The URL can be used to link to this page

Home My WebLink About4281-1THE 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. NomE 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 WITH THE PERFORMANCE OF THE WORK OF THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SURVEY MONUMENT NO • SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUC11ON 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 FOOTHILL BOULEVARD STREET IMPROVEMENT PROJECT PHASE EAST AVE. MiEET NWOMENO. WOMEN!SSon, IMTMENEM WOMEN WOMEN MENEMWOMENall 1"NO.9 SHEET NO. SHEET NO. �BHEET NO. 12 MINNIN NNNNr MINNIN NNNNN` NNMNM MINNIN" NNNNN NMNNr NNNNN NNNNN NNINN" NNNNN` NNNNN NMNNI 19 ILEX ST. COTTONWOOD AVE. MULBERRY AVE. CALABASH AVE. FOOTHILL BOULEVARD SHEET' N0.13 SHEET N0.14 MEET N0SEEMS.15 NMIfMMo] ml c lNNIIIIIIIIIIIIIl WOMEN �m MM 3ANANA AVE. ALMOND AVE. CHERRY AVE. FOOTHILL BOULEVARD INDEX MAPS SCALE: 1 "=400' Q v 6 INSTALLA710N OF 22.000 LUMENS H.P.S.V. STREET LIGHT PER CITY OF FONTANA STD. PLAN. N/A N0. 404 BY OTHERS. CONTRACTOR TO COORDINATE 1M'fH SCE FOR INSTALLATION. 6 FUTURE ELECTRICAL FEED UP LIGHTS.. N/A 7 CONSTRUCT 7" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 959E COMPACTED 8,461 TONS NATIVE SOIL O CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2"). 59256 TONS O9 STREET IMPROVEMENT CONSTRUCTION NOTES: QUANTITIES: O1 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.. 69420 LF O2 CONSTRUCT 7.5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006. 409168 SF O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.. 8 EA 12 PLAN NO. 1003. N/A U4 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1001.. 49977 SF PLACE STENCIL AT CATCH BASIN "NO DUMPING, FLOWS TO CREEK.". REVISED PER DRIVEWAY DETAIL, SHEET 2, UNLESS NOTED OTHERWISE. EA 14 55 CONSTRUCT BUS BAY PER CITY OF FONTANA STD. PLAN NO. 10059 NOT USED. . 0 SF Q v 6 INSTALLA710N OF 22.000 LUMENS H.P.S.V. STREET LIGHT PER CITY OF FONTANA STD. PLAN. N/A N0. 404 BY OTHERS. CONTRACTOR TO COORDINATE 1M'fH SCE FOR INSTALLATION. 6 FUTURE ELECTRICAL FEED UP LIGHTS.. N/A 7 CONSTRUCT 7" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 959E COMPACTED 8,461 TONS NATIVE SOIL O CONSTRUCT VARIABLE THICKNESS ASPHALT CONCRETE OVERLAY (MINIMUM 2"). 59256 TONS O9 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL NO. 1000.. 12,624 LF 10 CONSTRUCT 8' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403.. 