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Home My WebLink About3485-1ARROW ROLITf SITE PROJECLI" WA ORANGE MERRILL AVE LU STREET > RANDALL AVE SAN BERNARDINO AVE VALLEY BLVD. < U 0 ILI I Lu CD A I NTER5TATE 10 VICINI TY MAP THOMAS BROS. GUIDE PACE 604, REF. E-5 NTS UTUTIE,5: WATER COMPANY FONTANA WATER CO. 8440 NUEVO AVENUE fONTANA, CA 92334 (909) 822-2201 5_WAGf_ D15i'05AL ONSITE ;QEF TIC ELL-CTKIC SOUTHERN CALIFORNIA EDISON 287 TENNESSEE 5TREFT F,'EDLAND5, CA 92373 (909 307-6747 GAS Tilf GAS COMPANY 1981 W. LUGONIA AVF. RfF)LANID5, CA 92374 -9720 (909) 335--71347 TELEPHONE PACIFIC BF -1-1 TffLEPH0NF_ CO. ATTN: iOf_L FANNAIJUR 3939 P CORONADO ST. ANAHEIM CA 92807 (7 1 -1) C Gi; -5 5 34 CABLE COMCA5T CA7511 1205 DUPONT ST. ONTARIO, CA 917C, 1 (909) 390-3 1 1 1 ILI 7-OLL FRE I '%Wmmpp- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ME REVISION DESCRIPTION 11'4,.,w'ITRUS AVE: APN 0193-014-21 CON5TRUCTION NOTE5/E5TIMATE5 Of QUANTITIES* OREViOVEEX151INGCIJRB�(;Ul-"TER . . . I .. I I — . . 1 .4(5 L.F. 0 IN5TALL SIDEWALK PER, CITY STD. 10 15 'cloo SF REMOVE EXISTING SIDEWALK .254 Sf IN51-ALL DRIVEWAY APPROACH PER CITY STD. 1 02 -C (W=25') 339 5f (D REMOVE EM5TING DRIVEWAY AFFROACH. I EA INSTALL SIDEWALK DRAIN PER CITY 5TD. 124--A (51ZE 2) . . . . . . . . .I LA IN51-ALL. CURB � GUTTER PER CITY5TD 1003 25 Lf SAW CUT EXIST A.C. PAVING, 73 Lf (DF\'EMOVF EX15T, AC PAVING � REPLACE WITH FULL DEPTH AC PAVING 71 5f 0 PROP05ED GRATED INLET PER SEP. PLAN J EA (D INSTALL 8" CURB � GUTTER PER FONTANA STD. 1003 . . . . . . .1 1 L.F. *ESTIMATE FOR BONDING PURPOSES ONLY, CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES. FRIVATE ENGINEEK5 NOTE5 TO CONTRACTOR, THE EXISTENCE AND LOCATION Of ANY UNDERGROUND UTILITY FIFE5, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH Of THE AVAILABLE CITY/COUNTY RECORDS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR fUKTHER, A55UMF5 ALL LIABILITYANP RE5PON5IBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES 511OWN OR NOT SHOWN ON THESE DRAWI N65. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS) DURING THE COURSE Of CONSTRUCTION Of TH15 PROJECT, INCLUDING SAfTEY Of ALL FIEP15ON5 AND f1p,C)FERTY; THAT T1115 REQUIREMENT 511ALL APPLYCONTINUOU,15LY AND NOT Of LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNITY AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE- PEP\fOPI\/iANCF-- OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE 501-E NEGLIGENCE Of THE OWNER OR THE ENGINEER. PAVING LEGEND REMOVE EX115T, FCC FROF05ED FCC _'5AA/ PROPOSED FULL DEPTH AC PAVING DATE I ENGR, I CITY I DATE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY' OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON5TRUCTION ("GREEN 500K'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL 13E THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RE50LVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK,` THE CONTRACTOR 5HALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY Of FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIV15ION PRIOR TO THE START Of ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PPIOR, 1-0 THE START Of ANY WORK IN PUBLIC RIGHT -OF --WAY WITHIN THE CITY LIMITS. CALL (909) 350-761 O. 5. THE CONTRACTOR SHALL CONFORM 1-0 ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE Of CALIFORNIA MANUAL Of TRAFFIC CONTROLS, LATE5TNON METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. G, IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAP FIG CONTROL DEVICES AT ALL TIMES. 7, THE CONTRACTOR 511ALL OBTAIN A PERI\AIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE PIV15ION Of INDUSTRIAL SAFETY. 5. -"['HE WALL5 AND FACES Of ALL EXCAVATIONS GRE-ATER, THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING Of THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS Of THE DIV15ION Of INDUSTRIAL 5Af[-TY OF THE STATE Of CALIFORNIA. TRENCHF-5 LF -55 THAN fIVE, (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT, 9, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT Of WAY WITHOUT OBTAINING A SEPARATE, PERMIT FOR THAT PURF051--_-. 