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HomeMy WebLinkAbout5110-1February 03, 2015 AEUSER2 1- C) -J 0 GENERAL NOTES 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 CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN ', THE CONTRACTOR SHALL 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 DMSION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER 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 DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CAUFORNTA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL FOR GROUND MOMENT EXISTS. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, R SMALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR 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 TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALF. 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 SHALE. COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR 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 NOTED. 15. ADEQUATE CONSTRUCTION CONTROL. STAKES SIS 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 OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED 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 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 AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN TIME 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 SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY CVRING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SI-LALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN 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 UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQ TEMPORARY NON -SLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED 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 TO 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 HAVE BEEN PUKED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. 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 THICKNESS OF AC. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES STALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. or OF FONTANkUTILITY NOTIFICATION LIST CITY OF FONTANA 835 SIERRA AVE FOWANA, CA 92335 (901) 350-6632 S0. CALIF. GAS COMPANY 198 W. LUGONIA AVE REDANDS, CA 92374 (900 335-7967 EMEGENCIES: (800) 427-2200 S0. CALIF. EDISON COMPANY 300N. PEPPER AVE RLAL'O, CA 92376 i90! 820-5598 - UNDERGROUND 901 875-5100 - TRANSMISSION 21 ' 637-1233 - PIPELINES 901 357-6505 - DISTRIBUTION UNIIRGROUND SERVICE ALERT (801) 422-4133 FOWANA WATER COMPANY 159;6 ARROW BOULEVARD FOWANA, CA 92335 (909 822-2201 LEOND: AT&T 22311 BROOKHURST ST SUITE 203 HUNTINGTON BEACH, CA 92646 (714) 963-7964 SPRINT 2592 DUPONT DR IRVINE, CA 92612 (800) 659-9698 TIME WARNER CABLE 1500 AUTO CENTER DR ONTARIO, CA 91761 (909) 975-3439 SUNESYS, LLC 1325 PICO ST 1 106 CORONA, CA 92881 (951) 278-0400 INDICATES PROPOSED AC. PAVEMENT INDICATES CENTERLINE INDICATES RIGHT-OF-WAY LINE - -- - INDICATES EXISTING IMPROVEMENTS -OW- INDICATES EXE CONTOUR LINE °°C STREET LIGHTS DIRECTION OF FLOW L1A. A. LIMITED USE AREA L.I.C. LENGTH ON CURVE L.I.S. UNE OF SIGHT SOILS ENGINEER SOILS SOUTHWEST, INC. 897 VIA LATA, SUITE N COLTON, CA 92324 TEL (909) 370-0474 DEVELOPER STRATHAM HOMES, INC. 2201 DUPONT DRIVE, SUITE 300 IRVINE, CA 92612 TEL (949) 833-1554 PRVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOVN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THEE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO HAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALJGNME NT AND/OR GRADE OF HE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRE© TO TAKE DUE PREAUTIONARY MEASURES TO PROTECT ANY UTIUTY LINES SHOWN AND ANY OTHER UNE NOT ON RECORD OR NOT SHOWN ON THESE PLANS. COMTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED COMTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLD AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ITNSTRUCTlON OF THE PROJECT, INCLUM THE SAFETY OF ALL PERSONS AND PRO'. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AICD NOISE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGRMES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WOIiC ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF HE DESIGN PROFESSIONAL. (JM(TIIORIZED CHANCES 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 PLATS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CITY OF FONTANA STREET IMPROVEMENT PLANS FOR TRACT NO. 18825 •t\ 4 ;tib 6.1 DUMAN CANYON ROAD FUTURE SUMMIT AVENUE FOR URA F, VICINITY MAP NTS 6. THE QUANTMES SHOWN HEREON ARE ESTIMATES CtItY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. ICOMSTRUCTION NOTES CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 90X COMPACTED NATIVE SUBGRAIE (SEE GENEML. NOTE 31 & 32) 2,068 TON CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 4,949 LF • :Sf'i: PROJECT LOCATION QUANTITY CONSTRUCT PGC GROSS GUTTER AND swim. PER CITY STD PLAN NO. 4V3, W 3,044 SF CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5' 20,550 SF NOT USED ON THIS PLAN CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=16' UNLESS NOTED OTHERWISE 8,880 SF CONSTRUCT LOCAL DEPRESSON PER OTY STD. PLAN NO. 3003 (CASE SHOWN ON PLAN. 1 EA NOT USED ON THIS PLAN INSTALL 5800 LUMEN HPSY (70 WATT; 17) LUMINAIRE PER CITY STD. PLAN NO. 404, SEE STREET LIGHT PLAN 14 EA INSTALL STOP SIGN PER CITY SM. PLAN NO. 401/3 5 EA 7 EA ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY SID. PLAN 2000 11 EA CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 100 10 EA INSTALL STOP BAR AND LEGEND STRIPING PER CA MUTCD 5 EA INSTALL Slittti MME SIGN PER CITY SID PLAN NO 4003. CONSTRICTION NOTES 5 & 8 ARE ONLY USED ON TR. NO. 1Ik25-1 STREET IMMOVEMENT PLANS & NOT MIS PLAN. Riff 64' .32' 32' LOCALSTIMP 64! MESSINA STREET) FLORENTINT MINK CalBALD1 WAY & PAPER BM LANE 11 4.5 NTS 30' 60' .30' CONSTRUCTION STAKING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF ALLARD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATED WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 TITLE SHEET GARlaiLDI WAY FLORENTINE AVENUE DANTE PLACE & PAPER BIRCH LANE MESSINA & LUCIA LANE LOCAL STREET- 60' LUCIA LAN4 DANTE ma, PAPER BIRCH IANE GVIBALDI WAY 11 4.5 NTS DIAL BEFORE YOU DIG TOLL FREE RT TWO WORK I NG )DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV MY - REVISION DESCRPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REWIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENCPCER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDMONS AND STANDARDS IN EFFECT PREPARED FOR: STRATHAM HOMES, INC 2201 DUPONT DRIVE, SUITE 300 IRVINE, CA 92612 TEL (949) 833-1554 BASIS OF BEARINGS. THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIN OF THE SOUTHEAST QUARTER OF SECTION 10, T1N., R5W., S.B.M. AS SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION = 1428.61192 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 56-cp 5 Fax (909) 356-1795 (909) (expires 6/30/2016) CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: HMG/DBW DESIGNED BY: TITLE SHEIT TRACT 18825 OTS 1-7 SCALE: AS NOTED DATE: February, 2015 CHECKED BY: JAB APP BY: CITY ENGINEER TE: R.C.E. 51152 5110