THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 7/2/077/2/07
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OF
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PROJECT NO.
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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TITLE SHEET
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G-2
1. MATERIAL SPECIFICATIONS: CONCRETE: COMPRESSIVE STRENGTH OFCONCRETE AT 28 DAYS (F'C)4,000 PSICEMENT.............................................................ASTM C150 TYPE II/V WATER-CEMENTRATIO (W/C)........................................................0.45SLUMP................................................................................4" +/- 1"SLUMP................................................................................4" +/- 1" CONCRETEAGGREGATE................ASTM C33 W/ 1-1/2" MAX. SIZE CONCRETEAGGREGATE................ASTM C33 W/ 1-1/2" MAX. SIZE STEEL REINFORCEMENT(REBAR).......................ASTM A615 GRADE 602. ALL REINFORCING STEEL, ANCHOR BOLTS, AND OTHER INSERTSSHALL BE SECURED IN POSITION AND INSPECTED PRIOR TO PLACEMENT OFCONCRETE.3. EXPOSED HORIZONTAL CONCRETE SURFACES SHALL BE WOODFLOATED TO DEPRESS COARSE AGGREGATE AND STEEL TROWELED TO ASMOOTH SURFACE. ALL EXPOSED EDGES SHALL BE CHAMFERED A MINIMUMOF 3/4 INCH. ALL WALKING SURFACES SHALL HAVE A LIGHT BROOM FINISH.ALL CONCRETE FINISHED SURFACE ELEVATIONS SHALL BE PLACED WITHIN1/4" OF ELEVATIONS SPECIFIED ON THE DRAWINGS, UNLESS NOTEDOTHERWISE.4. CONCRETE SURFACES SHALL BE PROTECTED DURING CURINGAGAINST EARLY EVAPORATION OF WATER, ACTION BY SUN, RAIN, WATER,FROST AND CRACKING BY USE OF A PLASTIC MEMBRANE OR SPRAY ONCURING AGENT.5. ANCHORS AND REBAR SHALL BE INSTALLED USING HILTI HIT-HY200EXPOXY SYSTEM AND COMPLY WITH ICC-ES REPORT ESR-3187.6. A CONCRETE MIX DESIGNED AND STAMPED BY A CALIFORNIALICENSED CIVIL ENGINEER SHALL BE SUBMITTED TO THE ENGINEER OFRECORD AT LEAST 48 HOURS PRIOR TO THE DATE OF OBSERVATIONAND/OR INSPECTION. A COPY OF THE APPROVED CONCRETE MIX SHALL BEPROVIDED TO THE SPECIAL INSPECTOR.7. WHEN CONCRETE IS PLACED AGAINST PREVIOUSLY HARDENEDCONCRETE, THE INTERFACE (COLD, OR CONSTRUCTION JOINT) SHALL BECLEAN OF OIL, DEBRIS, AND CONCRETE LAITANCE AND ROUGHENED TO ANEXPOSED AGGREGATE SURFACE WITH AN AMPLITUDE OF 1/4". COLD JOINTSMAY ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DRAWINGSOR WHEN APPROVED IN WRITING BY THE ENGINEER OF RECORD.8. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.ASTM A706 OR DUAL SPECIFICATION (W/S) REBAR IS NOT AN ACCEPTABLESUBSTITUTE.9. REBAR SHALL BE CLEAN OF EXCESSIVE RUST, GREASE OR OTHERMATERIAL LIKELY TO IMPAIR BONDING.10. ALL REBAR SHALL BE BENT COLD IN ACCORDANCE WITH THECURRENT EDITION OF ACI 318.11. ADHESIVE (EPOXY) ANCHOR BOLTS SHALL BE INSTALLED INCONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHORINSTALLATION, PER ACI 318-14 SECTION 17.1.2.12. INSPECTOR SHALL BE PRESENT DURING TAKING OF TEST SPECIMENSAND PLACING OF REINFORCED CONCRETE. CONTRACTOR SHALLCOORDINATE WITH THE OWNER FOR AVAILABILITY OF THE OWNER-HIREDINSPECTOR PRIOR TO CONSTRUCTION.13. CONCRETE EVALUATION AND ACCEPTANCE, INCLUDING FREQUENCYOF CONCRETE TESTING, SHALL CONFORM TO THE REQUIREMENTS OF ACI318-14 SECTION 26.12.
CONCRETE NOTESSECTION DESIGNATION SYSTEM1) DWG C-1 (WHERE THE SECTION IS TAKEN):
2) DWG C-2 (WHERE THE SECTION IS APPEARS):
SECTION
3) IF SECTION APPEARS ON THE SAME DWG IT ISTAKEN FROM:
SECTION
DETAIL DESIGNATION SYSTEMS1) DWG C-1 (WHERE THE SECTION IS TAKEN):
2) DWG C-3 (WHERE THE DETAIL APPEARS):
DETAIL
DETAIL
3) IF DETAIL APPEARS ON THE SAME DWG IT ISTAKEN FROM:
G-1: TITLE SHEETG-2: NOTES, SYMBOLS, AND INDEX
C-1: FLUME SITE PLANC-2: FLUME PLAN AND ELEVATIONSC-3: FLUME SECTIONSC-4: ENLARGED SECTION C
S-1: STRUCTURAL DETAILSS-2: STRUCTURAL DETAILS
DT-1: CATWALK AND HANDRAIL DETAILSDT-2: STILLING WELLS AND STAFF GAUGE DETAILSDT-3: TRANSDUCER DETAILSDT-4: BYPASS BOX AND DETAILSDT-5: SAFETY LADDER AND CABLE DETAILS
DRAWING INDEX
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 7/2/077/2/07
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OF
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NAME
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NAME
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NAME
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PROJECT NO.
