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Home My WebLink About4374-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PRO VISIONS AND THE STANDARD SPECIF/CA TIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPEC/FICA TIONS AND STANDARDS SHALL BE THE LA TEST EDI TION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THA T CAN NOT BE RESOL VED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIA TEL Y REPORT SAID CONFLICT TO THE CITY ENG/NEER FOR RESOLUTION. J. 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 DI VISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINA TION SHALL BE REQUESTED A T LEAST TWO WORK/NG DA YS PRIOR TO THE START OF AN Y WORK /N PURL /C RIGHT -OF- WA Y WI THIN 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 NDN -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. i 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 EXCAVAT/DNS GREATER I THAN FIVE (5) FEET IN DEPTH SHALL B GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQU/RE! 'fjVTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAT FIVE !J) FEET SHALL ALSO FE GUARDED WHEN THE POTENTIAL EX/STS FOR GROUND MOVEMENT. C NO MATERIAL OR EQUIPEMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPERATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, /N THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EX/STING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERV/CE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCT/ON 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 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 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 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 OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXIST/NG SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCT/ON SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENG/NEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ES'TABL !SHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROWOE AND MAINTAIN AN EFFECT/VE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WA TERING, 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 MATER/AL, MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PR/OR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORT/ON 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 ENG/NEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL L OCA TION 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. T 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 0 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. J 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. v •L 31. PAVEMENT STRUCTURAL SECT/ONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE m CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. E 32. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATER/AL FOR STRUCTURAL STREET SECTIONS C5 SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING C) f o v N N 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FINISH GRADE BY THE 0 o PAVING CONTRACTOR UPON COMPLETION OF PAVINGCu 0 0 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGN/NG, STRIPING, BARRICADES, o AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. w� �o o 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY a THE CONSTRUCTION TO THE SATISFACT/ON OF THE CITY ENG/NEER. 0 MU_ 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL 0 PROVIDE RECORD DRAWINGS TO THE CITY ENG/NEER. 0 � (0 U� �N L- CN •' o • 0 CITY OF FONTANA STREET IMPROVEMENT PLANS TRACT N0. 