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HomeMy WebLinkAbout3958-2�3 0- No w- L- ° ALL V=K SHALL BE W ACCORDANCE WITH THESE PUNS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC CVORKS CONDUCTION CGREEN B0011'). ALL REFERENCE SPECIFICATIONS AND STAND/`RDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. THIS PROJECT SHALL COMPLY fflTH THE CALTRANS DESIGN MANUAL FOR BIKEWAYS AND SHALL COMPLY TRTH THE 2005 EDITION OF TIME CALIFORNIA BUILDING CODE (TITLE 24). 3. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOW, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 4. ALL N� ATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. S. CONSTRUCTION PERMITS SHALL HE OBTAINED FROM THE CGS OF FONTANA COMMUNITY DEVELOPME6\ff DEPARTMENT, ENGINEERING DIVISION, PRIOR TO THE START OF ANY TVORK. INSPECTION COORDINATION SMALL BE REQUESTED AT LEAST Ty'j® (2) WORIaIR9G DAYS (PRIOR TO THE START OF ANY TVORK IN PUBLIC RIGHT—OF—WAY VWMN THE CITY UMITS. CALL (900) 350-776 ©. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, AND PROCEDURES DESCRIBED IN THE STATE OF CAIIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION, UNLESS ®TINE SE 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. B. THE CONTRACTOR CTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL Ste. 9. THE TVALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL HE 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 VHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. TO. NO D,,,lATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC DIGIT—OF—rJAY fflTHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF UTILITIES SH®C"9N HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. H0Ev` ER, IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE N AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PTO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROCIND S CE ALERT AT 1-800-227-2600 IRUO (2) TSO 9WG DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONDUCTION WITH ALLU71 LITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS TEWPHONE, ELECTRIC, CABLE TELIVA, SION, �� n ° D L� �E)S � C,,,PO NG LANDSCAPE IRRIGATION, DOMESTIC WATER tC :yy;IER o ,..., a ._ ...:._. _,,... r_.�!!�►a SEWER. STORM) DRAIN, FLOOD CONTROL, AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TVIO (2) rJORaING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 3i 0 0 . THE CONTRACTOR :, ACT OR S� HALL NOT OPERATE ANY FARE ,;,1,. _ OR WATER MAN VALVES T1THO ` ° UT APPROPRIATE AGENCY AUTHORIZATION. THE CO.:. n ° IAt.YTOR SMALL COORDINATE VATH TIME APPROPRIATE W. . COMPANY FOR VALVE OPERATION AND TATER REQUIREMENTS. 14. NOT USED. 5. STAT0©NING REFERS TO THE CENTERLINE OF STREETS OR TRAILS EXCEPT WHERE OTHE=E NOTED. 10- ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE CONTRACTOR 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 CO"CRON. I7. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUID.IENT TIES, OR BENCHMARKS TATHOUT (PRIOR NOTIFICATION TO THE CITY ENGINEER. 13. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURA DOONUMENTS, MONUMENT TIES, AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT rjILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE (I) WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAM BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 19. THE CONTRACTOR SHALL, MJA9NTTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM I2—FOOT (,ANE SMALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AMD EMERGENCY VEHICLES. 