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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NOTES SYMBOLS AND INDEX
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A
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A
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C1
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C1
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SECTION LETTER
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DRAWING OR SHEET NUMBER ON WHICH SECTION LETTER
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SECTION LETTER
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DRAWING OR SHEET NUMBER ON WHICH SECTION LETTER
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A
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-
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A
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-
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A
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C3
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DETAIL LETTER
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DRAWING OR SHEET NUMBER ON WHICH DETAIL LETTER
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A
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C1
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DETAIL LETTER
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DRAWING OR SHEET NUMBER ON WHICH DETAIL LETTER
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A
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-
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A
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-
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C-1
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0'
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15'
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30'
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60'
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90'
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Scale: 1"=30'
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GRAPHIC SCALE
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TUNNEL OUTLET FLOW MEASURING FLUME
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ALTERNATIVE #1 777 LF OF 3" SHOTCRETE LINED CANAL FROM TUNNEL OUTLET TO FLUME
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EXISTING TOP OF BANK ELEV: 342.0
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CANAL ACCESS ROAD
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CANAL FLOOR ELEV: 328 FT
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24" BYPASS LINE
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MAIN ACCESS ROAD
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316 ft
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318 ft
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320 ft
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322 ft
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322 ft
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324 ft
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324 ft
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326 ft
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326 ft
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328 ft
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328 ft
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330 ft
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330 ft
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332 ft
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332 ft
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334 ft
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334 ft
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336 ft
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336 ft
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338 ft
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338 ft
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340 ft
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342 ft
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342 ft
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342 ft
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344 ft
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344 ft
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344 ft
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344 ft
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344 ft
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346 ft
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352 ft
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354 ft
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354 ft
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358 ft
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360 ft
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362 ft
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364 ft
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366 ft
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368 ft
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372 ft
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372 ft
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374 ft
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376 ft
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380 ft
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382 ft
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384 ft
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386 ft
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388 ft
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390 ft
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392 ft
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394 ft
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360 ft
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350 ft
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CONTRACTOR TO REMOVE 3" OF EXISTING MATERIAL FOR SHOTCRETE PLACEMENT FROM THE GOODWIN TUNNEL OUTLET TO THE FLUME
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CANAL ACCESS ROAD
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GOODWIN TUNNEL OUTLET
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EXISTING CATWALK AND FLOW MEASURMENT STATION
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CONTROL POINT
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CONTROL POINT
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FLUME TOP OF WALL ELEV: 343.0
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S-1
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7
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S-1
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7
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NO.
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DATE
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BY
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REVISION
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
CONSTRUCT A 5 LF CONDUIT CONNECT TO(E) POWER AND SCADA AT LATERAL 6
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DT-2
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6
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DT-2
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1
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DT-4
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1
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S-1
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4
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45° ELBOWS
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STRUCTURE TO LINING CONNECTION
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STRUCTURE TO LINING CONNECTION
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CONSTRUCT MEASURING FLUME CATWALK
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1
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DT-1
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ENGINEERED FILL COMPACTED TO 95% RELATIVE COMPACTION
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STRUCTURE TO LINING CONNECTION
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STRUCTURE TO LINING CONNECTION
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WL @ 341.72 = 450 CFS
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WL @ 340.63 = 300 CFS
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WL @ 341.37 = 400 CFS
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WL @ 337.98 = 40 CFS
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SILL ELEV: 337.0 FT
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TOP BANK ELEV: 343.0 FT
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C-3
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C-3
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C-3
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INSTALL 23 LF 24" 100PSI PIP PVC BYPASS PIPE
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INSTALL 20 LF 24" 100PSI PIP PVC BYPASS PIPE
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SAFETY LADDER
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SAFETY CABLE
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DT-1
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1
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S-1
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4
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CONSTRUCT MEASURING FLUME CATWALK
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S-1
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4
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S-1
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4
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INSTALL 3 LF 24" SCH40 GALVANIZED STEEL PIPE
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BYPASS OUTLET BOX
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DT-4
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2
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DT-1
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1
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DT-1
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2
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FLUME FLOOR ELEV: 328.0 FT
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INVERT ELEV: 328.5 FT
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INVERT ELEV: 329.5 FT
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1.5:1
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1.5:1
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INSTALL 170 LF 24" 100 PSI PIPPVC BYPASS PIPE
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45° ELBOWS
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UPPER FARMINGTON CANAL FLOOR ELEV: 328.0 FT
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QMAX = 450 CFS
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CONCRETE
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BYPASS INLET BOX
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VERTICAL CONTROL JOINTS EVERY 10'
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DT-2
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1
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STILLING WELL DETAIL
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CUTOFF WALL
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S-1
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2
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CUTOFF WALL
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S-1
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2
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C-3
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F
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C-3
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F
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DT-2
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1
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STILLING WELL (SHONE HERE ON THIS SECTION FOR CLARITY)
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WL @ 340.36 = 400 CFS
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WL @ 334.20 = 40 CFS
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WL @ 339.31 = 300 CFS
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WL @ 340.82 = 450 CFS
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SLOPE: 0.4% = 20 CFS
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CONTRACTOR TO FILL THIS AREA TO 95% COMPACTION
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CONTRACTOR TO FILL THIS AREA TO 95% COMPACTION
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6" THICK POURED CONCRETE RAMP AND FLOOR WITH REINFORCING STEEL #4 @ 12" O.C. E.W.
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CONTROL JOINTS EVERY 10 FT IN TRANSVERSE DIRECTIONS WITH CONCRETE JOINT DETAIL
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3
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DT-1
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NO.
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DATE
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BY
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REVISION
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 8/5/218/5/21
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SCALE:
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OF
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NAME
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NAME
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NAME
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PROJECT NO.
