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2012-05-10_REVISION - M1977342
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2012-05-10_REVISION - M1977342
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Last modified
6/16/2021 6:19:05 PM
Creation date
5/10/2012 3:26:43 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
REVISION
Doc Date
5/10/2012
Doc Name
Submittal of As-Built Drawings for Original Construction of Ultimate Canal
From
CLIMAX
To
DRMS
Type & Sequence
TR4
Email Name
PSH
Media Type
D
Archive
No
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io <br />B <br />STEEL OR WOOD POST <br />(2" x 2" NOMINAL) <br />ATTACH SILT FENCE <br />FABRIC SECURELY TO <br />UPSTREAM SIDE OF POST <br />AND ANCHOR IN TRENCH <br />SILT FENCH FABRIC <br />BALES SHALL BE TIGHTLY <br />ABBUTED W/ NO GAPS. WEDGE <br />LOOS STRAW BETWEEN BALES. <br />10' MAX. <br />POST SPACING <br />SILT FENCE INSTALLATION <br />(DETAIL, NOT TO SCALE) <br />NOTE: INSTALL SILT FENCE AROUND DESIGNATED <br />WETLANDS, DRAINAGES, AND ON THE DOWNHILL SIDE OF <br />DISTURBED AREAS THAT ARE TRIBUTARY TO THE FRESH <br />WATER SYSTEM. INSPECT AND REPAIR FENCE AFTER EACH <br />STORM EVENT AND REMOVE SEDIMENT AS NECESSARY. <br />' ._.....iJ <br />ii <br />0w n i� <br />V/ 1 \II <br />WOODEN STAKE OR i t W <br />REBAR DRIVEN <br />THROUGH BALE <br />EROSION BALE <br />(PROFILE, NOT TO SCALE) <br />EROSION BALE <br />(PLAN, NOT TO SCALE) <br />FLOW <br />STEEL OR WOOD POST <br />(2" x 2 NOMINAL) <br />24" MIN. <br />18" MIN. <br />SILT FENCE TRENCH <br />(DETAIL, NOT TO SCALE) <br />FLOW <br />8' x 6" TRENCH W /CDOT <br />CLASS 2 BASECOURSE <br />ANGLE STAKE TOWARD <br />PREVIOUS BALE TO <br />PROVIDE TIGHT FIT <br />EMBED BALES 4' MN. INTO SOIL <br />AND COMPACT AROUND BALE <br />TO PREVENT EROSION OR <br />FLOW UNDER BALES <br />5' 6' <br />H <br />H <br />II <br />II <br />U <br />EROSION BALE <br />(DETAIL, NOT TO SCALE) <br />NOTE: INSTALL STRAW BALES IN DRAINAGE SWALES <br />THAT ARE DOWNSTREAM OF DISTURBED AREAS AND <br />TRIBUTARY TO THE FRESH WATER SYSTEM. BALES <br />SHALL BE CERTIFIED AS WEED-FREE. <br />GRASS -LINED V-SHAPED CHANNEL <br />(TYPICAL SECTION, NOT TO SCALE) <br />GRASS -LINED PARABOLIC CHANNEL <br />W/ GEOMEMBRANE CHANNEL LINING <br />(TYPICAL SECTION, NOT TO SCALE) <br />6' - 9" <br />KEY IN <br />FABRIC <br />GRASS -LINED TRAPEZOIDAL CHANNEL <br />W/ ROCK -LINED LOW -FLOW CHANNEL <br />(TYPICAL SECTION, NOT TO SCALE) <br />GRASS-LINED V-SHAPED CHANNEL <br />W/ ROCK -LINED LOW-FLOW CHANNEL <br />(TYPICAL SECTION, NOT TO SCALE) <br />FILTER <br />FABRIC <br />GRASS -LINED PARABOLIC CHANNEL <br />W/ ROCK -LINED LOW -FLOW CHANNEL <br />(TYPICAL SECTION, NOT TO SCALE) <br />6 - -9" <br />KEY IN <br />FABRIC <br />TRASH RACK <br />SEDIMENT <br />BASIN <br />TOP OF <br />EMBANKMENT <br />RISER W/ <br />TRASH RACK <br />SPILLW <br />CONDU <br />SPILLWAY ELEV. <br />1.0' <br />elha� <br />2.0' <br />CLEANOUT <br />MARK <br />ENGINEERED I <br />INLET SELECTED FILL SPILLWAY <br />ELEV. PLACED IN LAYERS CONDUIT <br />AND COMPACTED STABILIZED <br />OUTLET <br />NEM <br />ANTI- FLOTATION <br />DRAINAGE HOLES BLOCK <br />NOTE: CONTRACTOR SHALL PREPARE AND <br />SUBMIT TO OWNER A FORMAL CONSTRUCTION <br />STORMWATER MANAGEMENT PLAN. THE <br />DETAILS SHOWN ON THIS DRAWING MAY BE <br />INCORPORATED INTO THE CONTRACTOR'S PLAN. <br />EMERGENCY <br />SPILLWAY <br />SEDIMENT BASIN <br />(PLAN, NOT TO SCALE) <br />SEDIMENT BASIN <br />(SECTION, NOT TO SCALE) <br />EMBANKMENT STABILIZED <br />r W/ VEGETATION <br />FREEBOARD <br />1.0' MIN. <br />ANTI -SEEP COLLAR <br />TYPICAL OF 2 <br />Y <br />STABILIZED <br />OUTLET <br />MADE DV <br />LOH <br />NOS <br />A <br />6 <br />DATE <br />ENANE <br />COO EY <br />SMA <br />REMAIN <br />RELEASED FOR CONTRACTOR BOOING <br />RECORD ORPONNOS <br />'This drawing together with any and all additions, <br />corrections. changes and alterations thereof is the <br />property of Climax idd/Odenum Company and is <br />furnished on the express condition that it shall <br />not be roproaUce4 cnpled, lent. or a4spoaed of <br />directly or Indirectly, nor used for any other <br />purpose than far which it is specifically furnished <br />without the prior written consent of said Climax <br />Yalybdenum Company.' <br />8 <br />a <br />a <br />a. <br />REV NO <br />MAYAN 10 <br />ND <br />ReFORINCe <br />Henderson Ultimate Canal System <br />General Arangement <br />Stormwater Management Plan <br />Climax Molybdenum Henderson Mill <br />MDS <br />Parallel, Colorado <br />12/29/05 <br />ACCEPTED ML <br />L <br />ONCKED <br />SMM <br />3/24/06 <br />12/29/05 <br />EONS <br />As Noted <br />DRAWING NO. <br />UC-1 -02 <br />3 <br />
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