The URL can be used to link to this page

Home My WebLink About3999-17 IT SHALL OTHER TRAFFIC Z1111.2 ro, E12 OwMKMr, iff"w, 11A 118LORMOMWE I I I oil , , 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE ( 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 () FEET SHALL ALSO DE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT 10. NO MATERIAL OR EQUIPMENT ,SHALL DE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. ,n11. THE LOCATIONS OF UTILITIES SHOWNr IT SHALL BE THE RESPONSIBILITY OF LOCATION AND ELEVATION '" PRECAUTION TO AVOID 1 0DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, A,, LANDSCAPE DOMESTIC WATER, RECLAIMED WATER, SEWER, STORY DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR 1J. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER AIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR ,SMALL COORDINATE WITH THE APPROPRIATE EATER 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 r UCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIrwLE r THE PRESERVATION 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, 17 . REM VAL .AND REPLACEMENT OF EXISTING .SURVEY CONTROL, INCLUDING SURVEY MOfd ' ENT `, MONUMENT TIES AND BENCH MARKS, SHALL DE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL HE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL DE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN DE ESTA L ISHED FOR LATER REPLACEMENT OF THE MONUMENT LOCAL18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR , RESIDENTSMINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TILS. .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. 22. A GEOTECHNICAL ENGINEER ALL CERTIFY ALL BACKFILL COMPACTION, FAILURE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF THAT PORTION OF THE WORK UNTIL THE rr ECIFIED DENSITY IS OBTAINED. 4. ALL EXPOSED CONCRETE SURFACES .SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE . NO OPEN TRENCH SHALL HE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. . PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOE'S 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 D NO CONCRETE .SHALL DE PLACED UNTIL THE FORAMS AND REINFORCING STEEL HAVE SEEN PLACED, INSPECTED AND APPROVED. .29. ALL UNDERGROUND UTILITIES SHALL DE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR STREETS. CITY OF FONTANA UTILITY NOTIFICATIONI CITY OF FONTANA PACIFIC BELL CO. ATTN: BRIAN WREN A77 -N.° NORMA G "ILLOT SIERRA AVENUE 1265 IV. VAN BUREN STREET FONTANA, CA 92335 SUITE 189 (999) 50--02 ANAHEIM, CA 9.2807 (714) 666-5401 SO. CALIFORNIA GAS COMPANY COCAST (CABLE TV ,ATTICGREG GASPAR ,ATTIC° JACK HAYES 1205 1 2J 1 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA, 91761 FONTANA, CA® 9.2,x, (909) 90-47J8 THE BEARING OF N 9"30'06"E ALONG EMERGENCIES., (800) 427-2-200 SO. CALIFORNIA E01S0AI COMPANY 7951 REDWOOD CA TCH SASIN FONTANA, CA. 92—JJ5 (909) 820-5598 — UNDERGROUND 9 .' , f �i t b� (909) J57-62JJ — DISTRIBUTION CRA 'FORD CANYON MUTUAL WATER CO. ATiI: BASIL J. FA RI, IO (909) 46J-9580 UNDERGROUND SERVICE ALERT (800) 422-413,3 film"5111 v ti p v9 � e ? t lY t k, i { THE EXISTENCE AND LOCA 77ON OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A VAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ,► E NO EXISTING UTILITIES EXCEPT THOSE O,. ON THESE PLANS. PRECAUTIONARY► PROTECT THE U77LITY LINES SHOWN STRUCTURESDRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPOIV DRAWINGS.SHOWN ON THESE THE CONTRACTOR + AND COMPLETE RESPOAll BILITY FOR THE w SITE CONDITIONSy► OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS r► CONTRACTORERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE D HOLD THE OWNER CONTRACTORAND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION kWTH 7HE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ALL DISCREPANCIES TO THE ENGINEERPRIOR TO THE COMMENCEMENT OF ANY WORK, ENGINEERIT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OF A, NY DISCREPAIlill BEGINNING OF WORK MEANSi I 90 COMPACTED NATIVE BACKFILL 6" MAX. SIZE GRANULAR HERDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX. SIZE). " MIN. NOTES. 1. TRENCH WIDTH SHALL BE CONTROLLED TO TCR OF DIRE ZONE. 2. TRENCH DEPTHS OF GREATER THAN ' SHALL HAVE ADEQUATE SHORING. 3. CLASS II ACC.DASE ,ALL TRENCHES LESS THAN 100' IN LENGTH. { A 4. COMPACTION SHALL DE 90IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL—OSHA REQUIREMENTS. SHEET 1 — TITLE SHEET SHEET 2 — FLAN AND PROFILE, LINES A, H, AND C .SHEET J — DETAILS I STORY DRAIN LATERAL STORAX DRAIN LINEA &„a* a„d ^^^' a n t EX R C. P. CA TCH SASIN O. APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT CONTACT' BRIAN GARCIA PHONE.- E "�I "A C.L. F. S. CENTEERLINE FINISH SURFACE .' , f �i t b� H .A , N o. 615 .A IS F 1N j� B. p J"� � �$�" j,K ° / ry � /� ( .�!«F �6dad "R'+""""/s.! 1. ALL MANHOLES, CLEANOUT FRAA9ES, COVERS AND VALVE BO `ES SHALL DE RAISED TO FINISHED GRADE � RAILROAD SPIKE AT INTERSECTION THE BEARING OF N 9"30'06"E ALONG C.7.d�,7. INV .�M1(°[�. IFL.Ai'1 INVERT BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. E—MAIL: BRIAN. GAIRCIA _EISOP. COQ OF CITRUS AVE, AND LCIS CEDRC)S LINE OF . 3�0, TA N.,R.Sq�^ , R OF . A\!C".. IP:! MnIAIF-n rn n r- hid^\ nf1%44r- ryE/C S.R.M.Hom. p SRMt"'P"_.R R...�]. 8/5_ WAS HSM All RIGHT �'A Y gSTRIPING,J2. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, kBARRICADES, AND OTHER TRAFFIC TRAFFIC ENGINEER . AS— - ULIT DRAWINGS SHALL HE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. j J4. MINIMUM D—LOAD FOR ALL RCP IS I 0. i J5. THE CONCRETE COATING ON THE INSIDE OF ,ALL REINFORCED CONCRETE PIPE MUST E INCREASED TO PROVIDE A MINIMUM OF 1-1,,x.2 INCHES OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL DE FmmC090 PSI FOR VELOCITIES EXCEEDING O FEET PER SECOND AND FC= OOO PSI FOR VEL OCI TIES EXCEEDING 30 FEET PER SECOND. 0 J;\1 6-1 6?\storm\c 0trans 01,rwa, 12/5d605 5:31,14 PM, iv