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Home My WebLink About5192-1GENERAL NOTES: 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTMA STANDARD PLANS, THE CONTRA... f PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN ]OOK"). ALL REFERENCE SPECIFICA' ,1 )NS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED: 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMEN'S THAT CAN NOT BE RESOLVED BY- n- EFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OFTHE CITY EXiINEER. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHAL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMIT. CALL (909) 350-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED INS THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UX.ESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICA)ES, DELINEATORS OR OTHER TRAFF] p CONTROL DEVICES AT ALL TIMES. 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR 0-R EATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN IEPTH SHALL BE GUARDED BY SHORIN i, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS (F THE DIVISION OF INDUSTRIAL SAFE ' OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHA LL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GR TND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY VITHOUT OBTAINING A SEPARATE PERI T FOR THAT PURPOSE. 10 THE LOCATIONS OF (ITILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABL] INFORMATION, HOWEVER, IT SHALL B THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE. IN THE FIELD, THE TRUE IOCATION AND ELEVATION OF ANY EXE 'ING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CON'RACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T( AS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATON, DOMESTIC WATER, RECLAIMED WI ER, SEWER, STORM DRAIN. FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHAL, BE GIVEN TWO WORKING DAYS NOTIC : PRIOR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VANES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY F(R VALVE OPERATION AND WATER REQUIREMENTS. 13 CURVE DATA REFERS TO THE FACE OF CURB. 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOD. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION (F BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MCNIUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY M$NUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES .T ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERiENCY 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 SUSTAINED WIND VELOCITES EXCEED 25 MILES PER HOUR. 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBIIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OFWAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN l,PPROVAL. 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INFECTOR 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TCOBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERM'IING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTRING OR LEAVING IMPROVEMENTS. 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROrED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH T( MATCH EXISTING CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR T( PAVING OF STREETS. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR 0 PLACEMENT. 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION IND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTJRAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL VON COMPLETION OF ROUGH GRADING. 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TCFINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, SRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIIEWALKS AFFECTED BY THE CONSTRUCTION TO THE SA TISFACTION OF THE CITY ENGINEER 36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD ORAWINGS TO THE CITY ENGINEER CITY OF FONTANA STREET IMPROVEMENT PLAN 8254 EMERALD AVENUE LEGEND: PROP. AC PAVEMENT REMOVE EXISTING AC PAVEMENT OVERLAY EXISTING AC PAVEMENT [ ] INDICATES FUTURE ELEVATION ( INDICATES EXISTING ELEVATION CENTERLINE RIGHT OF WAY LINE EXISTING IMPROVEMENTS (100 } EXSITING CONTOUR LINE STREET LIGHTS 9500 LUMEN DIRECTION OF FLOW CITY OF FONTANA UTLITY NOTIFICATION LIST CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA 92335 909-350-8632 SO. CALIFORNIA GAS CO. 1981 W. LAGUNA AVE. REDLANDS, CA 