1,161 SF 11 REMOVE AND RELOCATE EXISTING FIRE HYDRANT BY FONTANA WATER COMPANY.. . N/A CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS. 12 CONSTRUCT WATER SERVICE AND CUSTOMER SERVICE PIPING BY FONTANA WATER COMPANY.. N/A CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS. 13 PLACE STENCIL AT CATCH BASIN "NO DUMPING, FLOWS TO CREEK.". .6 EA 14 PLACE LATEX MODIFIED SLURRY SEAL, ASPHALT EMULSION, (TYPE 11).. .3459000 SF 15 CONSTRUCT 4" ASPHALT CONCRETE DRIVEWAY APPROACH OVER 9576 COMPACTED NATIVE. 140 TONS 16 PVC) PIPE SLEEW. CLASS 350, 1-4" AND CONSTRUCT 1-6" C900, POLYVINYL CHLORIDEJLORIDE(PVC) 58 LF 2-2 SCHEDULE 40 POLYVINYL CHLORIDE PPIPE SLEEVES FROM BACK OF WALK TO 94 LF MEDIAN AND 1-4" SCHEDULE 40 POLYVINYLPIPE SLEEVE TO STREET LIGHT PULLBOX. 17 CONSTRUCT 3-4", 2-2" AND 1-6" SCHEDULE 40 POLYVINYL CHLORIDE (PVC) PIPE SLEEVES.. 29112 LF 18 CONSTRUCT 24" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE, SHEET 16, FOR D -LOAD.. 271 LF CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. DETAIL NO. 1008. @CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CITY OF FONTANA. 6 EA STD. PLAN NO.'S 3003, CASE A. AND 3004. 20 REMOVE STORM DRAIN PLUG AND CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA. 6 EA CONSTRUCT 18" REINFORCED CONCRETE PIPE RCNg- nnjq- P , SEE PROFILE SHEET 16, FOR D -LOAD.. .52 LF CONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006.. 39014 SF CONSTRUCT 5' SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006.. .21 5 SF CONSTRUCT 8" ASPHALT CONCRETE BERM.. 75 LF CONSTRUCT CHAIN UNK FENCE WITH DROP. PIN AND .LOCKING HASP.. 1 EA CIN OF F06dTAtdA, UTILITY NOTIFICATION LIST: II _ II II II DEMOLITION NOTES: QUANTITIES: DEMOLITION NOTES CONT: QUANTITIES: CIN OF FONTANA SO. CALIF. EDISON 1-MR1MY El 8353 SIERRA AVENUE ATTN: CHRIS LORIMER REMOVE EXISTING AC/PCC SIDEWALK.. 3,067 SF REMOVE EXISTING AC BERM OR PCC CURB AND/OR GUTTER.. 19890 LF REMOVAL OF EXISTING WATER METER AND RELOCATION PER STREET IMPROVEMENT. N/A ❑ PLAN BY OTHERS. CONTRACTOR TO COORDINATE NA1H FONTANA WATER COMPANY FOR RELOCA110N. �2 FONTANA, CA 92335 7951 REDWOOD AVENUE � � 18 REMOVE EXISTING IRRIGATION VAULT.. 1 EA (909) 350-6632 FONTANA. CA 92336 PROJECT 6 a BASEIJNE BLVD. a Q REMOVE EXISTING DRIVE APPROACH.. - - 59459SF�9 REMOVE EXISTING BOLLARDS. RELOCATION OF EXISTING GAS METER BY OTHERS. 1 EA UNDERGROUND SERVICE ALERT `909, 357-6221LOCATION p REMOVE EXISTING PCC CROSS GUTTER.. .- .432 SF CONTRACTOR TO COORDINATE WITH SCG FOR RELOCATION. (800) 227-2600 PRINT D SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, SUBGRADE AND. 1489615 SF 20 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLAN.. 2 EA ATTN: LYNN DURRETT FOOTHILL BLVD. UNDERLYING PCC PAVEMENT WITHIN MEDIAN PLANTING AREAS AS REQUIRED. 