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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FLUME PLAN AND ELEVATIONS
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1/8" -1'-0"
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C-3
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TUNNEL OUTLET FLUME SECTION
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B
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C-2
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1.5
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1
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C
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C-2
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SCALE: 3/16" = 1'-0"
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TUNNEL OUTLET FLUME SECTION
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SCALE: 3/16" = 1'-0"
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D
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TUNNEL OUTLET FLUME SECTION
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SCALE: 3/16" = 1'-0"
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S-1
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1
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S-1
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6
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1
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DT-5
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1
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TUNNEL OUTLET FLUME WALL (TYP EACH SIDE)
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CANAL SAFETY LADDER (TYP)
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THICKENED EDGE
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DT-1
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1
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HANDRAILING
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S-1
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TUNNEL OUTLET FLUME WALL (TYP EACH SIDE)
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ENGINEERED FILL COMPACTED TO 95% RELATIVE COMPACTION
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MAX WATER ELEV: 341.72
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MAX WATER ELEV: 341.72 FT
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SILL ELEV: 337.0 FT
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10" ACCESS PIPE
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MAX WATER ELEV: 341.72 FT
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MIN WATER ELEV: 337.0 FT
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ELEV: 343.0 FT
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ELEV: 343.0 FT
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E
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-
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1.5
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1
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TUNNEL OUTLET FLUME SECTION
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SCALE: 3/16" = 1'-0"
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MAX WATER ELEV: 341.71 FT
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ELEV: 343.0 FT
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ELEV: 343.0 FT
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C-2
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C-2
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S-1
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6
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1
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6
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WATERSTOP CONCRETE CONNECTION (TYP EACH SIDE)
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INVERT ELEV: 336.0 FT
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CUTOFF WALL ELEVATION VIEW
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F
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C-2
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SCALE: 3/16" = 1'-0"
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S-1
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CANAL LINING CUTOFF WALL (TYP EACH END)
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2
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FLOOR ELEV: 328.0 FT
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EXISTING BANK ELEV: 342.0
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PROPOSED TOP OF BANK ELEV: 343.0
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1.5
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1
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8" CONCRETE END WALL
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ELEV: 343.0 FT
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1'-0"
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1'-0"
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FLUME FLOOR TO WALL TRANSITION
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SEE ENLARGED VIEW SHEET C-4
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FG ELEV: 343.0 FT
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SLOPE COMPACTED FILL TO A DRAINAGE DITCH
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ELEV: 342.0 FT
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NO.
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REVISION
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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SCALE:
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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FLUME SECTIONS
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3/16"-1'-0
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C-4
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DT-2
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1
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TUNNEL OUTLET FLUME WALL (TYP EACH SIDE)
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WATERSTOP CONCRETE CONNECTION (TYP)
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MAX WATER ELEV: 341.72
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10" PVC ACCESS PIPE
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MAX WATER ELEV: 341.72 FT
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MIN WATER ELEV: 337.0 FT
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ELEV: 343.0 FT CURB OUTSIDE OF FLUME
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ELEV: 342.42 FT
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S-1
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6
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1
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S-2
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WATERSTOP CONCRETE CONNECTION (TYP)
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S-2
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6
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FLOOR ELEV: 328.0 FT
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#5 @ 16" O.C. E.W. 3" CLEAR
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PIPE TO BASE CONNECTION
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DT-2
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5
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NON-SHRINK MORTAR
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PRESSURE TRANSDUCER
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F&I MANHOLE STOP RING
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PRE-CAST 36" CL III RCP STAND PIPE
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FINISH GRADE ELEV: 342.0 FT
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CONSTRUCT STILL WELL HOUSING
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2
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TRANSMITTER ASSEMBLY
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3
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ELEV: 344.0 FT
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DT-2
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DT-2
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SENSOR CONDUIT
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CUT PIPE FLUSH WITH CONCRETE
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S-2
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2
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PIPE OPENING REINFORCEMENT
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10" FLANGE TO PLAIN ENDWALL PIPE PEXFL
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ENGINEERED FILL COMPACTED TO 95%
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ENGINEERED FILL COMPACTED TO 95%
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ENGINEERED FILL COMPACTED TO 95%
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S-1
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WALL REINFORCEMENT
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DT-2
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3
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ELEV: 326.5 FT
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ELEV: 334.0 FT
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 8/5/218/5/21
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SCALE:
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APPROVED BY:
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DRAWN BY:
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SHEET
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DESIGNED BY:
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OF
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NAME
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NAME
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NAME
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PROJECT NO.
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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ENLARGED SECTION C
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1/2"-1'-0
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TUNNEL OUTLET FLUME SECTION
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C-2
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C
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SCALE: 1/2" = 1'-0"
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CANAL STILLING WELL
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SCALE: 1/2" = 1'-0"
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#4 @ 12" O.C.
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(2) #4 @ TOP CONTINUOUS
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#4 @ 12" O.C.
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#4 @ 12" O.C.
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#4 @ 16" O.C.
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1'-0"
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1'-0"
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3'-6"
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1'-0"
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5'-6"
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FLUME WALL
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WATERSTOP
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6" CHAMFER
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NOTE: ALL CANAL LINING CUT OFF WALLS SHALL BE EXCAVATED TO 4 FT BELOW GRADE (UNLESS BELOW RIP RAP SUBGRADE UNLESS HARDPAN OR CEMENTED SOILS ARE ENCOUNTERED. WHERE HARDPAN OR CEMENTED SOILS ARE ENCOUNTERED . CUTOFF WALL DEPTH MAY BE DECREASED TO A DEPTH OF NO LESS THAN 1 FT BELOW GRADE OR BELOW RIP RAP SUBGRADE. BUT MUST BE APPROVED BY THE ENGINEER AT EACH LOCATION.
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FLUME FLOOR
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#4 @ 12" O.C. E.W. E.F. REINF @ CUT OFF WALL
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#4 @ 12" O.C. E.W. REINF FOR FLUME FLOOR
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#4 @ 12" O.C. E.W.