92374 909-335-7547 SO.CALIFORNIA EDISON CO. 300 N. PEPPER AVE. RIALTO, CA, 92376 909-820-5568 -UNDERGROUND 909-875-5100 - TRANSMISSION 213-637-1233 - PIPELINES 909-357-8505 - DISTRIBUTION 800-422-1133 FONTANA WATER COMPANY ATTEN: MICHAEL J. MCGRAW 8440 NUEVO AVENUE FONTANA, CA 92235 909-822-2201 UNDERGROUND SERVICE ALERT 800-423-7133 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIRE MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 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 WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR NE ENGINEER. DIAL BEFORE YOU DIG TOLL FREE A PUBLIC SERVICE BY RT TWO WORKING )DAYS BEFORE YOU DIG 1-800-227-2600 UNDERGROUND SERVICE ALERT UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 8254 EMERALD AVE. IVY AVE. Sheet 2 LL1 0 c� z 17 5 UPLAND AVE. Scale: 1=200' INDEX MAP 8254 Emerald Ave. GRIND 0.10 FT MIN. EXISTING A.C. PAVEMENT AND OVERLAY 0.10 FT. MIN. 1'-4" MIN. 5' MIN. x7/77 =11111111111 1I 1 11 1 IIII1III111I EXISTING PAVEMEN'r DETAIL "A" NO SCALE SAWCUT AND REMOVE EXISTING PAVEMENT REMOVE EXISTING A.C. DIKE WHERE APPLICABLE REMOVE REDWOOD HEADER WHERE APPLICABLE NEW PAVEMENT CONSTRUCTION NOTES ASND QUANTITIES: ITEM DESCRIPTION QUANTITY UNIT Ol CONSTRUCT MIN. 4" A.C. PAVEMENT OVER 12" OF '95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BE RECOMMENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING 350 S.F. 0 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FOINTANA STE. NO. 1000 95 L.F. 0 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 (W=4 FEET) 500 S.F. 0 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 316 S.F. CDiREMOVE EXISTING CURB OR CURB AND GUTTER 95 L.F. ® GRIND AND OVERLAY 0.1' MIN A.C. PER DETAIL "A" OF SHEET 1 99 L.F. ® CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002. (W=12 FEET) 2 EA. 0 RELOCATE AND ADJUST WATER METER TO GRADE (BY OTHERS) 1 EA. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 8254 EMERALD AVE. IVY AVE. Sheet 2 LL1 0 c� z 17 5 UPLAND AVE. Scale: 1=200' INDEX MAP 8254 Emerald Ave. GRIND 0.10 FT MIN. EXISTING A.C. PAVEMENT AND OVERLAY 0.10 FT. MIN. 1'-4" MIN. 5' MIN. x7/77 =11111111111 1I 1 11 1 IIII1III111I EXISTING PAVEMEN'r DETAIL "A" NO SCALE SAWCUT AND REMOVE EXISTING PAVEMENT REMOVE EXISTING A.C. DIKE WHERE APPLICABLE REMOVE REDWOOD HEADER WHERE APPLICABLE NEW PAVEMENT NOTE: FOR EMERALD AVE TYPICAL SECTIONS SEE SHEET 2 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMM=NCE WITHIN TWO YEARS OF THE DATE OF APPPOVAL SHOWN HEREON AND CARRIED FORTH IN A DLIGENT MANNER, THE CITY ENGINEER MAY REQUIR: REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Prepared Under The Supervisiorn Of : eorge A. Castill No. 47127 REN. 12-31-15 • ate : /ZZ•/$ ./c - ORCE CASTILLO R.C.E. 47127 DRAWN BY: Lp DESIGNED BY: GAC CHECKED BY: CITY OF FONTANA, CALIFORNIA INDEX SHEET 254 E AP; RO ED B ALD AVE. / • ITY ENGINEER SCALE: As Noted DATE` `_(i` y R.C.E. 511571 DATE: 12/18/2014 DRAWING NO.: 5192 1 CONSTRUCTION NOTES ASND QUANTITIES: ITEM DESCRIPTION QUANTITY UNIT Ol CONSTRUCT MIN. 4" A.C. PAVEMENT OVER 12" OF '95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BE RECOMMENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING 350 S.F. 0 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FOINTANA STE. NO. 1000 95 L.F. 0 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 (W=4 FEET) 500 S.F. 0 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 316 S.F. CDiREMOVE EXISTING CURB OR CURB AND GUTTER 95 L.F. ® GRIND AND OVERLAY 0.1' MIN A.C. PER DETAIL "A" OF SHEET 1 99 L.F. ® CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002. (W=12 FEET) 2 EA. 0 RELOCATE AND ADJUST WATER METER TO GRADE (BY OTHERS) 1 EA. NOTE: FOR EMERALD AVE TYPICAL SECTIONS SEE SHEET 2 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMM=NCE WITHIN TWO YEARS OF THE DATE OF APPPOVAL SHOWN HEREON AND CARRIED FORTH IN A DLIGENT MANNER, THE CITY ENGINEER MAY REQUIR: REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Prepared Under The Supervisiorn Of : eorge A. Castill No. 47127 REN. 12-31-15 • ate : /ZZ•/$ ./c - ORCE CASTILLO R.C.E. 47127 DRAWN BY: Lp DESIGNED BY: GAC CHECKED BY: CITY OF FONTANA, CALIFORNIA INDEX SHEET 254 E AP; RO ED B ALD AVE. / • ITY ENGINEER SCALE: As Noted DATE` `_(i` y R.C.E. 511571 DATE: 12/18/2014 DRAWING NO.: 5192 1