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I � <br /> GATE OPERATOR <br /> (PER GATE MANUFACTURER, ` <br /> SEE DETAILS, SHT 11) � 3 <br /> EXISTING <br /> GRADE � <br /> --- - <br /> ,LAKE 2 DESIGN WSEL: 5015 <br /> z N <br /> 4 m <br /> / CAST-IN-PLACE GATE O a <br /> OPERATOR SUPPORT <br /> (SEE DETAIL) Co W Z O <br /> 1'-0" x 4'-6" DEEP W Z 0 <br /> PIERS O 10'O.C. x 0 <br /> (SEE DETAIL, SHT 10) �y <br /> Q <br /> Lu 10'_p- C4 <br /> I� (TYP.) Z O LU <br /> g <br /> 3.06 <br /> CONCRETE GRADE BEAM <br /> - 4" DIA. VENT PIPE <br /> GATE STEM AND <br /> ENCASEMENT PIPE / <br /> (SEE DETAILS, SHT <br /> / J <br /> TRASHRACK / <br /> i <br /> W <br /> INVERT FILL AREA BETWEEN W <br /> —ELEV: 4986.0 �� BULKHEAD AND GRADE COMPACTED BACKFILL CC <br /> J <br /> BEAM WITH CONCRETE GRADE SLOPE AS OREQUIRED TO <br /> r� <br /> GATE THIMBLE � CONCRETE LBULKHEAD GRADE BEAM SET G a <br /> 1•_p• POURED ONCE BORE ' <br /> (MIN.) HAS BEEN COMPLETED cc <br /> O <br /> �., 7.0 30" DIA. BORE HOLE F- W ♦r <br /> EKE , <br /> 24" DIA. HOPE PIPE CID <br /> CAST-IN-PLACE 2-0cw <br /> CONCRETE VAULT (MIN.) I _ry I� BE E SLURRY +� <br /> BETWEENTWEEN PIPE AND <br /> TRIM BORE PIPE TO 6• BORE HOLE <br /> MATCH CONCRETE (MIN.) <br /> z ^� <br /> CAST-IN-PLACE g <br /> CONCRETE VAULT u <br /> 1— — CAST PLACE GATE N Y <br /> 8'-0" OPERATOR SUPPORT <br /> r I (SEE DETAIL) � <br /> CONCRETE GRADE BEAM <br /> O <br /> rn <br /> 4.2' I 5'-0" E <br /> _ ¢ a <br /> U c <br /> 0 <br /> CONCRETE BULKHEAD LAKE 2 TO LAKE 1 INLET LAYOUT POURED ONCE BORE SCALE 1" 4' ' T <br /> = <br /> HAS BEEN COMPLETED 4�x}m_ zd tR <br /> tR <br /> GRADE BEAM(SEE DETAIL,DETAIL, SHT 10) (� < 19/DEC/17 <br /> NOTES. tqr 706 <br /> 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE. THIS PROVIDE (4) M5 x <br /> f � = <br /> DESIGN IS BASED ON A CATEGORY II STRUCTURE AND THE 2012 INTERNATIONAL BUILDING CODE. SULK" DOWELS FROM \ (,..,. g ,. _ Tls <br /> BULKHEAD, EXTEND <br /> 2. SOILS (EARTH ENGINEERING CONSULTANTS, LLC #1162033, DATED 10-13-16): 2'-6" (MIN.) INTO ,� k•1=t = 20'H 1' = 5'v <br /> MAXIMUM ALLOWABLE BEARING PRESSURE: 3000 PSF, MIN, DEAD LOAD BEARING PRESSURE: 0 PSF. GRADE BEAM t�y1 <br /> ALL BEARING SOILS SHALL BE OBSERVED &APPROVED BY AN ENGINEER REGISTERED IN THE STATE •t,. _ <br /> OF COLORADO. MS U-SHAPED q. ~ <br /> - FOUNDATIONS SHOULD BE FORMED TO THE PROPER S1ZE AND LAYOUT AS SHOWN ON PLANS. REBAR AS SHOWN O '�;✓ _ <br /> ALL FOUNDATION ELEMENTS SHOULD BE OBSERVED PRIOR TO PLACEMENT OF CONCRETE AS REQUIRED BY THE GOVERNING AGENCY. 12"D.C., EACH FACE O d <br /> #5 HORIZONTAL <br /> 3. MATERIALS: REBAR O 18" O.C., <br /> - CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000PSI & 4 1/2-7 EACH FACE <br /> 1/2%AIR ENTRAINMENT. <br /> CONCRETE REINFORCEMENT SHALL BE A615, GRADE 60. ALL REBAR SHALL BE LAP SPLICED (N4 s° <br /> REBAR-24" MIN. LAP, #5 REBAR=30'MIN, LAP) AT CORNERS AND CONSTRUCTION JOINTS, U.N.O. 30" (MIN.) LAP, TOP Chat e <br /> AND BOTTOM DRAFT <br /> NOT FOR 8 <br /> TYPICAL BULKHEAD RINFORCEMENT CONSTRUCTION <br /> SCALE 1" = 4' <br /> of <br />