21 GRIND EXISTING ASPHALT CONCRETE TO VARIABLE DEPTH. GRINDING SHALL BE CONSTRUCTED. 153,408 SF S0. CALIF. GAS COMPANY 2592 DUPONT DR 6 REMOVAL OF EXISTING STREET UgiT BY OTHERS. CONTRACTOR TO COORDINATE WITH. N/A AT REQUIRED DEPTH TO CONSTRUCT 2' MINIMUM ASPHALT CONCRETE OVERLAY AT CONSTANT 1981 W. LUGONIA AVENUE IRVINE, CA 92612 0 � SCE FOR REMOVAL SLOPE FROM MEDIAN FLOWUNE TO GUTTERIJP. SEE GRIND DETAIL, SHEET 26. REDLANDS, CA 92374 (800) 659-9698 � � � g 7 REMOVAL OF EXISTING POWER POLE AND ANCHOR BY OTHERS. CONTRACTOR TO . N/A 22 PROTECT IN PLACE AS NOTED.. LS (gpg) 335_7871 3 z COORDINATE WITH SCE FOR REMOVAL. EMERGENCIES: (800) 427-2200 ADELPHIA � U U �8 REMOVE EXISTING ELECTRICAL PULL BOX. CONTRACTOR TO COORDINATE WITH SCE . 1 EA R23 REMOVE AND REPLACE EXISTING 5' WOOD FENCE.. 125 LF 1205 DUPONT STREET FOR REMOVAL F241 REMOVE AND REPLACE EXISTING LANDSCAPE AND IRRIGATION AS REQUIRED T0. LS FONTANA WATER COMPANY ONTARIO, CA 91761CONSTRUCT IMPROVEMENTS. ATTN: LUIS MONTENEGRO (909) 390-4738 � ARROW RTE. F-91 REMOVE AND REPLACE EXISTING MAIL BOX, AS SHONM, 24 EA 11142 GARVEY AVE. Flo0REMOVE AND REPLACE EXISTING CHAIN LINK FENCE.. x,995 LF25 REMOVE DECORATIVE POWER POLE HEADERS.. 12 EA EL MONlE, CA 91733 VERIZON � SAN BERNARDINO AVE. � C 11 REMOVE AND RECONSTRUCT EXISTING PLANTER WALL AS SHOWN ON DEMOLITION PLAN.. 36 LF 26 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL BOX PER TRAFFIC SIGNAL- PLAN.. 6 EA (6'26) 448-6183 ATTN: TANYA SHINS 27 REMOVE AND RELOCATE EXISTING BUS BENCH, SIGN AND ENCLOSURE AS SHOWN, BY OTHERS.. . N/A 1400 E. PHILLIPS BD. 12 REMOVE EXISTING TREE, 23 EA WCAMONGA VALLEY WATER DIST. ONTARIO, CA 91766 � VALLEY BLVD. C Fl3 REMOVE EXISTING SIGN AND RELOCATE PER SIGNING AND STRIPING PLAN.. _ � 28 REMOVE AND RELOCATE EXISTING ONSITE LIGHT POST AND FOUNDATION.. 1 EA ATTN: MARTY ZUIRBULIS (909) 469-6369 'lw'wlw'wllr'w'w'wl) 29 REMOVAL AND RELOCATION OF -GUIDE WIRES BY OTHERS. CONTRACTOR TO COORDINATE .. . • N/A 10440 ASHFORD ST. 14 ADJUST EXISTING MANHOLE OR CLEAN OUT TO GRADE.. .8 EA NA7H SCE FOR RELOCATION. RANCHO CUCAMONGA, CA 91729 SBC/PAC BELL M FRM 15 ADJUST EXISTING WATER VALVE TO GRADE.. 32 EA 301 REMOVE ALL EXISTING UNDERLYING PCC/AC CONCRETE WITHIN MEDIAN PLANTING AREAS. 1 LS (909) 987-2591 ATTN: SUSAN MORGANir 1265 N. VAN BUREN ST. X180 16 REMOVAL OF EXISTING FIRE HYDRANT AND RELOCA110N PER STREET IMPROVEMENT PLAN. N/A El: REMOVE EXISTING CHAIN LINK FENCE.. 