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Home My WebLink About2362-1GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICAIONS DATED 1975, AND ANY REVISION THEREAFTER, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT/ENGINEERING PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. ASPHALT 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGAION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. (BY OTHERS) 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 15. PAVEMENT SECTION QUANTITIES (5" A.C.) ARE FOR BIDDING PURPOSES ONLY, THE ACTUAL PAVEMENT THICKNESS TO BE DETERMINED IN FIELD BY SOILS ENGINEER. 16. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 19. STERILANT REQUIRED UNDER ALL AC PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. (BY OTHERS) 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 29. "AS BUILT' DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 800-422-4133 IT'S THE LAW ! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG! TO EXCAVATING o Q� GA L UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 RECONSTRUCTION PROJECT CITRUS AVENUE FROM WHITI RAM COURT TO FOOTHILL BOULEVARD ca U Arrow Vi Vi Dorsey � Citrus t Avenue 1 � I I 1 1 1 1II 1 t �-------------�-_ -----------� _---___��L J`y- L1._��---- -- ----- `--------'-_-----_-- --------------- 1, ( m co Whittram Oronge Avenue Court Court Boulevard V Q SHEET 2 < l LO a C) M Cherimoya Ivy Avenue o0 ----------- Citrus Avenue - -------r--------------ass----a-------- -------------------- ) � � - --------------- W % z Owen Up/and Ivy Avenue 0 Q Street Avenue o C SHEET 3 PROJECT INDEX MAP FOR CITRUS AVENUE, ESTIMATE OF QUANTITIES ITEM NO. SEWER QUANTITY UNIT ITEM N� NO DESCRIPTION QUANTITY UNIT ITEM N� DESCRIPTION QUANTITY UNIT SEGMENT N0. 1 - f 90' S/0 WHITfRAM COURT TO ARROW BOULEVARD SEGMENT N0. 2 -ARROW BOULEVARD TO FOOTHILL BOULEVARD FUTURE WORK AREAS - WHITfRAM COURT TO FOOTHILL BOULEVARD OCONSTRUCT 5" AC PAVEMENT OVER 12" NATIVE (95% RELATIVE COMPACTION) 1,738 TON O CONSTRUCT 5" AC PAVEMENT OVER 12" NATIVE (95% RELATIVE COMPACTION) 831 TON � O CONSTRUCT 5" AC PAVEMENT OVER 12" NATIVE (95% RELATIVE COMPACTION) 1,132 TON O2 CONSTRUCT 8" AC DIKE WITH DRIVEWAY DEPRESSION 0 LF O2 CONSTRUCT 8" AC DIKE WITH DRIVEWAY DEPRESSION 0 LF O2 CONSTRUCT 8" AC DIKE WITH DRIVEWAY DEPRESSION 0 LF O3 SAWCUT ASPHALT PAVEMENT 2,182 LF O3 SAWCUT ASPHALT PAVEMENT 1,315 LF O3 SAWCUT ASPHALT PAVEMENT 4,100 LF O4 REMOVE EXISTING AC PAVEMENT 54,111 SF O4 REMOVE EXISTING AC PAVEMENT 24,668 SF O4 REMOVE EXISTING AC PAVEMENT 34,300 SF O5 COLD MILL EXISTING ASPHALT PAVEMENT (1") 4,364 SF O5 COLD MILL EXISTING ASPHALT PAVEMENT (1") 2,630 SF O5 COLD MILL EXISTING ASPHALT PAVEMENT (1") 8,130 SF O6 ADJUST EXISTING MANHOLE TO GRADE 1 EACH O6 ADJUST EXISTING MANHOLE TO GRADE 0 EACH O6 ADJUST EXISTING MANHOLE TO GRADE 0 EACH O7 ADJUST EXISTING WATER VALVE TO GRADE (BY OTHERS) 16 EACH 7O ADJUST EXISTING WATER