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2004-10-08_REVISION - m1980244 (9)
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2004-10-08_REVISION - m1980244 (9)
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Last modified
6/15/2021 5:49:51 PM
Creation date
11/21/2007 1:53:32 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
m1980244
IBM Index Class Name
Revision
Doc Date
10/8/2004
Doc Name
Phase IV Surface Water Diversion Details Sheet 1 of 2
From
Golder Associates
To
DMG
Type & Sequence
AM8
Media Type
M
Archive
No
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rn <br />0 <br />N <br />N <br />0 <br />Z <br />a <br />0 <br />0 <br />o <br />� o <br />O y <br />U T� <br />> m <br />-o <br />a< <br />Loo <br />moo <br />N <br />�0, <br />N O No <br />a03 <br />p V�J <br />!0- <br />Z u0 <br />a �OV <br />0 <br />oast; <br />z mac <br />L <br />P y H p <br />Wf <br />STRUCTURAL_s <br />FILL <br />1 <br />PREPARED <br />SUBGRADE f <br />Il We <br />CHANNEL <br />1 <br />VARIES <br />- a 1 27 NOMINAL <br />1' MIN. GRANULAR <br />FILTER LAYER <br />iR &Ff <br />J <br />12 oz. NON -WOVEN <br />GEOTEXTILE <br />NOTE: <br />REFER TO PERIMETER CHANNEL <br />SCHEDULE FOR DIMENSIONS. <br />TYPICAL RIPRAP -LINED PERIMETER CHANNEL SECTION <br />NOT TO SCALE <br />DIVERSION CHANNEL SCHEDULE <br />" CHANNEL WIDTH IS REDUCED FROM 15' TO 12' WITHIN THIS PORTION OF CHANNEL. <br />*' CHANNEL STATIONING REFERENCE - SEE DRAWING 8. <br />6 IN. (MI <br />H1 <br />4 IN. WIRE MESH <br />REINFORCING - <br />3 IN. MIN. CLEAR <br />IN. (MIN.) /_ <br />AIN.) r J H3 (MIN.) <br />V S1 I <br />1 FT. (MI <br />4 IN. WIRE MESH 1 <br />REINFORCING - <br />3 IN. MIN. CLEAR <br />TYPE 1 CONCRETE THRUST BLOCK DIMENSIONS <br />4 ;(MIN.) <br />THRUST <br />BLOCK <br />BEGIN <br />STATION" <br />END <br />STATION" <br />CHANNEL <br />GRADE <br />CHANNEL <br />DEPTH (d) <br />CHANNEL <br />WIDTH (Wc) <br />BERM <br />WIDTH (Wf) <br />CHANNEL <br />LINING <br />RIPRAP <br />THICKNESS(T) <br />DETAIL <br />(THIS SHEET) <br />S2 <br />( %) <br />0 +00.00 <br />4 +16.76 <br />VARIES <br />NA <br />NA <br />NA <br />60" CSP <br />NA <br />NA <br />1.5 <br />4 +16.76 <br />4 +31.76 <br />0.50% <br />3.5' <br />15' <br />20' <br />TYPE VL <br />12" <br />1 <br />1+52 <br />4 +31.76 <br />23 +60.33 <br />0.50% <br />3.5' <br />15' <br />20' <br />EARTHEN <br />NA <br />2 <br />I- z <br />23 +60.33 <br />24 +23.03 <br />3.16% <br />VARIES <br />15' <br />20' <br />TYPE VL <br />12" <br />1 <br />UJ o w <br />24 +23.03 <br />25 +78.24 <br />4.09% <br />NA <br />NA <br />NA <br />3" -42" CSP <br />NA <br />NA <br />< w <br />25 +78.24 <br />26 +09.89 <br />0.25% <br />5.5' <br />15' -12'' <br />40' <br />TYPE VL <br />12" <br />1 <br />a <br />w > = <br />LJ U <br />26 +09.89 <br />45 +57.61 <br />0.25% <br />5.5' <br />12' <br />40' <br />EARTHEN <br />NA <br />2 <br />F] <br />C_ <br />45 +57.61 <br />46 +02.64 <br />11.77% <br />VARIES <br />12' <br />40' <br />TYPE H <br />36" <br />1 <br />GE <br />46 +02.64 <br />51+81.85 <br />VARIES <br />NA <br />NA <br />NA <br />84" CSP <br />NA <br />NA <br />DIGITAL No. D037 <br />Qj <br />REVISED CHANNEL SCH., RE- ISSUED FOR CONSTRUCTION <br />7/10/00 <br />SFD <br />GE <br />JFL <br />0 <br />APPEOV® JFL <br />�'� <br />� <br />0 +00.00 <br />40 +00.00 <br />0.87% <br />2.0' <br />8' <br />15' <br />EARTHEN <br />NA <br />2 <br />Z J <br />< o Z <br />40 +00.00 <br />40 +28.58 <br />10.00% <br />2.0' <br />8' <br />15' <br />TYPE VL <br />12" <br />1 <br />w <br />40 +28.58 <br />40 +92.50 <br />14.85% <br />NA <br />NA <br />NA <br />36" CSP <br />NA <br />NA <br />a a <br />:ii >_ = <br />U <br />40 +92.50 <br />44 +35.95 <br />40.47% <br />NA <br />NA <br />NA <br />36" CSP <br />NA <br />NA <br />w p <br />l-- <br />44 +35.95 <br />44 +53.53 <br />5.69% <br />NA <br />NA <br />NA <br />36" CSP <br />NA <br />NA <br />" CHANNEL WIDTH IS REDUCED FROM 15' TO 12' WITHIN THIS PORTION OF CHANNEL. <br />*' CHANNEL STATIONING REFERENCE - SEE DRAWING 8. <br />6 IN. (MI <br />H1 <br />4 IN. WIRE MESH <br />REINFORCING - <br />3 IN. MIN. CLEAR <br />IN. (MIN.) /_ <br />AIN.) r J H3 (MIN.) <br />V S1 I <br />1 FT. (MI <br />4 IN. WIRE MESH 1 <br />REINFORCING - <br />3 IN. MIN. CLEAR <br />TYPE 1 CONCRETE THRUST BLOCK DIMENSIONS <br />4 ;(MIN.) <br />THRUST <br />BLOCK <br />DIVERSION <br />CHANNEL <br />AT <br />STATION <br />H1 <br />(FT) <br />H2 <br />(FT) <br />H3 <br />(FT) <br />H4 <br />(FT) <br />W <br />(FT) <br />D <br />(FT) <br />S1 <br />( %) <br />S2 <br />( %) <br />ANGLE <br />IN <br />PLAN <br />ANGLE <br />IN <br />PIPE <br />EST. <br />CONC. <br />VOL. <br />(C.Y.) <br />1 <br />PERMANENT <br />0 +56 <br />2.5 <br />5.0 <br />4.0 <br />1.5 <br />6.3 <br />5.0 <br />19.5 <br />5.0 <br />31.8 <br />32.6 <br />3 <br />2 <br />PERMANENT <br />1+52 <br />2.5 <br />5.0 <br />4.0 <br />1.5 <br />6.3 <br />5.0 <br />5.0 <br />28.8 <br />31.9 <br />34.0 <br />3 <br />5 <br />TEMPORARY <br />40 +93 <br />2.0 <br />3.0 <br />2.0 <br />1.0 <br />4.4 <br />3.0 <br />14.9 <br />40.5 <br />38.7 <br />40.6 <br />1.5 <br />6 <br />TEMPORARY <br />44 +36 <br />2.0 <br />3.5 <br />2.5 <br />1.0 <br />4.4 <br />3.0 <br />1 40.5 <br />5.7 <br />1 61.0 <br />1 60.3 <br />2 <br />IF THE ABOVE BAR DOES <br />NOT SCALE 1 INCH THE <br />DRAWING SCALE IS ALTERED <br />TYPE 1 THRUST BLOCK DETAIL <br />NOT TO SCALE <br />ENGINEER'S STAMP <br />RE <br />4411111111NI \\ <br />7 <br />15 8 <br />( <br />1/2" U -B <br />10' MIN. <br />ORE SETBACK <br />Wf <br />2% TY <br />D STEEL <br />STD STEEL <br />SAFETY RACK HINGE DETAIL <br />NOT TO SCALE <br />FILL <br />0 0 <br />�J1 <br />2.5 _ <br />PREPARED <br />SUBGRADE <br />REINFORCING - 1 FT. (MIN.) <br />-W (TYP )~ 3 IN. MIN. CLEAR <br />TYPE 2 CONCRETE THRUST BLOCK DIMENSIONS <br />�4q <br />4 IN. WIRE MESH <br />6 <br />6 IN. (MIN.) <br />C <br />- L�`� C, <br />REINFORCING - <br />I -6 IN. (MIN.) 3 IN. MIN. CLEAR <br />a <br />L <br />DATE <br />BY <br />CHKD <br />EST. <br />H1 MIN. <br />(� <br />�� Cripple Creek & Victor Gold Oning Company <br />A Joint Venture - AngloGold on (Colorado) Pro)eet Corp ., Manager <br />Z <br />o <br />(MIN.)o <br />12 IN. MI <br />` -- <br />H2 <br />ANGLE <br />4 IN. WIRE MESH <br />CONC. <br />REINFORCING - 1 FT. (MIN.) <br />-W (TYP )~ 3 IN. MIN. CLEAR <br />TYPE 2 CONCRETE THRUST BLOCK DIMENSIONS <br />TYPE 2 THRUST BLOCKS DETAIL <br />NOT TO SCALE <br />CHANNEL <br />VARIES WITH <br />CHANNEL DEPTH <br />We <br />- -- - -1 I <br />1� d <br />2% NOMINAL <br />ORIGINAL <br />GROUND <br />SURFACE <br />6" J <br />LOW PERMEABILITY <br />NOTE: CHANNEL LINING FILL <br />REFER TO PERIMETER CHANNEL <br />SCHEDULE FOR DIMENSIONS. <br />TYPICAL EARTH -LINED PERIMETER CHANNEL SECTION <br />NOT TO SCALE <br />/2 "x5" BOLTS <br />L 31U JICCIL <br />PIPE <br />6 SAFETY RACK DETAIL <br />15 NOT TO SCALE <br />2.5" x 1/4" <br />STRAP J <br />NOTE: ALL METAL <br />WORK SHALL <br />BE GALVANIZED <br />RIPRAP SIZE SCHEDULE <br />RIPRAP <br />DESIGNATION <br />D50 DIA <br />(INCHES) <br />TYPE VL <br />6 <br />TYPE L <br />9 <br />TYPE H <br />18 <br />DATE <br />BY <br />CHKD <br />EST. <br />DATE <br />�� Cripple Creek & Victor Gold Oning Company <br />A Joint Venture - AngloGold on (Colorado) Pro)eet Corp ., Manager <br />Z <br />ANGLE <br />ANGLE <br />CONC. <br />THRUST <br />DIVERSION <br />AT <br />H1 <br />H2 <br />W <br />D <br />S1 <br />S2 <br />IN <br />IN <br />VOL. <br />BLOCK <br />CHANNEL <br />STATION <br />(FT) <br />(FT) <br />(FT) <br />(FT) <br />( %) <br />( %) <br />PLAN <br />PIPE <br />(C.Y.) <br />3 <br />PERMANENT <br />3 +83 <br />2.5 <br />1.5 <br />5.6 <br />5 <br />28.8 <br />5.0 <br />0.0 <br />13.2 <br />1.5 <br />4 <br />PERMANENT 1 <br />48 +87 <br />3.5 <br />2.5 1 <br />7.5 <br />1 7 <br />41.7 <br />16.7 1 <br />0.0 1 <br />13.6 <br />3 <br />TYPE 2 THRUST BLOCKS DETAIL <br />NOT TO SCALE <br />CHANNEL <br />VARIES WITH <br />CHANNEL DEPTH <br />We <br />- -- - -1 I <br />1� d <br />2% NOMINAL <br />ORIGINAL <br />GROUND <br />SURFACE <br />6" J <br />LOW PERMEABILITY <br />NOTE: CHANNEL LINING FILL <br />REFER TO PERIMETER CHANNEL <br />SCHEDULE FOR DIMENSIONS. <br />TYPICAL EARTH -LINED PERIMETER CHANNEL SECTION <br />NOT TO SCALE <br />/2 "x5" BOLTS <br />L 31U JICCIL <br />PIPE <br />6 SAFETY RACK DETAIL <br />15 NOT TO SCALE <br />2.5" x 1/4" <br />STRAP J <br />NOTE: ALL METAL <br />WORK SHALL <br />BE GALVANIZED <br />RIPRAP SIZE SCHEDULE <br />RIPRAP <br />DESIGNATION <br />D50 DIA <br />(INCHES) <br />TYPE VL <br />6 <br />TYPE L <br />9 <br />TYPE H <br />18 <br />2' MIN. COVER 1 (NOTE 1) <br />CULVERT SIZE VARIES i <br />3.5' MAX. <br />NOTE: 6 "MIN. <br />1. SIDESLOPE TO BE APPROVED BY <br />ENGINEER, BASED ON CONDITIONS <br />ENCOUNTERED IN FIELD. <br />2. DISTANCE BETWEEN MULTIPLE 42 "0 CSP <br />SHALL BE A MINIMUM OF 21". <br />7 <br />15 <br />5/8" x 6" SQUARE HEAD MACHINE <br />J BOLT WITH SQUARE NUT PROJECT 1" <br />WELD ANGLE TO STRAP <br />�- 1/2" x 5" SQUARE <br />HEAD MACHINE BOLT <br />> > WITH SQUARE NUT <br />F_ 1.5" STD <br />1.5" STEEL <br />PIPE <br />3" L 6" x 4" x 3/8" x 6" <br />LONG <br />4.5" 1 /2" U -BOLT <br />HINGE SECTION DETAIL <br />NOT TO SCALE <br />EXISTING GROUND SURFACE <br />(NOTE 1) BACKFILL WITH NATIVE MATERIAL <br />(COMPACTED PER SPECIFICATIONS) <br />PIPE BEDDING MATERIAL <br />(COMPACTED PER SPECIFICATIONS) <br />1 2D <br />_NATURAL GROUNDS_ <br />1.0' MIN. <br />TYP. PIPE BEDDING MATERIAL <br />8 1 CULVERT TRENCH DETAIL <br />15 NOT TO SCALE <br />N0. <br />REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />UNLESS LAST S [S HAND WRITTEN <br />ST <br />DATE <br />BY <br />CHKD <br />AP'VD <br />NO. <br />REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />UNLESS LAST REVISION IS HAND WRITTEN <br />DATE <br />BY <br />CHKD <br />AP'VD <br />DATE <br />�� Cripple Creek & Victor Gold Oning Company <br />A Joint Venture - AngloGold on (Colorado) Pro)eet Corp ., Manager <br />Z <br />0CLIEN'IT <br />2004 RECORD DRAWING <br />6 i3 iy <br />Le3Z <br />0 <br />DATE <br />PRZINT <br />ISSUE <br />J+: <br />RECORD <br />TITLE <br />PHASE IV <br />SURFACE WATER DIVERSION DETALS, SHEET 1 OF 2 <br />© <br />2003 RECORD DRAWING <br />10/16/03 <br />RLB <br />KF <br />JFL <br />Q <br />REVISED CHANNEL AND THRUST BLOCK SCHEDULES <br />4/1/02 <br />MRJ <br />GE <br />JFL <br />Q <br />® <br />REVISED CHANNEL SCHEDULE <br />7/26/01 <br />MRJ <br />GE <br />JFL <br />0 <br />= <br />- <br />44 UNION BLVD. , SUITE 300, LAKEWOOD, COLORADO 80228 <br />PHONE: 303)980 -0540 FAX: (303)985 -2080 <br />DRAW" GSL <br />DATE MAY, 2000 <br />Q <br />REVISED CHANNEL SCHEDULE <br />7/10/01 <br />GSL <br />GE <br />JFL <br />0 <br />GE <br />JOB No. oo3 -21az <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />2/16/01 <br />SFD <br />GE <br />JFL <br />0 <br />REVD;W» GE <br />DIGITAL No. D037 <br />Qj <br />REVISED CHANNEL SCH., RE- ISSUED FOR CONSTRUCTION <br />7/10/00 <br />SFD <br />GE <br />JFL <br />0 <br />APPEOV® JFL <br />�'� <br />QO <br />ISSUED FOR CONSTRUCTION <br />6/9/00 <br />MRJ <br />JMJ <br />JFL <br />Q <br />QA <br />ISSUED DRAFT <br />5/25/00 <br />RB <br />GE <br />GE <br />Q <br />AS SHOWN <br />DWG <br />1b <br />REV <br />y <br />FILE NO. <br />2142D037 <br />
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