96 LF ANAHEIM, CA 92807 NTSVK�NITY MAPS BY OTHERS. CONTRACTOR TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATION. (714) 666-7401 N.T.S. BASIS OF BEARING: - INDEX SHEETS: - INDEX SHEETS CONT- CENTERLINE OF FOOTHILL BOULEVARD BETWEEN CHERRY AVENUE AND HEMLOCK AVENUE 1. TITLE SHEET 15. PLAN/PROFILE STA. 80+00.00 TO STA. 90+00.00 BEING N89 48'09"W PER RECORD OF SURVEY, RECORDED IN BOOK 59, PAGES 52 THROUGH 2. GENERAL NOTES AND LEGEND 16. STORM DRAIN LATERALS AND CURB RETURN PROFILES 62, RECORDS OF SAN BERNARDINO COUNTY. 3. DEMOU110N STA. 10+00t TO STA. 30+00.00 17. CROSS SECTIONS 4. DEMOU110N STA. 30+00.00 TO STA. 50+00.00 18. CROSS SECTIONS 5. DEMOU110N STA. 50+00.00 TO STA. 70+00.00 19. CROSS SECTIONS _ 6. DEMOLITION STA. 70+00.00 TO STA. 90+00.00 20. CROSS SEC110NS 7. DEMOLITION STA. 90+00.00 TO STA. 100+00.00 21. CROSS SECTIONS BENCH MARK N0. 368 8. PLAN/PROFILE STA. 10+00.00 TO STA. 20+00.00 22. CROSS SECTIONS /� 9. PLAN/PRO LOCATION: LAN/PROFILE STA. 20+00.00 TO STA. 30+00.00 23. CROSS SECTIONS ECORD D �� N V ti CHISELED "X" NORTHEAST CORNER OF � 10. PLAN/PROFILE STA. 30+00.00 TO STA. 40+00.00 24. CROSS SECTIONS ABUTMENT AT FOOTHILL BOULEVARD AND - 11. PLAN/PROFILE STA. 40+00.00 TO STA. 50+00.00 25. CROSS SECTIONS EAST AVENUE. 12. PLAN/PROFILE STA. 50+00.00 TO STA. 60+00.00 26. ALMOND AVENUE PLAN/PROFILEdo CROSS STREET PAVING DETAILS 13. PLAN/PROFILE STA. 60+00.00 TO STA. 70+00.00 27. PLAN STA. 90+00.00 TO STA. 100+00.00 ELEV. 1195.52' 14. PLAN/PROFILE STA. 70+00.00 TO STA. 80+00.00 Underground Service Alert °°"S'R"M°" "°'M ""° °1AN7M �� - � � TKE ENGINEERING, INC. sHouLo coNsrnucTIoN of THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION y M. q�Q� 4446 CENTRAL AVENUE PLAN/PROFiLE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE STREET IMPROVEMENT PLANS Qe yy ¢ RIVERSIDE, CA 92506 DATE OF APPROVAL SHOWN HEREON ow►�w e�': NUMBER BE ISSUED BEFORE A PERMIT TO � �^ � STREET IMPROVEMENTS FOOTHILL BOULEVARD scm EXCAVATE WILL BE VALID Nadyye4 (951) 680-0440 p � AND CARRIED FORTH IN A DILIGENT 811E AS SHOWN FOR YOUR DIG ALERT I.D. NUMBER CALL EV,9-30-08 ERING FAx (951) 680-0490 FMTHI MULEVARD MANNER, THE CIN ENGINEER MAY MMM Br: TITLE SHEET DAM UNDERGROUND SERVICE ALERT ; crrIV �� , ��Zp_o� REQUIRE REVISIONS TO THE PLANS TO TlQt � ; / i ]UNE 2007 TOLL FREE 1-800-227-2600 � � cN.�� EAST AVENUE TO CHERRY AVENUE BRING THEM INTO CONFORMANCE WITH �M By; APPRIM eY; � DAM �� ML TERRY M. RENNER C.E. No. 69984 CONDI110NS AND STANDARDS IN EFFECT. L/ 6�2 � lo -7 4281x/TVYO WaRKING DAYS BEFORE YOU DIG may, �� Pnorr o�� ac,�. an o�� EXPIRES:9-30-08 'Ply �, �� g11� KE JOB A 101-18