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Home My WebLink About4406-1PRIVATE ENGINEER'S NOTE: THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR SUBSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. NOTICE TO CONTRACTORS: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF THE WORK OF THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SURVEY MONUMENT NOTE: SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE POINTS FOR RESETTING OF THE SURVEY -MONUMENTS. WHEN CONSTRUCTION_ IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. CONTRACTOR'S RESPONSIBILITY FOR SAFETY: IN SUBMITTING A BID FOR THIS WORK THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CITY OF FONTANA. UTILITY NOTIFICATION LIST: CIN OF FONTANA S0. CALIF. EDISON 8353 SIERRA AVENUE ATTN: CHRIS LORIMER FONTANA, CA 92335 7951 REDWOOD AVENUE (909) 350-6632 FONTANA, CA 92336 EA (909) 357-6221 UNDERGROUND SERVICE ALERT DROP INLET.. (800) 227-2600 SPRINT [271 ATTN: LYNN DURRETT PROJECT THE GAS COMPANY 2592 DUPONT DR LOCATION 1981 W. LUGONIA AVENUE IRVINE, CA 92612 REDLANDS, CA 92374 (800) 659-9698 (909) 335-7871 EA EMERGENCIES: (800) 427-2200 ADELPHIA �5 1205 DUPONT STREET FONTANA WATER COMPANY ONTARIO, CA 91761 ATTN: LUIS MONTENEGRO (909) 390-4738 11142 GARVEY AVE. EA EL MONTE, CA 91733 VERIZON (626) 448-6183 ATTN: TANYA SAINS SF 1400 E. PHILLIPS BLVD. CUCAMONGA VALLEY WATER DIST. ONTARIO, CA 91766 ATTN: MARTY ZUIRBULIS (909) 469-6369 10440 ASHFORD ST. GUTTERLIP. SEE GRIND RANCHO CUCAMONGA, CA 91729 SBC/PAC BELL (909) 987-2591 ATTN: SUSAN MORGAN 8,002 1265 N. VAN BUREN ST. #180 @CONSTRUCT ANAHEIM, CA 92807 REMOVE AND RELOCATE EXISTING PRIVATE SIGN, IN KIND, BEHIND RIGHT-OF-WAY.. (714) 666-7401 BASIS OF BEARING: CENTERLINE OF FOOTHILL BOULEVARD BETWEEN CHERRY AVENUE AND HEMLOCK AVENUE BEING N89'48'09"W PER RECORD OF SURVEY, RECORDED IN BOOK 59, PAGES 52 THROUGH 62, RECORDS OF SAN BERNARDINO COUNTY. BENCH MARK NO. 368 LOCATION: CHISELED "X" NORTHEAST CORNER OF ABUTMENT AT FOOTHILL BOULEVARD AND EAST AVENUE. ELEV. 1195.52' Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT ORE CODE REQUIRES A DIG ALERT IDENTIFICATION o, NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG TKE JOB #: 101-18 :i *IFA REVISION DESCRIPTION CITY OF FONTANA FOOTHILL BOULEVARD STREET IMPROVEMENT PROJECT SHEET NO. 6 PHASE II SHEET NO.8 SHEET NO. 9 CHERRY A FOOTHILL BOULEVARD a BASELINE BLVD. a OTHILL BLVD. [ o � NM of a w i,,i ARROW RTE. C SAN BERNARDINO AVE. -E 11 VALLEY I BLVD. C NTS F70 FflWY VICINITY MAP: DATE I ENGR. I CITY I DATE N.T.S. �m/ \ N0.69984 k.9-30-08 '1V1�- CF CALIF lL SHEET NO. 10 ® o _ .v I� TL -_--L _ 1 J Kglllllm� FOOTHILL BLVD. HEMLOCK AVENUE INDEX MAPS SCALE: 1"=400" INDEX SHEETS: 1. TITLE SHEET 2. GENERAL NOTES AND LEGEND 3. DEMOU11ON STA. 89+00f TO STA. 110+00.00 4. DEMOLITION STA. 110+00.00 TO STA. 130+00f 5. DEMOLITION, HEMLOCK, STA. 6+88f TO STA. 17+60f DEMOLITION, REDWOOD, STA. 7+46f TO STA. 12+50f 6. PLAN/PROFILE STA. 88+00.00 TO STA. 98+00.00 7. PLAN/PROFILE STA. 98+00.00 TO STA. 108+00.00 8. PLAN/PROFILE STA. 108+00.00 TO STA. 118+00.00 9. PLAN/PROFILE STA. 118+00.00 TO STA. 126+00.00 10. PLAN/PROFILE STA. 126+00.00 TO STA. 135+84.42 11. PLAN/PROFILE, HEMLOCK, STA. 6+88f TO STA. 17+60f 12. STORM DRAIN LATERALS AND CURB RETURN PROFILES 13. REDWOOD PLAN/PROFILE AND CROSS STREET PAVING DETAIL 14. TYPICAL CROSS SECTIONS AVE. f� TKE ENGINEERING, INC. 