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<br />TABLE OF PI'S
<br />STATION
<br />NORTHING
<br />EASTING
<br />ELEV.
<br />DESCR.
<br />0 +00.0
<br />51,938.6
<br />35,521.6
<br />9,438.0
<br />PI
<br />0 +12.8
<br />51,945.1
<br />35,532.7
<br />9,439.6
<br />PC
<br />N/A
<br />52,065.7
<br />35,461.5
<br />N/A
<br />CC
<br />N/A
<br />51,968.3
<br />35,572.0
<br />N/A
<br />CPI
<br />1+01.2
<br />52,010.3
<br />35,590.1
<br />9,451.2
<br />PT
<br />3 +57.2
<br />52,245.5
<br />35,691.4
<br />9,485.6
<br />PI
<br />6 +37.9
<br />52,508.8
<br />35,788.3
<br />9,525.0
<br />PI
<br />6 +55.0
<br />52,525.8
<br />35,790.8
<br />9,527.6
<br />PI
<br />6 +64.3
<br />52,534.8
<br />35,793.1
<br />9,528.5
<br />PI
<br />7 +22.4
<br />52,592.0
<br />35,803.0
<br />- 9;528.6
<br />PI
<br />7 +62.8
<br />52,631.6
<br />35,811.1
<br />9,528.7
<br />PI
<br />8 +23.0
<br />52,689.3
<br />35,828.3
<br />9,528.8
<br />PI
<br />8 +64.4
<br />52,724.9
<br />35,849.3
<br />9,528.9
<br />PI
<br />9 +13.9
<br />52,768.8
<br />35,872.3
<br />9,529.0
<br />PI
<br />9 +38.4
<br />52,791.7
<br />35,881.0
<br />9,529.0
<br />PI
<br />9 +68.5
<br />52,814.0
<br />35,901.3
<br />9,529.1
<br />PI
<br />ENERGY -
<br />7 DISIPATOR
<br />4 r
<br />r .
<br />CHANNEL A l
<br />lr� +,,
<br />T
<br />Irrl
<br />= I
<br />v4j 1
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<br />I�GI ,i
<br />r
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<br />' ENTRANCE---TRANSITION ` -
<br />r ,
<br />r
<br />2.
<br />/
<br />PERMIT BOUNDARY-
<br />ri ,
<br />g500
<br />G
<br />c 2C
<br />AM
<br />N. 5
<br />E. Y
<br />�Ir r ,' ; EL, 9,52'9.0
<br />I IF - ^_
<br />r � LND QI-IANNEL TYPE.
<br />Jr, r' 1 BEGIN I�NTRANCE--- IRAN �1 IF
<br />J /r ,/
<br />111 r i ail r r 1 1 1 1 r-
<br />/ r�, j 1� it I I /
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<br />0
<br />?s
<br />EIi[ERGY DISSIPATOR
<br />7
<br />SCALE IN FEET
<br />0 10 20 40
<br />9555
<br />9550
<br />9545
<br />z 1L
<br />a" 9540 - 2
<br />W 9535
<br />9530
<br />9525
<br />9520
<br />0 10
<br />EXISTING
<br />TOPOGRAPHY
<br />(NOTE 4)
<br />2-i 1
<br />20 30 40
<br />REFER TO CHANNEL
<br />1l_ AND RIPRAP SCHEDULE
<br />2.5 FOR CHANNEL DEPTH
<br />10'
<br />9590
<br />1
<br />FES
<br />NORTH
<br />t .