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2"x2" BLOCKOUT FOR CONSTRUCTION KEY
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CONSTRUCT KEYWAY
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REINFORCED CONCRETE RAMP
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1
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CONSTRUCT CONTROL JOINTS EVERY 10 FT EACH DIRECTION IN VERTICAL DIRECTION, AND AT THE MID-POINT BETWEEN SLOPE TOE AND HINGE POINT IN HORIZONTAL DIRECTION
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1.5
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S-1
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S-2
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3
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LONGITUDINAL CONTROL JOINTS LOCATED APPROX. 12" ABOVEBOTTOM RADIUS (BOTH SIDES TYPICAL
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CONTROL JOINTS EVERY 10 FT IN TRANSVERSE DIRECTIONS WITH CONCRETE JOINT SEAL
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3
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1
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SEE PLANS
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SHOTCRETE LINING
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6
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SHOTCRETE LINING THICKENED EDGE
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S-2
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INSTALL 6x6 OR 10x10 MESH ROLL REINFORCING IN SHOTCRETE
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BARS CONTINUE THROUGH JOINT
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2x4 KEY FORMED IN JOINT
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LIQUID SIDE
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CHAMFER EXTERIOR EDGE OF WALL JOINT
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6"X3/16" RIBBED PVC WATERSTOP WELD JOINTS TO HORIZONTAL JOINT WATERSTOP
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PAINT BLUE AT 12" INTERVALS-FULL CIRCUMFERENCE
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PAINT RED 12" FULL IRCUMFERENCE
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PLACE GRAVEL PACK (1" MAX)
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PLACE GEOTEXTILE FILTER FABRIC MIRAFI 140N AROUND GRAVEL PACK
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F&I 4" PERFORATED PVC DRAIN PIPE WITH END CAP
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F&I 4" WATERMANPRB-14 HYDROSSTATIC PRESSURE RELIEF VALVE WITH THIMBLE STAINER
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PLACE GRAVEL PACK (1" MAX)
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PLACE GEOTEXTILE FILTER FABRIC MIRAFI 140N AROUND GRAVEL PACK
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F&I 4" PERFORATED PVC DRAIN PIPE WITH END CAP
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F&I 4" WATERMANPRB-14 HYDROSSTATIC PRESSURE RELIEF VALVE WITH THIMBLE STAINER
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S=0.002
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NO.
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DATE
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BY
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REVISION
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 8/5/218/5/21
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SCALE:
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APPROVED BY:
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DRAWN BY:
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SHEET
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DESIGNED BY:
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OF
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NAME
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NAME
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NAME
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PROJECT NO.
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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STRUCTURAL DETAILS
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THICKENED EDGE DETAIL
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CANAL LINING CUTOFF WALL
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C-3
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1
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SHOTCRETE LINING
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C-3
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2
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C-2
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7
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C-1
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5
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C-2/3
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6
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S-2
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5
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C-2
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3
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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SCALE: 1/2" = 1'-0"
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SCALE: 1/2" = 1'-0"
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SCALE: 3/4" = 1'-0"
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VERTICAL CONSTRUCTION JOINT WITH WATERSTOP
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C-2
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3
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SCALE: 3/4" = 1'-0"
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WALL DRAIN PLAN VIEW
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S-2
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8
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WALL DRAIN ELEV VIEW
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S-2
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DOUBLE CURTAIN
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SINGLE CURTAIN
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32 DIA
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32 DIA
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16 DIA
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32 DIA
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16 DIA 12" MIN
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MASONARY: 1. MORTAR SHALL BE TYPE M CONFORMING TO ASTM C270. MORTAR SHALL BE TYPE M CONFORMING TO ASTM C270. 2. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OH 2000 PSI. 3. VERTICAL REINFORCING SHALL BE HELD IN PLACE AT TOP VERTICAL REINFORCING SHALL BE HELD IN PLACE AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 4. ALL REINFORCING BAR SPLICES SHALL BE LAPPED FIFTY (50) ALL REINFORCING BAR SPLICES SHALL BE LAPPED FIFTY (50) BAR DIAMETERS UNLESS OTHERWISE NOTED. STRUCTURAL CONCRETE: REINFORCING CONCRETE: 1. CONCRETE STRENGTHS: CONCRETE STRENGTHS: REINFORCED CONCRETE f'c=4000 PSI (28 DAYS) UNREINFORCED CONCRETE f'C=2000 PSI (28 DAYS) CEMENT: ASTM C 150 TYPE II/2 AGGREGATE: ASTM C 33 2. REINFORCING CLEARANCES (UNLESS OTHERWISE NOTED): REINFORCING CLEARANCES (UNLESS OTHERWISE NOTED): CONCRETE AGAINST EARTH: 3 INCHES. CONCRETE PLACED AGAINST FORMS (EDGES OF SLABS AND FOOTINGS, WALLS): 1-1/2 IN. FOR NO. 5 BARS AND SMALLER: 2 IN. FOR NO. 6 BARS AND LARGER. TOPS OF FOOTINGS: 2 IN. TOPS OF SLABS ON GRADE: 2 IN. (MINIMUM)-LAP WITH WITH FOOTING REINFORCING. 3. REINFORCING STEEL: ASTM A 615 OR A 706 GRADE GO REINFORCING STEEL: ASTM A 615 OR A 706 GRADE GO DEFORMED. 4. FOOTING AND WALL INTERSECTIONS: UNLESS NOTED FOOTING AND WALL INTERSECTIONS: UNLESS NOTED OTHERWISE, EXTEND HORIZONTAL REINFORCING TO THE EXTEND POSSIBLE (1-1/2"OR2" CLEAR) AND TERMINATE WITH ACI STANDARD 90 DEGREE HOOKS. 5. SECURE ITEMS TO BE EMBEDDED IN CONCRETE IN PLACE SECURE ITEMS TO BE EMBEDDED IN CONCRETE IN PLACE PROIR TO PLACING CONCRETE.
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PROVIDE ADDITIONAL VERTICAL REINFORCEMENT EVENLY DISTRIBUTED EACH SIDE OF OPENING EQUAL TO THE NUMBER OF HORIZONTAL BARS CUT BY OPENING
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REINFORCEMENT STEEL ATO BE SAME SIZE AS LARGER OF HORIZONTAL OR VERTICAL BARS.
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CIRCULAR OPENINGS SEE STRUCTURAL DETAILS FOR SIZE AND EMBED ITEMS.