20. THE CONTRACTOR SHALL PROVIDE AND MMNI'AIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE rIATERINGC, AT ALL 7NES. 2I. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 22. THE CONTRACTOR SHuALL NOT CAUSE ANY EXCAVATED MATERIAL, ICU®g SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT—OF—QUAY DURING CONSTRUCTION V'9ITHOUT PRIOR V07TEN APPROVAL, 23. NO TRENCH a u CKMLL SHALL TAKE PLACE UWITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 24. NOT USED, 25. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, ANp SWALES FROM UNDERPAINI�IG STREET IMPROVEMENTS. UPON INSPECTION OF THE SSE, 1�iE COY— �IGINEER MAY REQUIRE TEMPORAA°'Y NON—ERODEABLE SVJALES ENTERING OR LEAVINGlcO."ENTS. ^b. T tF_ F( � i.�i110 +�- (11 ll,t _I r1� ,/-: r'. ;,`,; �i~ ;,1 � 1� ;,, ��; ?�,��� , ■ ■ ®■ A?��°tip` yf3 AT THF ri?F C'i �. ��iil � ��' � L t.,i' i 1 r�.,. ---- 7. ,��-_�... F�t,�O5F��7 Ct��� �'� �� • �� COQ �u"! I''� ,_, •.' � ! 1 � � ► �1 � r y. ,�� LJ „RE -(E Cu, F:� a►, (�,Tfi� Tu Fr! L A 1 c 1 O. �''I_ _ U. � ' C=ROt1 D U ti c .' � L. E3E I. 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C;i TIDO WORKING DAYS BEFORE YOU DIG 0-227-2601 SERVICE ALERT REV. 11 REVISION DESCRIPTION DATE I ENGR. I CITY LIMA (MUM HOLE, MAINTENANCE HOLE, METAL HALIDE NIMUM DDLE OF VERTICAL CURVE MBER TO SCALE V CENTER "FSEf INT OF CURVATURE RAND CEMENT CONCRETE POINT OF COMPOUND CURVATURE IFIC ELECTRIC RAIL ROAD OPERTY LINE INT OF CONNECTION WER POLE UNDS PER SQUARE INCH ILYVINYL CHLORIDE ►INT OF VERTICAL INTERSECTION ENT IUS, RATE —OF—WAY ISTERED CIVIL ENGINEER NFORCED CONCRETE PIPE HT ERN CALIFORNIA EDISON EDULE RM DRAIN ARE FEET rITARY SEWER EET TION BARD PHONE OF CURB UN® IES, VARIABLE IFIED CLAY PIPE WATT, WEST ED VIRE MESH fat � l.d 7 �i y RAILROAD 15' RESERVE z (TYP.) I IL mm. FIELD AT GRADING z ; REQUIRED + Di DIRECTED BY THE ( RM k90° I YP. 2Qel i E=T. GROUND z 2' GRADED AREA SHALL BE I IIt BELOW THE CONCRETE SURFACE \ 39°00' EXIST.AIR( V � ' LINK G I B �g V TRA( FENCE ;: 26.44' l PROFILE GRADE AT— , RI EVARIES EASTWG BRIDGE DECK \ EXIST. CONCRETE--\ HEADWALL t SPEURC SECTION FOR SEGMENT i, AT EXISTING ETIWANDA CHANNEL B LEGEND .°.°.°.°, °.. °. . . ....... . . ...°.. . , PCC MULTIUSE TRAIL SURFACE ENHANCED PAVING — C-25 SOMBRERO _ BUFF LIGHT SAID BLAST ENHANCED PAVING — C-21 ADOBE TAN LIGHT SAND BLAST CTV CABLE TELEVISION E ELECTRICAL G GAS LINE FO ABEROPTIC TELEPHONE LINE SS SANITARY SEWER SD STORM DRAIN T TELEPHONE W DOMESTIC WATER DRAINAGE FLOTfl DIRECTION v, t . I I L � t r ' FENCE_ CHAIN �Y.1 EN E REMOVE AND DISPOSE OF EXIST. FROM BRIDGE DECK AECO 1131 W- SIXTH STREET, SUITE 350, ONTARIO, Gil 91762 PHONE: (909) 933-5225 FAX: (909) 933-5228 Prepared Under The Supervise®n Of Date : 31mlb7 TUBULAR R STEEL € L FENCEtEP — TRAIL ,, 25.00' 1 /' R 6' R 9 15.50' /° N 17.5° r 3.00' 7.5' 7°5' SCURRY'SEAL \' Lj L -EXIST AC � gj6 I0 wWkl ,s PCC TRAIL (TYP) FIBERBOARD CAPPED PLASTIC CHANNEL I..al WITH POLYURETHANE TYPICAL .L EXPANSION � _.S r a ', Im ` OF FN A € t , e l F0 ijF-11 Roll;r.... .S WIN r SCALE - GENERAL NOTESP CONSTRUCTION _ O NOTES AND ii " z / SECT I ONS x