<br />J
<br />2 ROAD CROSSING DETAIL
<br />7
<br />SCALE IN FEET
<br />�
<br />0 10 20 40 A
<br />9555
<br />9550
<br />9545
<br />8 v
<br />20' WIDE 9 _ 9540 L k:
<br />PERIMETER ROAD
<br />EL. 9536
<br />9535 W
<br />„os'"IFD
<br />9530 � SO' �o�``��P.....EG /s�.,,��
<br />STRUCTURAL FCITL R\AL � 9525 ` c * -$ MAR IF
<br />.12 FOR RIPRAP SIZES SEE 22643 Ze
<br />RIPRAP SCHEDULE AND NOTE 3 Sidlot D as
<br />- 9520 ' '`�•
<br />50 60 70 80 90 100 110 120 130 140 150
<br />HORIZONTAL DISTANCE
<br />ENERGY DISSIPATOR CROSS SECTION NOTES
<br />SCALE IN FEET
<br />1. TOPOGRAPHY SHOWN FOR PHASE II EXPANSION
<br />0 5 10 20 REPRESENTS TOP OF SOIL LINER FILL SUBGRADE.
<br />2. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING
<br />INC., BASED ON TOP OF SOIL LINER FILL AS -BUILT
<br />TOPOGRAPHY FOR PHASE 11 PAD, AND NOVEMBER 1996
<br />SURVEY FOR OTHER AREAS SHOWN.
<br />20' WIDE 6 3. CONTRACTOR NOT REQUIRED TO RIPRAP CHANNEL IN
<br />PERIMETER ROAD 9 SECTIONS WHERE CHANNEL IS EXCAVATED IN BEDROCK.
<br />4. SIDESLOPES WITHIN DIVERSION CHANNEL TO BE 2.5H:1V.
<br />SLOPES ABOVE CHANNEL TO BE SLOPED AT 2H:1V.
<br />-►1
<br />2.5 STRUCTURAL 5• DIVERSION CHANNEL ALIGNMENT TO BE VERIFIED BY ENGINEER.
<br />FILL ^ 6. RIPRAP BEDDING NOT REQUIRED WHEN RIPRAP PLACED ON
<br />STRUCTURAL FILL.
<br />CLW"/FmWT
<br />CRIPPLE CREEK & VICTOR GOLD [AN C.OnRPANY
<br />CHANNEL AND RIPRAP SCHEDULE
<br />(DIMENSIONS IN FEET)
<br />CHANNEL D50 THICKNESS DEPTH
<br />A 1. 1.
<br />B 1.50 2.0 5.0
<br />r)14;0 ,IPATOR 1.50 2.0
<br />CRESSON PROJECT PH SE [I EXPANSION
<br />Permit Number #: M- 1980 -244 TTm SURFACE WATER IIImIUUIUIIIIIIIIHrullllm
<br />Class: Revision DIVERSION STRUCTURE
<br />19572
<br />Type & Sequence:TR -025
<br />r%ftnw ®r nj%"rcA^ DRAWN JMJ DATE
<br />r RDYDIEED WA No. DEC. 1996
<br />DIVERSION CE- `L:L�CL I�LA�L VI''L-K1/ ten® TM � AS SHOWN
<br />B TYPICAL CHANNEL SECTION! ��IC��
<br />TM 963 -2027
<br />SCALE IN FEET B 1/21/97 ISSUED FOR FINAL DESIGN ..• ,,: _
<br />7 N.T.S. APPROVED JMJ DEC. No. D070
<br />0 25 50 100 - A 12/18/98 ISSUED FOR CLIENT REVIEW JMJ TAM
<br />'.PDE NO.
<br />REV. DATE DESCRIPTION I DR. BY JAPP. BY 2027DO70 FIGURE
<br />PERMIT BOUNDARY-
<br />ri ,
<br />g500
<br />G
<br />c 2C
<br />AM
<br />N. 5
<br />E. Y
<br />�Ir r ,' ; EL, 9,52'9.0
<br />I IF - ^_
<br />r � LND QI-IANNEL TYPE.
<br />Jr, r' 1 BEGIN I�NTRANCE--- IRAN �1 IF
<br />J /r ,/
<br />111 r i ail r r 1 1 1 1 r-
<br />/ r�, j 1� it I I /
<br />l l��...