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PROVIDE ADDITIONAL HORIZONTAL REINFORCEMENT EVENLY DISTRIBUTED EACH SIDE OF OPENING EQUAL TO THE NUMBER OF VERTICAL BARS CUT BY OPENING
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CONCRETE LINER
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SEAL JOINT GREENSTREAK WATERSTOPS 581 EPOXY BOLTED OR EQUIVALENT
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CONCRETE STRUCTURE
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CONTROL JOINT
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TIE
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90°
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(TIE BENDS SIMILAR)
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D
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D
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180-DEG
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90-DEG
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Db = (1) BAR DIAMETER D = FINISHED INSIDE BEND DIA D = 6Db #3-#8 D = 8Db #9-#11
NOTE 1. SPLICE SHOWN ARE CLASS B SPLICE fy=60ksi f'c=4ksi. SEE CHART FOR DIFFERENT CONCRETE STRENGTHS. 2 SPLICES ASSUME THE MODIFICATION SPLICES ASSUME THE MODIFICATION FACTORS OF ACI 318 SECTION 12.2 ARE 1.0 FOR OTHER CONDITIONS PROVIDE SPLICE LENGTHS IN ACCORDANCE WITH ACI 318. 3. USE THE SPLICE LENGTH GIVEN FOR USE THE SPLICE LENGTH GIVEN FOR TOP BARS WHEN MORE THAN 12" OF CONCRETE IS CAST BELOW HORIZONTAL BARS IN THE MEMBER. USE THE SPLICE LENGTH GIVEN FOR BOTTOM BARS FOR ALL OTHER CONDITIONS.
SIZE D A OR G APPROX H D A OR G APPROX H A OR G APPROX H
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135° SEISMIC HOOK
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SEISMIC STIRRUP/TIE
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REINFORCEMENT BENDS AND SPLICES
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FURNISH AND INSTALL ELASTOMERIC SEALANT IN GAP (SEE NOTE)
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BACKER ROD
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SEALANT NOTE: ALL COLD JOINT INTERFACES BETWEEN SURFACES SHALL HAVE "SIKAFLEX 2C" ELASTOMERIC SEALANT OR PRE-APPROVED EQUAL. BACKER RODS SHALL BE INSTALLED AT BOTTOM OF JOINT TO PREVENT BOND. CONCRETE SHALL CURE FOR AT LEAST 72 HOURS PRIOR TO SEALANT PLACEMENT AND APPLY ACCORDING TO PRODUCT MANUFACTURERS REQUIREMENTS. SEALANT SHALL FILL JOINT COMPLETELY. SEALANT MUST BE ALLOWED TO CURE AT LEAST 3DAYS BEFORE IMMERSING IN WATER. AS AN ALTERNATIVE TO THE BACKER ROD, A BOND BREAKING TAPE PLACED AT THE BOTTOM OF THE GROVE WILL BE ALLOWED.
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NO.
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DATE
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BY
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REVISION
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 8/5/218/5/21
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SCALE:
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APPROVED BY:
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DRAWN BY:
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SHEET
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DESIGNED BY:
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OF
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NAME
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NAME
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NAME
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PROJECT NO.
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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STRUCTURAL DETAILS
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S-2
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C-2
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2
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REINFORCEMENTS WITH NO WATERSTOPS
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CONCRETE OPENING REINFORCEMENTS
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CONTROL JOINT
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WATERSTOP CONCRETE CONNECTION
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-
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1
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S-2
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3
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S-2
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6
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MASONARY NOTES
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S-2
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5
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SCALE: 3/4" = 1'-0"
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SCALE: 1" = 1'-0"
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SCALE: NTS
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SCALE: 3/4" = 1'-0"
STO
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DT-1
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W8x21 CROSS BEAM DETAIL (TYP)
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BOLTED CONNECTION DETAIL
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ELEVATION
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PLAN VIEW
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CATWALK DETAIL
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SCALE: 3/8" = 1'-0"
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6
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8
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5
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2
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NON-REMOVABLE HANDRAIL D/S SIDE ONLY
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REMOVABLE HANDRAIL U/S SIDE ONLY
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3
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BOLTED CONNECTION DETAIL
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5
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NOTE: HANDRAIL SHALL BE CONSTRUCTED TO MATCH EACH CATWALK SECTION LENGTH-DO NOT CONSTRUCT CONTINUOUS HANDRAIL FOR ENTIRE LENGTH OF CATWALK
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-
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1
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C-2
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G
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-
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-
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-
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-
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-
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-
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OUTER MOUNTING PLATE DETAIL (TYP)
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GRATING
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KICK PLATE
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BOLT BAR GRATING TO SUPPORT BEAMS WITH STAINLESS STEEL SOCKET HEAD SCREWS
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W8x21 OR W14x34 MAIN BEAM
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CATWALK HANDRAIL
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W8x21 CROSS BEAM
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FOOTING
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CATWALK FOOTING END SECTION
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OUTER MOUNTING PLATE SEE DETAIL
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G
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SCALE: 1" = 1'-0"
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-
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6
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-
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1
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-
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W8x21 OR W14x34 MAIN BEAM
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1/4"
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2"
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2 "12"
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2 "12"
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2"
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13/16" HOLEFOR 3/4" ASTMA325 BOLT
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BOLTED CONNECTION DETAIL
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12" END PLATE FOR BOLTED CONNECTION
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12" END PLATE FOR BOLTED CONNECTION
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PLAN VIEW
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ELEV VIEW
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W8x21 OR W14x34 MAIN BEAM
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GRATING
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SCALE: 1" = 1'-0"
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5
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-
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W8x21 OR W14x34 MAIN BEAM
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3/16"
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1/2" BASE PLATE
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1/2" BOLT SEE NOTE
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FOOTING
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CL FOOTING AND PLATE
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OUTER MOUNTING PLATE DETAIL
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ANCHOR NOTE: DRILL 9/16" x5" DEEP HOLE IN 9/16" x5" DEEP HOLE IN x5" DEEP HOLE IN CONCRETE AND EPOXY 1/2" SS ALL THREAD ANCHOR MIN 5" EMBEDMENT DEPTH. SECURE WITH 1/2" SS WASHER AND NUT. NOTE-ANCHOR BOLT LENGTH MAY VARY.
