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NOTES: <br /> 60"DIA.CHDPE 1. FIELD VERIFY LOCATION AND POSITION OF INLET STRUCTURE. <br /> 2. CONSTRUCT PER SPECIFICATION 03300:CAST-IN-PLACE CONCRETE. B <br /> (NEWj 3. CHAMFER EXPOSED CONCRETE CORNERS t"(NOT SHOWN). 413 TOP GRATING SAFETY RAIL, <br /> SAFETY RAIL, 1 O� 4. SLIDE GATE TO BE HYDROGATE SELF-CONTAINED HEAVY DUTY SLIDE GATE,72" NOT SHOWN REF. DETAIL 2 "DIAL CONCRETE <br /> X 72". FACE MOUNT.9'-6"FRAME HEIGHT(FIELD VERIFY),WITH HANDWHEEL. DWG.416 ANCHOR BOLT <br /> REF. DETAIL 2 F IN THIS VIEW. (TYP 4) CONCRETE <br /> DWG.416 INSTALL PER MANUFACTURER'S RECOMMENDATIONS.SUBMIT SHOP DRAWING L2�_p" <br /> FOR APPROVAL BEFORE ORDERING. <br /> PIPE COLLAR <br /> CULVERT 5. DAYLIGHT 12 G COPPER CHDPE LOCATING WIRE AT VENT PIPE.LEAVE MIN.6' <br /> INLET STRUCTURE, / EXPOSED. - 4'-0" <br /> REF.DETAIL <br /> THIS SHEET <br /> FIELD FORM NEW WALL NOTCH <br /> BETWEEN STRUCTURES, — - ANGLE FOR <br /> EPDXY DOWELS INTO EXISTING WALLS -- - <br /> Wl#5 REBAR,12"1 ONG 12"O.C., STOPLOGS <br /> #5 REBAR @ 12"O.C.E.W. VERTICAL WALL <br /> 89.9999801 A <br /> (2 LAYERS) <br /> --- SLIDE GATE 413 <br /> S #5 X 18"LONG DOWELS. <br /> AW -_— <br /> CUT FLOOR 12 EA EVENLY SPACED <br /> AROUND 60"/ 2'-0" SLAB Q MIN.6"INTO WA CHDPE PIPE. 2"X 4" JUUUUUUUtUUUUU1ULL) <br /> SAFETY RAIL -' -- SLOT FOR <br /> � (REF.DWG.416) - STOPLOGS <br /> __. <br /> _ INSTALL A A KBA-1510 <br /> d ULTRASEAL WATERSTOP INN <br /> A-01 <br /> 6'-0" <br /> EXISTING CENTER OF WALL KEY, INSTALL FIELD FIT <br /> WALL PER MFR'S RECOMMENDATIONS NEW WALL <br /> W/MIN.4"CLEAR ON BOTH SIDES SECTION <br /> AND ENDS. <br /> 1'-0"� AS REQ'D <br /> CONCRETE WALL KEY CULVERT INLET STRUCTURE <br /> DETAIL 2 <br /> FLOW N.T.S. - -- DETAILS 1B"DTA. - - <br /> a 2 4 6 e VENT ASSEMBLY <br /> Scale in Feet (REF.DETAIL <br /> DWG.416) <br /> NOTE: <br /> TRASHRACK <br /> NOT SHOWN 72"X 72"SLIDE GATE <br /> IN THIS VIEW. W/HANDWHEEL <br /> WEST INTERCEPTOR SEARLE GULCH 8'-0" <br /> DIVERSION STRUCTURE(EXISTING) <br /> 44=4- <br /> 5/8"x 10"LONG THREAD <br /> 316 SS EXPANSION ANCHOR, <br /> WALL BETWEEN HILTI KWIK BOLT II <br /> CULVERT INLET STRUCTURE <br /> STRUCTURES(NEW) OR EQUAL(TYP 8) <br /> 1 i <br /> PLAN VIEW <br /> 0 2 4 8 12 <br /> Scale in Feet TRASHRACK, #5 REBAR, <br /> TOP GRATING, <br /> REF.DETAIL REF.DETAIL 6 12"O.C.E.W.E.F. <br /> DWG.416 DWG.416 <br /> 2"X 2"X #5 REBAR,12"O.C.E.W. FIELD <br /> s A36 ANGLE (2 LAYERS) BOTTOM ELEVATION 6"BEVEL CUT <br /> (fYP) UNKNOWN,MATCH @45° <br /> HOLE SIDE EXISTING WALL N CHDPE <br /> GRATING WALL 6"BEVEL FOR PIPE INVERT _ - - FLOW T-5" <br /> 2„ 60"CHDPE PIPE INVERT EL.11064.5 <br /> �6. 4 <br /> � 60"CHDPE PIPE EL.11065.0 1'-0" 1'-2" 413 <br /> #5 REBAR <br /> HOOP(TYP 2) <br /> a 2" I 4'-4" <br /> 60"CHDPE PIPE <br /> #5 REBAR,12"O.C.E.W. (NEW) <br /> g (2 LAYERS) 6"GRAVEL BED, 4'-1" <br /> a COMPACT W/4 PASSES <br /> 3 1'-0" VIBRATORY PLATE COMPACTOR <br /> EMBEDDED STUDS, "X 4" 24"OVERLAP <br /> GRATING POCKET W/HEADS,AT 45"AND 12"O.C. TYP(MIN.) <br /> 3 (24 TOTAL) 21'-0" <br /> DETAIL <br /> i <br /> N.T.S. CULVERT INLET STRUCTURE CULVERT INLET STRUCTURE <br /> SECTION 413 SECTION 413 <br /> 0 2 4 6 8 0 2 4 6 8 <br /> � Scale in Feet Scale in Feet <br /> 9 <br /> DATE MADE BY •This drawing together with any and ell additions, 1n Climax Molybdenum Climax Mine <br /> p nas�D,e "TEMv suM �aap corrections, changes and alterations thereof is the INTERCEPTOR REHABILITATION PROJECT <br /> Climax Molybdenum Climax.CO <br /> $ Z � property of Climax Molybdenum Company and is p •p Q furnished on the express condition that it shall w A Freeport ^DE ev Freeport-McMoRan Company WEST INTERCEPTOR CULVERT REPLACEMENT(PHASE D) 9/1/16 -IE <br /> g N not be reproduced, copied, lent, or disposed of Z DCM As Noted <br /> directly or indirectly, nor used for any other w 3700 S.INCA SraEEr DRAWING NO. <br /> g purpose than for which it is specifically furnished W W.W.WHEELER ENGLEWOOD.CO e01 1 0-3405 CULVERT INLET STRUCTURE SMMv 12/1/16 <br /> Q without the prior written consent of said Climax u- 6 ASSOCIATES, INC 303-761-413C 1.ttEmEDEv 3-520-00413 <br /> 1 Molybdenum Compony.• X -1..n..."R"=a"9��".�= r.+x 303-76"2'802 STRUCTURAL PLANS,SECTIONS,AND DETAILS ... QO <br />