2 1 EA 104 34"x53" RFEP (D -LOAD) PER PROFILE 212 LF 105 NOT USED N/A 106 CONSTRUCT 19"x30" RFEP (D -LOAD) PER PROFILE 57 LF In TO BE VERIFIED AND RELOCATED BY CONTRACTOR 4 EA REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE 12: 40: 57 PM DFLTUSER 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 CONDITIONS AND STANDARDS IN EFFECT. SIGNING AND STRIPING NOTES ESTIMATE OF QUANTITIES 51 APPLY 4 -INCH DOUBLE YELLOW STRIPE PER 2,315 LF PAVEMENT CALTRANS STD. PLAN A20A, DETAIL 22. SF 41 REMOVE EXISTING 52 INSTALL PAVEMENT MARKING AS SHOWN PER 264 LF CURB CALTRANS STD. PLAN A24C, A24D OR A24E. LF 43 REMOVE EXISTING 53 APPLY DETAIL 29 PER CALTRANS STD. PLAN A20B. 1,073 LF 54 APPLY 8 -INCH WHITE SOLID STRIPE PER 11,959 LF CROSS GUTTER CALTRANS STD. PLAN A20D, DETAIL 38. SF 48 NOT USED 55 APPLY 8 -INCH WHITE STRIPE PER 195 LF CALTRANS STD. PLAN A20C, DETAIL 37B. NSA 50 NOT USED 56 APPLY 4 -INCH SOLID WHITE LINE PER DETAIL "A". 8,575 LF 58 APPLY PAVEMENT MARKING AS SHOWN PER 2,175 SF CONCRETE SLAB CALTRANS STD. PLAN A24A AND/OR A24B. SF 53 REMOVE STRUCTURE 59 APPLY 12" YELLOW STRIPE. 375 LF 60 APPLY 12 -INCH WHITE CROSSWALK MARKINGS/LIMIT LINE. 8,349 LF 61 APPLY 4 -INCH DASHED WHITE LINE PER CALTRANS 93,143 LF 32 STD. PLAN A20A, DETAIL 12. LEGEND 62 INSTALL BLUE REFLECTIVE MARKER ACROSS 40 EA FROM FIRE HYDRANTS. ON CONSTRUCTION 63 APPLY DETAIL 40 PER CALTRANS STD. PLAN A20D. 268 LF 64 NOT USED Q � LEFT OF LINE N/A 65 APPLY DETAIL 24. 668 LF 01 REMOVE 117 EA Q RELOCATE 60 EA 3Q PROTECT IN PLACE 215 EA 4 INSTALL NEW 69 EA REMOVAL NOTES 40 REMOVE EXISTING PAVEMENT 731,022 SF 41 REMOVE EXISTING SIDEWALK 30,535 SF 42 REMOVE EXISTING CURB 15,015 LF 43 REMOVE EXISTING CURB & GUTTER 9,304 LF 44 REMOVE EXISTING DRIVEWAY 22,342 SF F4-51 REMOVE EXISTING CROSS GUTTER 944 SF 48 NOT USED N/A 49 NOT USED NSA 50 NOT USED NSA 51 REMOVE EXISTING CATCH BASIN 2 EA 52 REMOVE EXISTING CONCRETE SLAB 1447 SF 53 REMOVE STRUCTURE 330 SF 54 REMOVE FOUNDATION WALL 30 SF 60 REMOVE EXISTING PIPE 1242 LF 61 REMOVE EXISTING DRAINAGE STRUCTURE 32 SF LEGEND �N REMOVAL . ON CONSTRUCTION Q � LEFT OF LINE DRIVEWAY STATION r N 3 RIGHT OF LINE - W=WIDTH OF DRIVEWAY N D=DISTANCE BACK OF R/W T=THICKNESS & TYPE OF SURFACE MATERIAL Prepared Under The Supervision Of FESS/� hKIM z w No. C 57374 A p,12-31-09 sr4le CIVIL OF CAS Date : 12/5/07 CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STREET IMPROVEMENTS DRAW BY: MM SCAT; CONSTRUCTION NOTES DATE o SCALE DESIGNED BY: J T 12/5/2007 CHECKED BY: APPROVED BY: DRAWING NO.: 4 TK 4312 th, CITY ENGINEER DATE: 47