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Home My WebLink About3649-1�� /�-��. GENERAL `�� ASPHALTIC CONCRETE B.W. 1. - ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FDNTANA CENTERLINE EP EDGE {}FPAVEMENT STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO FINISH SURFACE FOR PUBLIC WORK CONS (GREEN BOOK). ALL REFERENCE SPECIFICATIONS PORTLAND CEMENT CONCRETE PAVING OF STREETS, RIGHT-OF-WAY AND STANDARDS SHALL BETHE LATEST EDITION UNLESS OTHERWISE NOTED.� � TOP OFCURB W WIDTH ` ' 30. APPROVED SOIL STEB|LANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT TO PLACEMENT. CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CQNFL\CT TO THE CITY . 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION ENGINEER FOR RESOLUTION. ` AND APPROVAL OF THE CITY ENGINEER /\G DETERMINED 8YSOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 3, ALL MATERIALS AND METHODS ARE SUBJECT TOTHE APPROVAL OFTHE CITY ENGINEER. 32. ACTUAL THICKNESS OF A.C, PAVEMENT AND/OR BASE COURSE MATERIAL FOR 4, CONSTRUCTION PERMITS SHALL BEOBTAINED FROM THE CITY OF F(]NTANACOK8K8UN\TY STRUCTURAL STREET SECTIONS SHALL BERECOMMENDED BYAGEOTECHNICAL REPORT DEVELOPMENT OEPARTMENT, ENGINEERING O!V|S|(}N PRIOR TO THE START OF ANY AND SUBMITTED TO CITY OF FDN3ANA FOR APPROVAL UPON COMPLETION OF ROUGH WORK. INSPECTION COORDINATION SMALL BE REQUESTED AT LEAST TWOWORKING. GRADING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (908)350-7810 33, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING, 5, THE CONTRACTOR SHALL CONFORM TDALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, 34� UPON COMPLETION OF CONSTRUCT|()N, CONTRACTOR SHALL RESTORE ALL S(GN(NG, LATEST NON-METR1C EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES T{}THE SATISFACTION ENGINEER. OF THE CITY TRAFFIC ENGINEER. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARR|CADES, 35� CONTRACTOR SHALL RELOCATE /\NDK)R REPLACE LAND8��p|N8. SPRINKLERS AND DELINEATORS OR OTHER TRAFFIC CDNTROLATALLT|K4�� SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH ! WORK FOR TRENCHES 5 FEET 0� GREATER |N DEPTH FROM THE CALIFORNIA STATE , 3G� - AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR T{] THE ENGINEER (}F DIVISION OF INDUSTRIAL SAFETY. RECORD' WHO SHALL PROVIDE RECORD DRAWINGS TOTHE CITY ENGINEER. � 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 TOTHE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. ~TRENCHES LESS THAN FIVE (6) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND K80VEK8EN'[ Q. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC R|{3HT-OF-NAAYWITHOUT OBTAINING SEPARATE PERMIT FOR THAT PURPOSE. -- hI -- --- - --~--- HAVE BEEN - FROMAVAILABLE THE LOCATIONS OF UTILITIES — INFORMATION. HOWEVER, |TSHALL BETHE RESPONSIBILITY DFTHE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION T[)AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT 1'800-227' ! �8OOTVV[}VV[>�K/N[�DAYGBEFOREEXC��VAT/DN� ) ' � CONSTRUCTION TES | 11. THE CONTRACTOR SHALL. COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES - �--- INCLUDING, BUT LIMITED TO, GAG' TELEPHONE, ELECTRIC, CABLE TELEVISION, ' ' CONSTRUCT41/2" A/� PAVING (MIN) OVER 12" COMPACTEDLANDSCAP|N(�.LAND8CAPE|RR|G8TDN.DOK4E8T|CVVATER'RECLA\K8EDVVATER'SEVVER. \�� STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE (95%) NATIVE MATERIAL. GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THBR FAC|L|T|ESA C2 ) CONSTRUCT 8" CURB &GUTTER PER CITY STD. PLAN 12. THE CONTRACTOR SHALL. NOT OPERATE ANY FIRE HYDRANT DR WATER MAIN VALVES NO. 1003 WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE ' WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER ( 3 ) CONSTRUCT 4" P� �� SIDEWALK PER CITY STD. PLAN \_/ � REQUIREMENTS, NO1015 -�-- CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD 13. CURVE DATA REFERGT{JTHE FACE OF CURB. `�~ PLAN NO, 1005 (VV=16') (X=4') QUANTITIES 7.2 TONS _ GQ L.F. 3OOS.F. 12OG.F. /VC ASPHALTIC CONCRETE B.W. BACK OF SIDEWALK