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SCALE: NTS
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6
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-
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GRATING
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W8x21 CROSS BEAM
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W8x21 OR W14x34 MAIN BEAM
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3/16"
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CROSS BEAM DETAIL
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SCALE: NTS
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8
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-
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1/8"
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R0'-4"
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1/8"
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KICK PLATE
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2" SCH 40PIPE (TYP)
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NON-REMOVABLE OR REMOVABLE CONNECTION TYPE 1, 2 OR 3
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TOP OF WALKING SURFACE
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SCALE: 1" = 1'-0"
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HANDRAIL DETAIL
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-
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4
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3
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2
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-
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-
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3/16"x6" KICK PLATE @ CENTER OF I-BEAM
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STRUCTURAL STEEL SUPPORT
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2" SCH 40PIPE (TYP)
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2-1/2" SCH 40PIPE SOCKET
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DRILL THROUGH BOTH PIPES AND SECURE WITH 3/8" GALV BOLT, NUT AND WASHER
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DRILL 1/2" DRAIN HOLEAT BOTTOM OF SOCKET
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DRILL 9/16" HOLE IN 2 1/2"PIPE ONLY, WELD " NUT TO 12" NUT TO OUTSIDE FACE, AND INSTALL " 12" x1" GALV BOLT TO PREVENT HANDRAIL MOVEMENT
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REMOVABLE HANDRAIL POST
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SCALE: NTS
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3
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-
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3/16"x6" KICK PLATE @ CENTER OF I-BEAM
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HANDRAIL BOLTED CONNECTION
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1/8"
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1/8" 2"-12"
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STRUCTURAL STEEL SUPPORT
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NON-REMOVABLE HANDRAIL POST OR REMOVABLE POST SOCKET
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NON-REMOVABLE HANDRAIL POST
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4
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-
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SCALE: NTS
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DT-1
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8
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BOLTED HANDRAIL CONNECTION DETAIL
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TYPE 2 FRONT VIEW
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TYPE 3 TOP VIEW
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SCALE: NTS
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8
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-
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GRATING NOTES: 1. ALL BAR GRATING SHALL BE GALVANIZED STEEL 1-3/4"x " 316" BARS AT 1-3/16" O.C. WITH 4" CROSS BARS. 2. ALL GRATING SHALL BE BANDED ALL AROUND INCLUDING NOTCHED AREAS. 3. ALL GRATING SHALL BE BOLTED DOWN SECURELY WITH STAINLESS STEEL SOCKET HEAD SCREWS. 4. RIGHT AND LEFT SPANS FOR FARMINGTON FLUME ARE 29'-6" EACH.
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NO.
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DATE
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BY
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REVISION
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 8/5/218/5/21
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SCALE:
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APPROVED BY:
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DRAWN BY:
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SHEET
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DESIGNED BY:
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OF
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NAME
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NAME
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NAME
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PROJECT NO.
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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CATWALK AND HANDRAIL DETAILS
STO
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EA
STW
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ICT
DT-2
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RGS PVC COATED CONDUIT
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1/8" ALUMINUM PLATE WALLS (TYP)
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LOCKABLE HASP
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1/8" ALUMINUM PLATE ENCLOSURE LID W/ 1/2" LIP 3 SIDES
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2"x2"x1/4" ALUMINUM ANGLE 2" WIDE FOR ENCLOSURE ATTACHMENT TO STILLING WELL SECURE ANGLE TO STANDPIPE W/ " SS BOLT & WASHER. 12" SS BOLT & WASHER.(4 TOTAL)
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3/16" ALUMINUM PLATE BASE WITH OPENING TO MATCH PIPE ID
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WALL PENETRATION SEAL AFTER INSTALLATION
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CONDUIT CLAMP
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UNISTRUT SUPPORT ANCHOR TO WALL USING STAINLESS EXPANSION ANCHORS
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LOOP 12" OF CABLE FOR ADJUSTMENT
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PRESSURE TRANSDUCER HOUSING ASSEMBLY
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LOCKABLE HASP
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REMOVABLE 3/16" ALUMINUM PLATE WITH OPENING TO MATCH PIPE OD
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PLAN
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NOTE: LID SHALL OPEN PARALLEL TO CANAL
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ELEVATION
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(FACING CANAL/RESERVOIR)
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SS HINGE
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SS HINGE
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TOP OF STILLING WELL STAND PIPE
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PRESSURE TRANSDUCER CABLE ZIP-TIED TO METAL PLATE IN STILLING WELL
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1/2" OPENING ON PLATE,1 1/4" ON CENTER
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ELEVATION
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(FACING CANAL/RESERVOIR)
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PRESSURE TRANSDUCER CABLE
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2.5"x1/8" GALVANIZED FLAT BAR SECURE FLAT BAR TO INSIDE STILLING WELL W/ 1/2" GALVANIZED BOLT,NUT & WASHER (2 TOTAL)
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PRESSURE TRANSDUCER CABLE ZIP-TIED TO METAL PLATE IN STILLING WELL
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ELEVATION
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(FACING CANAL/RESERVOIR)
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HORIZONTAL LINE ENGRAVED ONTO 2.5"x1/8" GALVANIZED FLAT BAR WITH TEXT SAYING "SECURE TRANSMISSION AT THE LINE IDENTIFIED"
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15" X 4' DEEPCONC FOOTING
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CAST PVC SLEEVE INTO CONCRETE
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PAINT BLUE AT 12" INTERVALS-FULL CIRCUMFERENCE
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3" GALV IRON PIPE
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CONDUIT EXTEND TO FINAL DESTINATION
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TOP OF RED PAINT
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F&L 3" GALV IRON THREADED CAP
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PAINT RED 12" FULL IRCUMFERENCE
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PLACE STAFF GAUGE NEAR BASIN DELIVERY STRUCTURES AT TOE OF EMBANKMENT SLOPE AND BEYOND AREA OF TURBULENCE AT PIPE OUTLET
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SET FIRST RCP PIPE IN A BED OF NON-SHIRNK CONSTRCUTION GROUT MIXED TO DRY PACK CONSISTENCY ALL GROUT TO CURE FOR 24 HOURS BEFORE SETTINGANY ADDITIONAL PIPE
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STILLING WELL BASE
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RCP PIPE WALL
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DATE
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BY
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REVISION
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 8/5/218/5/21
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SCALE:
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APPROVED BY:
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DRAWN BY:
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SHEET
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DESIGNED BY:
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OF
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NAME
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NAME
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NAME
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PROJECT NO.