10. THE LOCATIONS Of UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT' SHALL BE THE KESPON51BILITY Of THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE- LOCATION AND ELEVATION Of ANY EXISTING UTILITIES, AND THE EYERC15E PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 600-227 -2G00 TWO WORKING DAYS BEFORE EXCAVATION. 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING,, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, 5EWEK, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE, ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. f 3. CURVE DATA REfER5 TO THE FACE Of CURB. 14, STATIONING REfEP\5 TO THE CENTERLINE Of 5TREE-T5 EXCEPT WHERE OTHERW15E NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE -9F-.T BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RE5PON5115LE FOR THE I`Rf``)ERVATION Of BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I G. THE CONTRACTOR 5HALI NOT DISTURB EX15TING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT Of EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENT5, I\/jONUME-NT TIES AND BENCH MARKS, SHALL BE DONE BY REGISTERED CIVIL ENGINEER OR, LICEN5ED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT Of THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE E5TABLI-9HED FOR LATER REPLACEMENT Of THE, MONUMENT. 16. THE CONTRACTOR SHALL MAINTAIN ACCE-55 FOR LOCAL KE51DENT5 AND BU5INE55E5 AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN 1 -1 -IF CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS Of DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN 5U5TAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 2 1. THE CONTRACTOR SHALL NOT CAL)5F ANY EXCAVATED MATERIAL, MUD, SILT OR, DEBRIS) TO BE DEP051-TLD ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT Of WAY DURING CONSTRUCTION WITHOUT PRIOR, WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT FRIOP, APPROVAL Of THE CITY IN5FECTOK. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL_ COMPACTION. FAILURE TOOBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING Of THAT PORTION Of THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED. 24CARE 51-IOIJI-D BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALE5 FROM UNDERMINING STREET IMPRC)VEMENT5, UPON INSPECTION Of THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODEADLE 5WALE5 ENTERING OR LEAVING IMPROVEMENT5, 25, THE FINAL LOCATION AND WIDTH Of DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIMES Of CONSTRUCTION AND SHALL CONFORM TO THE CITY Of FONTANA STANDARD DETAILS. 26. ALL EXP05EE) CONCRETE SURFACES 5HALL CONFORM IN GRADE-, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27+ THE 5EWER, CONTRACTOR 'SHALL STAMP AND "5" IN THE FACE Of THE CURS AT THE LOCATION Of THE SEVA-F, LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING Of STREETS. 30. APPROVED5011L 5TERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT, 3 1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL.. Of THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION Of ROUGH GRADING. 32. ACTUAL THICKNE55 Of A.C. PAVEMENT AND/OR BASE COUR5E MATERIAL FOR 5TRUCTUKAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY Of FONTANA Of APPROVAL UPON COMPLETION Of ROUGH GRADING, 33: ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION Of PAVING. 34, UPON COMPLETION Of CON5TRUCTION, CONTRACTOR SHALL RE5TORE ALL 51GNING. 5TPIFINGBARRICADES, , AR, ICADE5, AN» OTHER lRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY` TP,AFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE- 5AT15FACTION Of THE CITY ENGINEER. 3G. A5 --BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER Of RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. m MR SCALE: AS 51HOWN DATE;