C.L. CENTERLINE EP EDGE {}FPAVEMENT Fl FLQVYL|ME F& FINISH SURFACE P-C,C� PORTLAND CEMENT CONCRETE RNV RIGHT-OF-WAY T.C. TOP OFCURB W WIDTH VIC[NITY MAP PROJECT I / i 14. STATIONING REFERS TDTHE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ` ° 15i ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE PRESERVATION {}FBENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. ` 16. THE CONTRACTOR SHALLWOTDISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES DRBENCHMARKS WITHOUT PRIOR NOTIFICATION TDTHE CITY ENGINEER, 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY � MONUMENTS, MONUMENT SHALL ' CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE | z | |uj CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION GO / > l THAT T|B3 TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE' MONUMENT. �� l�� CITY ��ur �'��u� �� 4u��u � u��u4��4�^��u� ��Mop w jlw 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES - /\TALL TIMES. A K8|N|MUk4 12 FOOT LANE SHALL BE MAINTAINED ATALL TIMES IN THE CITY OF FOWTANA PACIFIC BELL CO. S.G.V.M.W.D.---- -~ CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ATTN. CARLOS hQ�ARRKJ ATTN. ,` �N� ��|Wi� �� J�� r~^ ' � �r8353 SIERRA AVENUE 3939 E,CORONADO STREET 11142 GAR/EY AVENUE 1� THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST --T'-- CA 92335 ^`'^'E/N^ CA 92807 �� ONTE° �� 734 �� ~_�� \ ��_~�� l ��1�� CONTROL, |NCLUD|N{�ADEC)UATE WATERING, AT ALL TIMES. ` ' ~ ~ ` ' ' ~ ~ wr SO. CALIFORNIA GAS COMPANY COMCAST 20, ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WINDATTN.��: GREG �PAR �TN' JACK HA/ES - //\ � p VELOCITIES EXCEED 25K8|LESPER HOUR. 16231 VALLEY BL/D^ 1205 DUPONT AVENUE ' FONTANA. CA. 92335 ONTARIO, CA. 91761 royrW� -C/L JACARANDA AVENUE 428-8411 �� 4738 21 THE CONTRACTOR SHALL NOT MATERIAL, MUD, SILT OE�R|� ` " - � ' ' TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TJ THE RIGHT -OF- EMERGENCIES: (800) 427-2200 WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN PERMISSION. GENERW: TELEPHONE COMPANY �. �}& ATTN: STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. CL 22� NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY FONTANA. CA. 92335 ONTARIO, CA. 91766 INSPECTOR. 909 820-5598 ~- UNDERGROUND (800) 422~~4133 09 075-5100 - TRANSMISSIONS 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 1� ��-�� ~�|��UN�� 0�� [�� OK�u�� 909 357-6233 ~~ DISTRIBUTION ATTN: ~ ��|CHKE- � J. &AuGR�� OBTAIN THE REQUIRED DENSITYSHALL REQUIRE RE-WORKINGRE-WORKINGTHAT PORTION OF THE y800� 422_4133 8440 NU�� AVENUE '99 WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.92335 CRAWF{yRD CANYON MUTUAL WATER CO. (909) 822-2201 rko/� R6~� | u24� CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SVALES FROM ATTN: VANDERK(EFT, JR, FAX: (909) 823-5046 UPON INSPECTION F THE SITE, THE CITYUNDERMINING STREET IMPROVEMENTS. (619) 868-6040 ENGINEER MAY REQU\RETEK8P{)RARYN(}N-ER[)DABLESVVALES ENTERING AND LEAVING UNDERGROUND SERVICE ALERT - --ALERT ^� � PLAN IMPROVEMENTS. (800) ��7-26[0 _ �7 ~^ - --- ----'- - - - 25� ..v�'.v. ,"vuVNDTH OF DRIVEWAY APPROACH APRONS SHALL BE ---' '^ ��Ap'`~`ED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF A. ��w.��&�� .P~k, 'm «r FONTAWA STANDARD DETAILS, � - ��K� �� /�� 28 ALL SURFACES IN COLOR FINISH BASIS ~-~ BEARINGS: ~'^`-�- \0' or � � �� -' ----' --------�---'��----'-------�''-'--'-�--'�''-�''-''� ,/a � ' ^� MATCH EXISTING CONCRETE. ' ~r `88S4OO" F�� C8-� (}F HIGHLAND' �+ r« � � o io 3v 4o 6u 60 27. THE SEWER CONTRACTOR SHALL STAMP AN "G" IN THE FACE OF THE CURB AT THE AVENUE PER TRACT 3348. M. 47 ' 14 7��`��° w 100.,00m to ^ � LOCATION OF THE SEWER LATERAL ` GAN BERNARDIND COUNTY RECORDS. _~ _ _ �= ,./a�m��uR�� `- _ _ _� . _ . 