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 (951) 680-0440 RING FAX (951)8��0/-� 0490 // hc rov x i v .. M. PENNER R.C.E. No. 69984 EXPIRES: 9-30-08 STREET IMPROVEMENTS FOOTHILL BOULEVARD CHERRY AVENUE TO HEMLOCK AVUNUE DEMOLITION NOTES (CONT.): O1 QUANTITIES: 25 REMOVE AND RELOCATE EXISTING PAY PHONE.. O2 .2 EA 26 CUT, PLUG, AND ABANDON EXISTING STORM DRAIN AND/OR DROP INLET.. .2 EA [271 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL BOX PER TRAFFIC SIGNAL PLAN.. . 2 EA F281 REMOVE AND RELOCATE EXISTING BUS BENCH AND SIGN AS SHOWN, BY OTHERS.. .2 EA 29 ADJUST EXISTING FIRE HYDRANT TO GRADE.. �5 . 2 EA F30] ADJUST EXISTING WATER METER TO GRADE.. INSTALL 22,000 LUMENS H.P.S.V. STREET LIGHT PER CITY OF FONTANA STD. PLAN. . 2 EA 31 GRIND EXISTING ASPHALT CONCRETE TO VARIABLE DEPTH. GRINDING SHALL BE . .229633 SF CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED CONSTRUCTED AT REQUIRED DEPTH TO CONSTRUCT 2" MINIMUM ASPHALT CONCRETE NATIVE SOIL. OVERLAY AT CONSTANT SLOPE FROM MEDIAN FLOWLINE TO GUTTERLIP. SEE GRIND CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2"). 5,411 TONS O9 DETAIL, SHEET 13. 8,002 LF @CONSTRUCT 32 REMOVE AND RELOCATE EXISTING PRIVATE SIGN, IN KIND, BEHIND RIGHT-OF-WAY.. .9 EA 33 ADJUST EXISTING GAS VALVE TO GRADE.. EA .1 EA TKE ENGINEERING, INC. 4446 CENTRAL AVENUE RIVERSIDE, CA 92506 (951) 680-0440 RING FAX (951)8��0/-� 0490 // hc rov x i v .. M. PENNER R.C.E. No. 69984 EXPIRES: 9-30-08 STREET IMPROVEMENTS FOOTHILL BOULEVARD CHERRY AVENUE TO HEMLOCK AVUNUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: AND CARRIED FORTH IN A DILIGENT SQL MANNER, THE CITY ENGINEER MAY DESIGNED BY: REQUIRE REVISIONS TO THE PLANS TO TMR BRING THEM INTO CONFORMANCE WITH CHECKM BY: CONDITIONS AND STANDARDS IN EFFECT. TMR CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS STREET IMPROVEMENT CONSTRUCTION NOTES: QUANTITIES: O1 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.. . 89189 LF O2 CONSTRUCT 7.5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. .499935 SF O3 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.. .11 EA PLAN NO. 1003. U4 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1001.. .69225 SF REVISED PER DRIVEWAY DETAIL, SHEET 2, UNLESS NOTED OTHERWISE. �5 CONSTRUCT BUS BAY AND ENCLOSURE PER CITY OF FONTANA STD. PLAN NO. 1005.. .39606 SF �6 INSTALL 22,000 LUMENS H.P.S.V. STREET LIGHT PER CITY OF FONTANA STD. PLAN. 34 EA NO. 404 CONTRACTOR TO COORDINATE WITH SCE FOR INSTALLATION. O7 CONSTRUCT 6" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED . 99023 TONS ✓ NATIVE SOIL. O8 CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2"). 5,411 TONS O9 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000.. 8,002 LF @CONSTRUCT CROSS GUTTER/SPANDREL PER CITY OF FONTANA STD. PLAN NO. 403.. .49168 SF 11 REMOVE AND RELOCATE EXISTING FIRE HYDRANT BY FONTANA WATER COMPANY, .11 EA CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS. @CONSTRUCT WATER SERVICE AND CUSTOMER SERVICE PIPING BY FONTANA WATER COMPANY.. .16 EA CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS. 13 CONSTRUCT 6' WIDE (2" MIN. THICKNESS) COLD MILL ALONG EXISTING CURB AND GUTTER, .69064 SF 14 CONSTRUCT 10' HEADER CUT (2" MIN. THICKNESS) ALONG EXISTING ASPHALT CONCRETE . .59786 SF PAVEMENT JOINTS. 15 CONSTRUCT 4" ASPHALT CONCRETE PRIVATE DRIVEWAY APPROACH OVER 95% . 151 TONS COMPACTED NATIVE SOIL. @CONSTRUCT 1-6" C900, POLYVINYL CHLORIDE PVC) PIPE SLEEVE, CLASS 350, 1-4" AND . 54 LF 2-2 SCHEDULE 40 POLYVINYL CHLORIDE (PVC PIPE SLEEVES FROM BACK OF WALK TO 36 LF MEDIAN AND 1-4" SCHEDULE 40 POLYVINYL CHLORIDE(PVC)PIPE SLEEVE TO STREET LIGHT PULLBOX. 17 CONSTRUCT 2-4" AND 2-2" SCHEDULE 40 POLYVINYL CHLORIDE (PVC) PIPE SLEEVES. . 