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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STILLING WELL AND STAFF GAUGE DETAILS
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STILLING WELL HOUSING
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TRANSMITTER ASSEMBLY
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CANAL STAFF GAUGE
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2
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C-4
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3
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STILLING WELL RCP PIPE AND BASE CONNECTION
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C-4
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5
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SCALE: 1" = 1'-0"
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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C-2
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6
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C-4
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1. CORD GRIP, " NPT WITH REDUCING BUSHING, O-Z CAT NO. SR-50-375. DO NOT EXCEED 15 FT-LBS OF TORQUE WHEN CLAMPING SENSOR CABLE. 2. 1 1/4" COUPLING, PVC - FEMALE THREAD. 1 1/4" COUPLING, PVC - FEMALE THREAD. 3. 1 1/4" PVC, SCHDL 40 1 1/4" PVC, SCHDL 40 4. CONDUIT SEALING BUSHING, O-Z CSME-300P. CONDUIT SEALING BUSHING, O-Z CSME-300P. 5. 3" PIPE EXTENSION, THREADED ON END, SMOOTH 3" PIPE EXTENSION, THREADED ON END, SMOOTH FINISH OTHER END. 6. REDUCING FITTING, 3" TO 2". REDUCING FITTING, 3" TO 2". 7. GALVANIZED STEEL U-BOLT AND FITTING. GALVANIZED STEEL U-BOLT AND FITTING. 8. 2" PVC, SCHDL 80 PIPE, THREADED. 2" PVC, SCHDL 80 PIPE, THREADED. 9. VENT HOLEVENT HOLE
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NOTES FOR TRANSMITTER SUPPORT ASSEMBLY
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ITEM
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LOCKABLE HASP
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CONDUIT CLAMP
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RGS PVC COATED CONDUIT
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UNISTRUT SUPPORT ANCHOR TO WALL USING STAINLESS EXPANSION ANCHORS
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ALL PENETRATION SEAL AFTER INSTALLATION
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CONDUIT EXTEND TO FINAL DESTINATION
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3/16" STEEL PLATE ENCLOSURE LID
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NOTES: LEVEL TRANSDUCER/TRANSMITTER INSTALLATION 1. FIBERGLASS TYPE 4X ENCLOSURE FOR TERMINATING FIBERGLASS TYPE 4X ENCLOSURE FOR TERMINATING TRANSDUCER SIGNAL LEADS, PRESSURE/LEVEL TRANSMITTER REFERENCE TUBE WHERE APPLICABLE AND SIGNAL TRANSIENT PROTECTOR. USE SILICA GEL CARTRIDGE TO TERMINATE REFERENCE TUBE. USE ENCLOSURE WITH LEXAN WINDOW FOR INSPECTING CARTRIDGE COLOR. USE HIGED COVER WITH TWO CORNER SCREWS. SIZE PER PHYSICAL REQUIREMENTS. 2. 3/16" STEEL PLATE SUPPORTED BY STILLING WELL. 3/16" STEEL PLATE SUPPORTED BY STILLING WELL. MINIMUM 4 TABS TO SECORE PLATE FROM MOVING. 3. PRESSURE/LEVEL TRANSMITTER SHALL BE GE SENSING PRESSURE/LEVEL TRANSMITTER SHALL BE GE SENSING MODEL PTX 1230, 2 WIRE, 4-20MA OUTPUT, WITH FACTORY CABLE TO SILICA GEL CARTRIDGE. 4' ULTRASONIC/LEVEL TRANSDUCER SHALL BE AUTOMATION ULTRASONIC/LEVEL TRANSDUCER SHALL BE AUTOMATION PRODUCTS GROUP MODEL DST-1002, 2 WIRE, 4-20 MA OUTPUT. 5. AFTER INSTALLATION OF PRESSURE/LEVEL TRANSMITTER AT AFTER INSTALLATION OF PRESSURE/LEVEL TRANSMITTER AT DEPTH FURNISHED BY ENGINEER, FIELD MEASURE DISTANCE FROM TIP OF SENSIOR TO BOTTOM OF STILLING WELL WITH ACCURACY OF 0.1 OF AN INCH AND FURNISH TO ENGINEER. 6. 3/4" COATED STEEL CONDUIT TO UNDERGROUND RUN TO MOTOR CONTROL CENTER FOR PLC ANALOG INPUT OF LEVEL. 7. OZ-GEDNEY TYPE R CABLE SUPPORT, TYPICAL. OZ-GEDNEY TYPE R CABLE SUPPORT, TYPICAL. 8. 2" PVC, SCHEDULE 40 CONDUIT WITH THREADED FITTINGS. 2" PVC, SCHEDULE 40 CONDUIT WITH THREADED FITTINGS. 9. THREADED MALE CONNECTOR TO FEMALE SLIP FIT, USE THREADED MALE CONNECTOR TO FEMALE SLIP FIT, USE NEOPRENE WASHERS TO TIGHTEN CONNECTION, REST PVC PIPE ON BOTTOM OF STILLING WELL.
