HomeMy WebLinkAbout2.3-128DION
ILL -
IL
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!Y ELEVATIONS SHOWN ARE BASED ON AN ARBITRARY LOCAL BENCH MARK
DATUM ESTABLISHED BY A CHISELED "X " IN TOP OF CANAL LINING.
ALL ELEVATIONS AND CENTERLINE.: ARE BA SED ON SAID ARBITRARY DATUM.
2. INVERT ELEVATIONS SHOWN ARE AT FLOWLINE OF THE CONDUIT.
3 STATIONS SHOWN ON THE DRAWINGS ARE ALONG THE CENTERLINE OF
THE PIPEL INE.
4. ALL PIPELINE TRENCHES SHALL BE EXCA ATED, . 'UPPI"RTE! AND BACKFILLED
ACCORDING TO THE SPECIFICATIONS AND DETAILS CONTAINED HEREIN.
S AS OF THE DATE OF PLAN PREPARATION NO UNDERGROUND UTILITIES WERE
KNOWN TO EXIST. CONTRACTOR SHALL REVIEW PAST RECORDS TO DETER-
MINE IF ANY UNDERGROUND OBSTRUCTIONS EXIST.
6. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CON-
DITIONS DURING CONTRACT TERM, INCLUDING SA!`ETY OF ALL PERSONS
ENTERING THE JOB SITE AT ANY TIME.
7 CENTERLINE ALIGNMENT STAKES WILL BE PROVIDED BY THE OWNER.
8. ALL PRECAST CONCRETE STRUCTURES AND PIPELINES SHALL BE TESTED
FOR WATER TIGHTNESS PRIOR TO BACKFILLING.
0. OWNER WILL FURNISH CONTRACTOR Wl TH A BUIL DING PERMI T A T NO
:OST. A.'_L OTHER PERMITS B LICENSES SHALL BE OBTAINED BY CON-
rRACTOR AT HIS EXPENSE.
STETSON ENGINEERS INC.
GENERA L IVO TES
l0. CONTRACTOR SHALL ASCERTAIN FROM THE MANAGER OF DEPARTMENT OF WATER,
l rY OF BAKERSFIELD, :605)-861-27157, WHEN THE KERN ill vER CANAL WILL 13E
UR Y NIL WORDINA TE HIS CONS TRUC TION SCHEDULE AS SUCH.
1 i. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR THE PROJECT S1 TE INCLUDING
SURFACE DRAINAGE WHICH THE CANAL MAY CARRY AS RUNOFF.
12 CONTRACTOR SHALL G?NThOL AND REMOVE ANY GROUNDWATER WHICH MAY
BE ENCOUNTERED DURING CONSTRUCTION.
13. CONTRACTOR IS RESPONSIBLE FOR Fr4MIL /ARIZINv HIMSElt' WITH THE pFi�,JEUT SITE
CONDI TIONS PRIOR TO SUBMITTING HIS PROPOSAL.
'4. FOR PURPOSE OF INSPECTION AND APPROVAL. CONTRACTOR SHALL NOTIFY THE
OWNER WHENEVER WORK IS SCHEDUL ED WHICH MAY REQUIRE ENGINEERING APPROVAL
15. CONTRACTOR SHALL PROVIDE HIS OWN U TIL 1 T/ES FOR CONSTRUCTION.
16. (,'ONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO ANY EXISTING EQUIPMENT,
MATERIALS OR STRUCTURES THAT MAYBE CAUSED BY HIS ACTIONS THROUGHOUT
PHIS PROJECT. RECONSTRUCTION OR REPAIRING COST SHALL BE BORNE B )"CONTh'ACTOR.
17 UNLESS OTHERWISE NOTED ALL EXPOSED STEEL AND MISCELLANEOUS IRON SHALT.
BE GALVANIZED AFTER FABRICATION AND PRIOR TO I NSTAL L A TION.
18 INSPECTION OF THE PROJECT SI TE PRIOR TO SUBM1 T TING PROPOSAL MAY BE
ARRANGED BY CONTACTING MR. GENE BOGART, WATER SUPERINTENDENT, AT
!.EAST 48 HOURS IN ADVANCE, AT (805)-861-2715.
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APPROVED BY CITY COUNCIL
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CITY CLERK
DATE
APPROVED AND RECOMMENDED BY
ANAL , DEPARTMENT
' WATER
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PROJECT ENGINEER
REG, NO.
WORKS!:O-
KERN RIVER CANAL TURNOUT STRUCTURE
VICINITY MAP 2.3-128.
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