2B. N(} C(}NCRETE SHALL BE PLACED UNTIL THE FORK�8AND F�E|NFORQNE� STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. REV. REVISION DESCRIPTION DATE �NGR. CITY DATE RT �.c�. �T ��'��°��' ��:�� e-VV�� F~��m� Pc ID ��p,j�yAyF, e, LA-rp_Vl\LLcCA-r(oQ5 5F -F- Cli PLAW wc), zjc4 --^' � � ' ------- - - ------ _______ us � 9D cl � VIC[NITY MAP PROJECT I / i 14. STATIONING REFERS TDTHE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ` ° 15i ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE PRESERVATION {}FBENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. ` 16. THE CONTRACTOR SHALLWOTDISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES DRBENCHMARKS WITHOUT PRIOR NOTIFICATION TDTHE CITY ENGINEER, 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY � MONUMENTS, MONUMENT SHALL ' CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE | z | |uj CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION GO / > l THAT T|B3 TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE' MONUMENT. �� l�� CITY ��ur �'��u� �� 4u��u � u��u4��4�^��u� ��Mop w jlw 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES - /\TALL TIMES. A K8|N|MUk4 12 FOOT LANE SHALL BE MAINTAINED ATALL TIMES IN THE CITY OF FOWTANA PACIFIC BELL CO. S.G.V.M.W.D.---- -~ CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ATTN. CARLOS hQ�ARRKJ ATTN. ,` �N� ��|Wi� �� J�� r~^ ' � �r8353 SIERRA AVENUE 3939 E,CORONADO STREET 11142 GAR/EY AVENUE 1� THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST --T'-- CA 92335 ^`'^'E/N^ CA 92807 �� ONTE° �� 734 �� ~_�� \ ��_~�� l ��1�� CONTROL, |NCLUD|N{�ADEC)UATE WATERING, AT ALL TIMES. ` ' ~ ~ ` ' ' ~ ~ wr SO. CALIFORNIA GAS COMPANY COMCAST 20, ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WINDATTN.��: GREG �PAR �TN' JACK HA/ES - //\ � p VELOCITIES EXCEED 25K8|LESPER HOUR. 16231 VALLEY BL/D^ 1205 DUPONT AVENUE ' FONTANA. CA. 92335 ONTARIO, CA. 91761 royrW� -C/L JACARANDA AVENUE 428-8411 �� 4738 21 THE CONTRACTOR SHALL NOT MATERIAL, MUD, SILT OE�R|� ` " - � ' ' TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TJ THE RIGHT -OF- EMERGENCIES: (800) 427-2200 WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN PERMISSION. GENERW: TELEPHONE COMPANY �. �}& ATTN: STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. CL 22� NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY FONTANA. CA. 92335 ONTARIO, CA. 91766 INSPECTOR. 909 820-5598 ~- UNDERGROUND (800) 422~~4133 09 075-5100 - TRANSMISSIONS 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 1� ��-�� ~�|��UN�� 0�� [�� OK�u�� 909 357-6233 ~~ DISTRIBUTION ATTN: ~ ��|CHKE- � J. &AuGR�� OBTAIN THE REQUIRED DENSITYSHALL REQUIRE RE-WORKINGRE-WORKINGTHAT PORTION OF THE y800� 422_4133 8440 NU�� AVENUE '99 WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.92335 CRAWF{yRD CANYON MUTUAL WATER CO. (909) 822-2201 rko/� R6~� | u24� CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SVALES FROM ATTN: VANDERK(EFT, JR, FAX: (909) 823-5046 UPON INSPECTION F THE SITE, THE CITYUNDERMINING STREET IMPROVEMENTS. (619) 868-6040 ENGINEER MAY REQU\RETEK8P{)RARYN(}N-ER[)DABLESVVALES ENTERING AND LEAVING UNDERGROUND SERVICE ALERT - --ALERT ^� � PLAN IMPROVEMENTS. (800) ��7-26[0 _ �7 ~^ - --- ----'- - - - 25� ..v�'.v. ,"vuVNDTH OF DRIVEWAY APPROACH APRONS SHALL BE ---' '^ ��Ap'`~`ED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF A. ��w.��&�� .P~k, 'm «r FONTAWA STANDARD DETAILS, � - ��K� �� /�� 28 ALL SURFACES IN COLOR FINISH BASIS ~-~ BEARINGS: ~'^`-�- \0' or � � �� -' ----' --------�---'��----'-------�''-'--'-�--'�''-�''-''� ,/a � ' ^� MATCH EXISTING CONCRETE. ' ~r `88S4OO" F�� C8-� (}F HIGHLAND' �+ r« � � o io 3v 4o 6u 60 27. THE SEWER CONTRACTOR SHALL STAMP AN "G" IN THE FACE OF THE CURB AT THE AVENUE PER TRACT 3348. M. 47 ' 14 7��`��° w 100.,00m to ^ � LOCATION OF THE SEWER LATERAL ` GAN BERNARDIND COUNTY RECORDS. _~ _ _ �= ,./a�m��uR�� `- _ _ _� . _ . 2B. N(} C(}NCRETE SHALL BE PLACED UNTIL THE FORK�8AND F�E|NFORQNE� STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. REV. REVISION DESCRIPTION DATE �NGR. CITY DATE RT �.c�. �T ��'��°��' ��:�� e-VV�� F~��m� Pc ID ��p,j�yAyF, e, LA-rp_Vl\LLcCA-r(oQ5 5F -F- Cli PLAW wc), zjc4 --^' � � ' ------- - - ------ _______