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FIBERGLASS TYPE 4X ENCLOSURE
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ELEC CONDUIT
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LOCKABLE HASP
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PRESSURE/LEVEL TRANSDUCER TUBE
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REMOVABLE 3/16" STEEL PLATE RESTING ON STILLING WELL AND STRUCTURE WALL TO SUPPORT TRANSDUCERS
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ULTRASONIC TRANSDUCER (THREAD INTO FLANGE COUPLER)
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HINGE
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3" NORMAL PIPETHREAD FLANGED COUPLER
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1"x3/16" FLAT BAR WELDED TO FLANGED COUPLER. SECURE FLAT BAR TO STANDPIPE W/ 3/8" GALVANIZED BOLT, NUT& WASHER (3 TOTAL)
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2"x2"x " ANGLE 2" 14" ANGLE 2" WIDE FOR ENCLOSURE ATTACHMENT TO STILLING WELL. SECURE ANGLE IRON TO STANDPIPE W/ 12 GALVANIZED BOLT & WASHER. (4 TOTAL)
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PRESSURE/LEVEL TRANSDUCER SET @
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TOP OF WALL
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LOCKABLE HASP
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HINGE
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2" SCH 80 PVC PIPE, DRILL 38"HOLES ALONG PIPE LENGTH, SECURE TO STILLING WELL WA;LL EVERY 36"USING " GALAVNIZED U-BOLTS, 38" GALAVNIZED U-BOLTS,WASHERS, AND NUTS
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STRAP PIPE TO WALL WITH 2"x1/8" GALVANIZED STRAPS ATTACH TO WALL WITH 1/2" GALVANIZEDEPOXY SET ANCHOR, NUT AND WASHER. (TYP 2 ANCHORS PER STRAP)
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LOOP 12" OF CABLE FOR ADJUSTMENT PURPOSE (TYP EACH TRANSDUCER)
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3/16" STEEL PLATE
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CONCRETE FLOOR
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12" GALVANIZEDSTEEL PIPE 1/8" WALL THICKNESS
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TRANSDUCER ASSEMBLY
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TRANSMITTER ASSEMBLY
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EARTH TO STRUCTURE CONDUIT PENETRATION
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DATE
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BY
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REVISION
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 8/5/218/5/21
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SCALE:
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APPROVED BY:
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DRAWN BY:
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SHEET
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DESIGNED BY:
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OF
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NAME
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NAME
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NAME
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PROJECT NO.
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UPPER FARMINGTON CANAL
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TUNNEL OUTLET FLUME
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TRANSDUCER DETAILS
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ULTRA SONIC WALL MOUNTED STILLING WELL TOP
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DT-3
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DT-3
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3
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DT-3
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2
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DT-3
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DT-3
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#4 @ 12" O.C. BOTH WAYS
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MORRILL MID-2005 GALV. COUPLER OR APPROVED EQUAL
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24" 100 PSIPIP PVC PIPE
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24" CANAL GATE
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TOP OF LINING
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#4 @ 12" O.C. BOTH WAYS
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PIPE OPENING REINFORCEMENT SEE DETAIL
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S-2
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4" GALVANIZED STEEL AIR VENT FOR PVC PIPELINE
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2
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CANAL GATE
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NOTES: 1. CONCRETE STRENGTH TO BE 3,000 PSI @ 28 DAYS, NO ADMIXTURES SHALL BE INCORPORATED INTO CONCRETE MIX UNLESS PRE-APPROVED.
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PROFILE VIEW
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SECTION A-A
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DT-4
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A
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24" 100 PSIPIP PVC PIPE
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PIPE INVERT ELEV: 329.5
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PIPE INVERT ELEV: 329.5
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S=0.4%
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ELEV: 343.0
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24" CANAL GATE
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NOTE: WRAP ALL STEEL HARDWARE IN 4ML POLYETHYLENE
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#4 @ 12" O.C. EW (TYP)
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WATER STOP
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6
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S-2
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F&I MANHOLE STOP RING OR BENTONITE CLAY STRIP WATERSTOP
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INVERT ELEV: 328.5
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CANAL FLOOR ELEV: 328.0
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24" SCH 40 GALVANIZED STEEL PIPE
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NOTE: WRAP ALL STEEL HARDWARE IN 4ML POLYETHYLENE
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#4 @ 12" O.C. EW (TYP)
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WATER STOP
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F&I MANHOLE STOP RING OR BENTONITE CLAY STRIP WATERSTOP
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INVERT ELEV: 329.5
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CANAL FLOOR ELEV: 328.0
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24" SCH 40 GALVANIZED STEEL PIPE
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6" WATERSTOP
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6" WATERSTOP
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24" SCH 40 GALVANIZED STEEL PIPE
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6
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S-2
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NO.
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DATE
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BY
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REVISION
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PROJECT NO.
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
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JOB NUMBER:
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DWG. CURRENT AS OF: 8/5/218/5/21
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SCALE:
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APPROVED BY:
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DRAWN BY:
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SHEET
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DESIGNED BY:
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OF
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NAME
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NAME
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NAME
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PROJECT NO.
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UPPER FARMINGTON CANAL]
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TUNNEL OUTLET FLUME
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BYPASS LINE BOX AND DETAILS
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CANAL BYPASS INLET GATE DETAIL
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SCALE: 3/8" = 1'-0"
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CANAL BYPASS INLET/OUTLET
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C-2
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C-2
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CANAL BYPASS OUTLET
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CANAL BYPASS INLET
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-
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A
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F&I LANE MODEL P-14938 POLYPROPLYENE MANHOLE STEPS OR ENGINEER PRE-APPROVED EQUIVALENT INSTALL PER MANUFACTURERS SPECIFICATIONS
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TOP OF LINING
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SAFETY CABLE AND FLOAT ASSEMBLY
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3" STANDARD WEIGHT STEEL PIPE GALVANIZED WITH CAP
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CONCRETE FOOTING
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5/8" GALVANIZED EYE BOLT THROUGH ANCHOR POST
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CONSTRUCT ANCHOR POST WHERE SHOWN ON SITE PLAN
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GALVANIZED WIRE ROPE LOOP CONNECTION WITH THIMBLE TO EYE BOLT
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12" POLYETHYLENE FLOAT, JIMBUOY MODEL 4400-RF OR EQUAL SECURE FLOAT IN MANNER ACCEPTABLE TO OWNER'S REPRESENTATIVE
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1/2" STANDARD STRENGTH WIRE ROPE CLIPS, TYP. 3 EACH END
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NYLON COVERED WIRE ROPE STRAND, MIN. 14,000 LB TENSILE STRENGTH
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LENGTH AS REQUIRED
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CANAL FLOW
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CONSTRUCT ANCHOR POST
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SAFETY CABLE AND FLOAT ASSEMBLY
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SAFETY CABLE AND FLOAT ASSEMBLY
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SAFETY LADDER DETAIL
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6767 EAST MAIN ST. STOCKTON CA
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THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH THE ENGINEER. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