168 73 0 30 60 120 180 240 SCALE: 1" = 60' i� TOLL FREE 1-800-227-2600 rn 2.65 MI WEST OF SIERRA AVE. 0 o A PUBLIC SERVICE BY Z N UNDERGROUND SERVICE ALERT w ELEVATION: # 1428.609 J Ex REVISION VIENK-,,. LANE NOTE Y;E TO CONACinTOR: ------ _ - 00 . ............................................ �-N�FT d �- CONTFACTOR AGREES THAT HE Sh;:.wLL ASSUME SOLE AND COMPL": •TE RESPONSIBIL, Tv FOR ,. 'OB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIC; CF T; <: S PRO- ; : _ CT, INCLUDING SAFETY OF ALL PEQSONS AND PROPERTY.- THAI'- ► :'!S REC ..�IREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO i ';}�; 44AL WO:�,'KING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNi :,.ND HC:.D THE OWNER AND THE ENG;NEER HARMLESS FRC:14 ANY AND ALL L !-� `�ILITY, PE=AL OR ALLEGED, IN CONNECTION WITH Th,` • PERFORkANCE OF WORK ON THIS ?ROJECT, EXCEPTING FOR LIAB'LI TY ARISING �.R011•,' THE . SOLE i ,!EGLI GENCE OF THE OWNER OR THE ENr'INEER.. THE EXISTENCE AND LOCATION OF A; JY UNDERGROUND UTILITIES OR TRU-..TUB ..'s SHOWN ON THESE PLANS ARE OBTAINED E A SEARCH OF AVAILABLE k;- )Ru. TO THE BEST OF OUR KNOWLEDGE, 7,- RE ARE NO EXISTING UTILITIES' -PT THOSE SHOWN ON THESE ,-ANS. THE CUNTRACTOR IS REGJIRE TO TAi I 1 !_ PREAUTIONARY MEASURES TO P=?OTECT THE U7 TIES SHOWN, .SND AN'," rHt. LINES OR STRUCTURES r�:."JT SHC ' -`N ON THEyE PLANS AND S RESPONSIE 7 FOt-: THE PROTECTION OF OR ANY DA.: AGE TO TH.1=SE LINES OR STRUCTURES. ALL REIHiNING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR 'EFERENCE ONLY .ND ARE TO BE CONST'?UCTED PER SEPARATE PERMIT. - CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND Sh:ALL REPORT ALL DISCREPANC,'E.S TO THE ENGINEER PRIOR TO COMMEN,- 0vt' �= "T OF WORK. DATE I ENGR.1 CITY DA -1 . /!?Evis& eaonr ro o1140c7 oeai,vecS' ba/c( Lo W PL oW TNR 8,10-1eE;rtWr1V (SWA L 91 1►r'1 •Il A4DOLoC , NAO ASSO • 9302 )01T1'S9aRGR APE., &/fr& 230 RA,VCNO C aC,d A4 oiVCA G4 9/750 \X k.� r&L. 8/ -632 'e bzLL L •/WA'rsgm 9C5 3663 . ECR. G/370112 mss:;: • ��:�-. .. - SHOULD 0 "..'ASTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CC)MME, "F WITFIN TWO YEARS OF THE DATE OF AP�RC `• AL SHOWN HF..REON AND NOT BE CARRIED FORTH IN a DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS T O THE PLANS TO b,^'NG THEM INTO CONFORMANCE WITH C(_.'NDITIONS AND STANDAR; S IN EFFECT. /::QROFESS/pN�\\ v w a NO. 58020 m � Expires 06/30/08 � �II�F i v � �-FO0 \��,OF DqL\ VICINITY MAP N.T.S. T3S R1W SECTION 15 CONSTRUCTION NOTES 0- CONSTRUCT 4" (MIN.) AC PAVEMENT OVER 12" (MIN.) NATIVE MATERIAL COMPACTED (957) �- CONSTRUCT ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 3 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STC . DETAIL 1000 4 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 (W=8') 5 REMOVE BARRICADE 66 - APPLY 4" WIDE PARKING STRIPPING LINES 7 CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL 1003 R/W L- PAD )?21" 12% MAX. �C�C�L 2% MIN. 9" 12" Lq NO LO 0.048 Cu. Yd. Per un Ft. ROLLED CURB & GUTTER NTS 26' ROLLED CURB 4% MAX & GUTTER RALPH LANE, LINDA WAY, COMO WAY EAST AND WEST T1=5.5, NTS PROJECT SITE SIERRA AVE SIERRA AVE QUANTITIES 41,114 BENCH MARK: # 8-17 BASIS OF BEARINGS: CD I DIAL TWO WORKING A BRASS IN THE 622 L.F. 9 ,rAP THE BRG. N089659'31"E CCD BEFORE DAYS BEFORE CONCRE 1E BASE OF THE SOUTH ALONG THE CL AVE N YOU DIG YOU DIG LEG OF AN SCE TOWER 343' .SUMMIT AS SHOWN ON TR. N0. RCE 5 0 EXP. 6/30/08 DATE PAUL UDDLESTON JR.` NORTH OF HIGHLAND 0.2 MI 16427-1, M.B. 296/7-11. U WEST OF SAN SEVAINE RD i� TOLL FREE 1-800-227-2600 rn 2.65 MI WEST OF SIERRA AVE. 0 o A PUBLIC SERVICE BY Z N UNDERGROUND SERVICE ALERT w ELEVATION: # 1428.609 J Ex REVISION VIENK-,,. LANE NOTE Y;E TO CONACinTOR: ------ _ - 00 . ............................................ �-N�FT d �- CONTFACTOR AGREES THAT HE Sh;:.wLL ASSUME SOLE AND COMPL": •TE RESPONSIBIL, Tv FOR ,. 'OB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIC; CF T; <: S PRO- ; : _ CT, INCLUDING SAFETY OF ALL PEQSONS AND PROPERTY.- THAI'- ► :'!S REC ..�IREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO i ';}�; 44AL WO:�,'KING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNi :,.ND HC:.D THE OWNER AND THE ENG;NEER HARMLESS FRC:14 ANY AND ALL L !-� `�ILITY, PE=AL OR ALLEGED, IN CONNECTION WITH Th,` • PERFORkANCE OF WORK ON THIS ?ROJECT, EXCEPTING FOR LIAB'LI TY ARISING �.R011•,' THE . SOLE i ,!EGLI GENCE OF THE OWNER OR THE ENr'INEER.. THE EXISTENCE AND LOCATION OF A; JY UNDERGROUND UTILITIES OR TRU-..TUB ..'s SHOWN ON THESE PLANS ARE OBTAINED E A SEARCH OF AVAILABLE k;- )Ru. TO THE BEST OF OUR KNOWLEDGE, 7,- RE ARE NO EXISTING UTILITIES' -PT THOSE SHOWN ON THESE ,-ANS. THE CUNTRACTOR IS REGJIRE TO TAi I 1 !_ PREAUTIONARY MEASURES TO P=?OTECT THE U7 TIES SHOWN, .SND AN'," rHt. LINES OR STRUCTURES r�:."JT SHC ' -`N ON THEyE PLANS AND S RESPONSIE 7 FOt-: THE PROTECTION OF OR ANY DA.: AGE TO TH.1=SE LINES OR STRUCTURES. ALL REIHiNING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR 'EFERENCE ONLY .ND ARE TO BE CONST'?UCTED PER SEPARATE PERMIT. - CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND Sh:ALL REPORT ALL DISCREPANC,'E.S TO THE ENGINEER PRIOR TO COMMEN,- 0vt' �= "T OF WORK. DATE I ENGR.1 CITY DA -1 . /!?Evis& eaonr ro o1140c7 oeai,vecS' ba/c( Lo W PL oW TNR 8,10-1eE;rtWr1V (SWA L 91 1►r'1 •Il A4DOLoC , NAO ASSO • 9302 )01T1'S9aRGR APE., &/fr& 230 RA,VCNO C aC,d A4 oiVCA G4 9/750 \X k.� r&L. 8/ -632 'e bzLL L •/WA'rsgm 9C5 3663 . ECR. G/370112 mss:;: • ��:�-. .. - SHOULD 0 "..'ASTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CC)MME, "F WITFIN TWO YEARS OF THE DATE OF AP�RC `• AL SHOWN HF..REON AND NOT BE CARRIED FORTH IN a DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS T O THE PLANS TO b,^'NG THEM INTO CONFORMANCE WITH C(_.'NDITIONS AND STANDAR; S IN EFFECT. /::QROFESS/pN�\\ v w a NO. 58020 m � Expires 06/30/08 � �II�F i v � �-FO0 \��,OF DqL\ VICINITY MAP N.T.S. T3S R1W SECTION 15 CONSTRUCTION NOTES 0- CONSTRUCT 4" (MIN.) AC PAVEMENT OVER 12" (MIN.) NATIVE MATERIAL COMPACTED (957) �- CONSTRUCT ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 3 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STC . DETAIL 1000 4 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 (W=8') 5 REMOVE BARRICADE 66 - APPLY 4" WIDE PARKING STRIPPING LINES 7 CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL 1003 R/W L- PAD )?21" 12% MAX. �C�C�L 2% MIN. 9" 12" Lq NO LO 0.048 Cu. Yd. Per un Ft. ROLLED CURB & GUTTER NTS 26' ROLLED CURB 4% MAX & GUTTER RALPH LANE, LINDA WAY, COMO WAY EAST AND WEST T1=5.5, NTS PROJECT SITE SIERRA AVE SIERRA AVE QUANTITIES 41,114 S. F. or 987 TONS 1,249 L.F. 622 L.F. 9 E.A. 7 EA. 306 L.F. 350 L.F. ON R/W PAD �� Fi 2 0" CURB FACE 0 z Plans Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA HUNSAKER & ASSOCIATES IRVINE, INC STREET IMPROVEMENT PLAN INLAND EMPIRE REGION 2900 ADAMS STREET, SUITE A-15 RIVERSIDE CA 9'7504 (951)352-7200 PLANNING/ENGI INC /SU VEYIN /G RNMENT RELATIONS. co i o DRAWN BY. AB TRACT 16873 T LE SHEET 07 SCALE: AS SHOWN DESIGNED BY: AB _ DATE. Dec 07, 2007 Dec 07, 2007 3 CHECKED BY: ^ PRH PP VED BY• �. (% " ®g- CITY ENbINEW RCE 51152 DATE DRAW NG NO. 4374 SHEET ' 4 OF RCE 5 0 EXP. 6/30/08 DATE PAUL UDDLESTON JR.` IE