671 LF 18 CONSTRUCT 24" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE, SHEET 12, FOR D -LOAD.. 19533 LF CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL NO. 1008. 19 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CITY OF FONTANA . . 10 EA STD. PLAN NO."S 3003, CASE A. AND 3004. 20 REMOVE STORM DRAIN PLUG AND CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA. 7 EA STD. PLAN NO. 3022. 21 CONSTRUCT 30" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE, SHEET 12, FOR D -LOAD.. .18 LF CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL NO. 1008. 22 CONSTRUCT 36" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE, SHEET 12, FOR D -LOAD.. .7 LF CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL NO. 1008. 23 CONSTRUCT 6" PCC PRIVATE DRIVEWAY APPROACH OVER 959 COMPACTED NATIVE.. .19492 SF 24 CONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. . 71,914 LF 25 CONNECT TO EXISTING STORM DRAIN PER CITY OF FONTANA STD: DETAIL NO. 30259. 5 EA CASE 1. 26 CONSTRUCT UNDER SIDEWALK DRAIN, SIZE AS NOTED, PER CITY OF FONTANA . 7 EA STD. PLAN NO. 3001. 27 CONSTRUCT 6" PCC DRIVEWAY APPROACH, COLORED AND STAMPED IN KIND, OVER. . 2,064 SF 95% COMPACTED NATIVE. i2� CONSTRUCT LANDSCAPE AND IRRIGATION TO MATCH EXISTING.. . LS DEMOLITION NOTES: QUANTITIES: El REMOVE EXISTING AC BERM OR PCC CURB AND/OR GUTTER.. 19641 LF El REMOVE EXISTING AC/PCC SIDEWALK OR PCC SLAB. 99486 SF E REMOVE EXISTING DRIVE APPROACH.. 29636 SF ❑4 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE.. 188,683 SF ❑5 REMOVE EXISTING STREET LIGHT. CONTRACTOR TO COORDINATE WITH SCE FOR REMOVAL, 4 EA F6 REMOVAL OF EXISTING POWER POLE AND ANCHOR BY OTHERS. CONTRACTOR TO. 13 EA COORDINATE WITH SCE FOR REMOVAL. El REMOVE AND REPLACE EXISTING MAIL BOX, AS SHOWN, 15 EA PIREMOVE EXISTING SIGN AND RELOCATE PER SIGNING AND STRIPING PLAN, 22 EA ❑9 ADJUST EXISTING MANHOLE OR CLEAN OUT TO GRADE, 22 EA 10 ADJUST EXISTING WATER VALVE TO GRADE.. 49 EA 11 REMOVE EXISTING FIRE HYDRANT AND RELOCATE PER STREET IMPROVEMENT PLAN.. .. 12 EA CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATION. 12 REMOVAL OF EXISTING WATER METER AND RELOCATION PER STREET IMPROVEMENT. 18 EA PLAN BY OTHERS. CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATION. F13] PROTECT IN PLACE AS NOTED.. . LS 14 REMOVE ALL EXISTING UNDERLYING PCC/AC CONCRETE WITHIN MEDIAN PLANTING AREAS.. . LS F15] REMOVE EXISTING CATCH BASIN/DROP INLET, PIPING, BOLLARDS AND CONCRETE STRUCTURE.. 6 EA H REMOVE AND REPLACE EXISTING CHAIN LINK FENCE.. . LS F17] REMOVE EXISTING ELECTRICAL PULL BOX. CONTRACTOR TO COORDINATE WITH SCE . .1 EA FOR REMOVAL. 18 REMOVE AND REPLACE EXISTING TELEPHONE MANHOLE AND/OR RISER, BY OTHERS, .3 EA Fig] REMOVE AND RELOCATE EXISTING BLOCK WALL.. . LS n2O REMOVE EXISTING TREE.. .43 EA n2l REMOVE AND REPLACE EXISTING LANDSCAPE AND IRRIGATION, INCLUDING MOW STRIP, IN KIND,,. . LS AS REQUIRED TO CONSTRUCT IMPROVEMENTS. 22 REMOVE AND RELOCATE EXISTING ONSITE LIGHT POST, FOUNDATION, PULL BOXES.. .5 EA AND CONDUIT SYSTEM. F231 REMOVE AND REPLACE EXISTING ROLLING GATE AND TRACK.. .3 EA n24 REMOVE AND REPLACE EXISTING WOOD FENCE.. . LS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: AND CARRIED FORTH IN A DILIGENT SQL MANNER, THE CITY ENGINEER MAY DESIGNED BY: REQUIRE REVISIONS TO THE PLANS TO TMR BRING THEM INTO CONFORMANCE WITH CHECKM BY: CONDITIONS AND STANDARDS IN EFFECT. TMR CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS BY: / DATE: DRAWING NO.:. 1 gGINEER _ R.C. No. 51152 4406 FOOTHILL BOULEVARD TIS SHEET u`7/ �oy�,� 1 FDATE: RII. 2008 BY: / DATE: DRAWING NO.:. 1 gGINEER _ R.C. No. 51152 4406