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Home My WebLink About2954-1GENERAL 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 BOOK", 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 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION 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. 6 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. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8 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. 9 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 DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL 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. 12 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 CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13 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. 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 EXISTING 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 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 THE 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 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 DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22 A GEOTECHNICAL ENGINEER SHALL 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. 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE "CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 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 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO . FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA UTILITY NOTIFICATION LIST PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE FONTANA, ONTARIO, CA. 91761 (909) 390-4736 EXT. 3055 GENERAL TELEPHONE COMPANY ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 (909) (800) 227-2600 FONTANA WATER COMPANY ATTN: AL KROHN 8440 NUEVO AVENUE FONTANA, CA 92335 F909 822-2201 EXT. 3231 AX.) (909) 823-5046 CITY OF FONTANA SLOPE OR GREATER ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIFORNIA GAS COMPANY ATTN. ALAN KESELOFF G 16231 VALLEY BLVD. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: FONTANA, CA. 92335 (909) 335-7781 - THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES EMERGENCIES: (800) 427-2200 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE S0. CALIFORNIA EDISON COMPANY SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ATTN: JAIME AMESZCUA MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE (909) 357-6581 CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE 7951 REDWOOD AVENUE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE FONTANA, CA. 92335 DRAWINGS. (909) 820-5598 UNDERGROUND THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY (909) 820-5137 TRANSM 15SIONS FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS (213) 637-1233 PIPELINES PROJECT; INCLUDING SAFETY OF- ALL PERSONS AND PROPERTY; THAT THIS SHALL (909) 357-6589 DISTRIBUTION APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE(800) 227-2600 CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE-, OWNER AND THE ENGINEER SELECTED TRENCH SIDE HARMLESS FROM ANY AND ALL LIABILITY; REAL OR`ALLEGED IN .CONNECTION .WITH, CRAWFORD CANYON MUTUAL WATER CO. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING -,F_OR LIABILITY ARI$LNG FROM THE SOLE NEGLIGENCE OF THE OWNER _OR THEENGINEER. �°� y ATTN: BILL VANDERKIEFT, JR. x (619) 868-6040 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN IONS AND SHALL REPORT, Z w ALL DISCREPANCIES TO THE ENGINEER UNDERGROUND SERVICE ALERT r r '(800) 227-2600 PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE FONTANA, ONTARIO, CA. 91761 (909) 390-4736 EXT. 3055 GENERAL TELEPHONE COMPANY ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 (909) (800) 227-2600 FONTANA WATER COMPANY ATTN: AL KROHN 8440 NUEVO AVENUE FONTANA, CA 92335 F909 822-2201 EXT. 3231 AX.) (909) 823-5046 VICINITY MAP NTS 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING NOTES: G 1. TRENCH s/�F \ TO TOP OF PIPE ZONE. 90% COMPACTED \� /j �� 2. TRENCH SHALL DEPTHS. OF GREATER THAN 5' HAVE ADEQUATE SHORING. NATIVE BACKFILL DUNCAN CYN. RD. ? w q� 3" MAX. SIZE �f� 3. CLASS II > Q GRANULAR BEDDING FROM F h LESS THAN 100' IN LENGTH. SELECTED TRENCH SIDE MATERIAL (1" MAX. SIZE). w G' Z w w a u' SUMMIT AVENUE w D � v PROJECT w J LOCATION _Z Q> H U 0 [� J V HIGHLAND AVENUE N BASELINE AVENUE VICINITY MAP NTS III 6" MIN. III = 8 MAX. Z III s III o N o III III ' u NOTE: COMPACTION SHALL BE 907. IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL—OSHA REQUIREMENTS. SEWER OR WATER MAIN 0.6'D' I Il= I lll_ GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIRE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE CONSTRUCTIONS NOTES 10 INSTALL 24" RCP - "D" LOAD PER PLAN 2 INSTALL BRICK & MORTAR PLUG JOIN EX. -MANHOLE ,t3 / yx IT No. 521 ti3 r> ml Exp C"jW. x RECORD D J:\SUMITT\trl 5839\Storm\Parksite\sd-shtl .dwg, 06/07/2001 06:50:25 AM, as 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED \ TO TOP OF PIPE ZONE. 90% COMPACTED \� /j �� 2. TRENCH SHALL DEPTHS. OF GREATER THAN 5' HAVE ADEQUATE SHORING. NATIVE BACKFILL 3" MAX. SIZE �f� 3. CLASS II AGG.BASE ALL TRENCHES GRANULAR BEDDING FROM / �� LESS THAN 100' IN LENGTH. SELECTED TRENCH SIDE MATERIAL (1" MAX. SIZE). III 6" MIN. III = 8 MAX. Z III s III o N o III III ' u NOTE: COMPACTION SHALL BE 907. IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL—OSHA REQUIREMENTS. SEWER OR WATER MAIN 0.6'D' I Il= I lll_ GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIRE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE CONSTRUCTIONS NOTES 10 INSTALL 24" RCP - "D" LOAD PER PLAN 2 INSTALL BRICK & MORTAR PLUG JOIN EX. -MANHOLE ,t3 / yx IT No. 521 ti3 r> ml Exp C"jW. x RECORD D J:\SUMITT\trl 5839\Storm\Parksite\sd-shtl .dwg, 06/07/2001 06:50:25 AM, as