VALVE TO GRADE (BY OTHERS) 0 EACH O7 ADJUST EXISTING WATER VALVE TO GRADE (BY OTHERS) 0 EACH OS REPLACE EXISTING TRAFFIC SIGNAL LOOPS 12 EACH 8U REPLACE EXISTING TRAFFIC SIGNAL LOOPS 0 EACH OS REPLACE EXISTING TRAFFIC SIGNAL LOOPS 0 EACH PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 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 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. REV. I REVISION DESCRIPTION DATE I ENGR. I CITY I DATE PREPARED UNDER THE SUPERVISION OF: 9/13/95 Jimmy W. SIMS DATE �oFEss JIMMY W. SIMS No. 35458 * Exp. 9-30-99 s�qr CIVIL F OF CP�F I,ff Korve 1 Engineering DRAWN 8Y: CITY BID # SB - CITY OF FONTANA SAN BERNARDINO COUNTY, CALIFORNIA FOOTHIL __ SEWER SOUTHERN CALIFORNIA GAS CO. BLVD. 1981 WEST LUGONIA ST. Rj REDLANDS, CA. P.O. BOX 518 (909) 335-7547 Li LL_i CONTACT: DENNIS FREEMAN (909) 350-7610 ARROW BLVD. ITTRAM CT. MERRILL AVE. PROJECT LOCATION RANDALL AVE. O� SAN BERNA DINO AVE. MALLORY DR. MARYGO D AVE. cn ry - Q D w cn 00� � U � Q w cy- w a_ � fy VALLEY W o � 0 Z � W Cf) �o VICINITY MAP T.S UTILITIES N NOTICE TO CONTRACTOR: UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN CONSTRUCTED. CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS FOR VERIFICATION OF ANY NEW CONSTRUCTION. ELECTRICITY TELEPHONE SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 7951 REDWOOD 3073 ADAMS ST. FONTANA, CA 92336 RIVERSIDE, CA. 92504 (909) 357-6223 (909) 359-2535 CONTACT: FRAN STEWART CONTACT: THOM YORK GAS SEWER SOUTHERN CALIFORNIA GAS CO. CITY OF FONTANA 1981 WEST LUGONIA ST. 8353 SIERRA AVENUE REDLANDS, CA. P.O. BOX 518 (909) 335-7547 FONTANA, CA. 92335 CONTACT: DENNIS FREEMAN (909) 350-7610 BLVD. WASHINGTON DR. �o VICINITY MAP T.S UTILITIES N NOTICE TO CONTRACTOR: UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN CONSTRUCTED. CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS FOR VERIFICATION OF ANY NEW CONSTRUCTION. ELECTRICITY TELEPHONE SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 7951 REDWOOD 3073 ADAMS ST. FONTANA, CA 92336 RIVERSIDE, CA. 92504 (909) 357-6223 (909) 359-2535 CONTACT: FRAN STEWART CONTACT: THOM YORK GAS SEWER SOUTHERN CALIFORNIA GAS CO. CITY OF FONTANA 1981 WEST LUGONIA ST. 8353 SIERRA AVENUE REDLANDS, CA. P.O. BOX 518 (909) 335-7547 FONTANA, CA. 92335 CONTACT: DENNIS FREEMAN (909) 350-7610 WATER CATV FONTANA WATER COMPANY COMCAST CABLE TV 16803 SPRING ST. 1205 DUPONT AV. FONTANA, CA 92335 ONTARIO, CA 91761 (909) 822-2201 (909) 9,88-2985 CONTACT: AL KROHN CONTACT: JACK HAYES JLP 290 North 'D' Street, Suite 504 San Bernardino, CA 92401 DESIGNED BY: (909) 884-4777 (909) 884-2277 Fax MAK KORVE File Name: 95041 -CT Korve Job No.: 595041x0 CHECKED BY: Last Date Rev: 9/11/95 Last Print Date: 9/11/95 1 JWS CIN OF FONTANA, CALIFORNIA ASPHALT RECONSTRUCTION PLAN CITRUS AVENUE WHITTRAM CT. TO FOOTHILL BLVD. APPROVED BY: 25126 CITY ENGINEER R.C.E. NOT FOR CONSTRUCTION SCALE: NO SCALE DATE: 9/11/95 DRAWING NO.: 2362 1 A