<br />r
<br />'�rr i I I I 1 1 1 1 1 11
<br />IF IF I 1
<br />it
<br />11 ., r
<br />If I`
<br />l ji r I" i
<br />ii i i
<br />I t fl t III i t! i' it I I
<br />1 i ,
<br />If I 1 1 i 52500
<br />T
<br />N Y B,
<br />f
<br />+A 7+
<br />f`
<br />! r r
<br />ir
<br />I i i
<br />I 1'
<br />l'
<br />J
<br />f'
<br />/✓ /
<br />, r • r'
<br />J
<br />Qi 0A EL' OE
<br />X f
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<br />:
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<br />I
<br />o/
<br />L
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<br />/L
<br />I r
<br />I , all
<br />I \.
<br />1V
<br />0
<br />?s
<br />EIi[ERGY DISSIPATOR
<br />7
<br />SCALE IN FEET
<br />0 10 20 40
<br />9555
<br />9550
<br />9545
<br />z 1L
<br />a" 9540 - 2
<br />W 9535
<br />9530
<br />9525
<br />9520
<br />0 10
<br />EXISTING
<br />TOPOGRAPHY
<br />(NOTE 4)
<br />2-i 1
<br />20 30 40
<br />REFER TO CHANNEL
<br />1l_ AND RIPRAP SCHEDULE
<br />2.5 FOR CHANNEL DEPTH
<br />10'
<br />9590
<br />1
<br />FES
<br />NORTH
<br />t .
<br />J
<br />2 ROAD CROSSING DETAIL
<br />7
<br />SCALE IN FEET
<br />�
<br />0 10 20 40 A
<br />9555
<br />9550
<br />9545
<br />8 v
<br />20' WIDE 9 _ 9540 L k:
<br />PERIMETER ROAD
<br />EL. 9536
<br />9535 W
<br />„os'"IFD
<br />9530 � SO' �o�``��P.....EG /s�.,,��
<br />STRUCTURAL FCITL R\AL � 9525 ` c * -$ MAR IF
<br />.12 FOR RIPRAP SIZES SEE 22643 Ze
<br />RIPRAP SCHEDULE AND NOTE 3 Sidlot D as
<br />- 9520 ' '`�•
<br />50 60 70 80 90 100 110 120 130 140 150
<br />HORIZONTAL DISTANCE
<br />ENERGY DISSIPATOR CROSS SECTION NOTES
<br />SCALE IN FEET
<br />1. TOPOGRAPHY SHOWN FOR PHASE II EXPANSION
<br />0 5 10 20 REPRESENTS TOP OF SOIL LINER FILL SUBGRADE.
<br />2. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING
<br />INC., BASED ON TOP OF SOIL LINER FILL AS -BUILT
<br />TOPOGRAPHY FOR PHASE 11 PAD, AND NOVEMBER 1996
<br />SURVEY FOR OTHER AREAS SHOWN.
<br />20' WIDE 6 3. CONTRACTOR NOT REQUIRED TO RIPRAP CHANNEL IN
<br />PERIMETER ROAD 9 SECTIONS WHERE CHANNEL IS EXCAVATED IN BEDROCK.
<br />4. SIDESLOPES WITHIN DIVERSION CHANNEL TO BE 2.5H:1V.
<br />SLOPES ABOVE CHANNEL TO BE SLOPED AT 2H:1V.
<br />-►1
<br />2.5 STRUCTURAL 5• DIVERSION CHANNEL ALIGNMENT TO BE VERIFIED BY ENGINEER.
<br />FILL ^ 6. RIPRAP BEDDING NOT REQUIRED WHEN RIPRAP PLACED ON
<br />STRUCTURAL FILL.
<br />CLW"/FmWT
<br />CRIPPLE CREEK & VICTOR GOLD [AN C.OnRPANY
<br />CHANNEL AND RIPRAP SCHEDULE
<br />(DIMENSIONS IN FEET)
<br />CHANNEL D50 THICKNESS DEPTH
<br />A 1. 1.
<br />B 1.50 2.0 5.0
<br />r)14;0 ,IPATOR 1.50 2.0
<br />CRESSON PROJECT PH SE [I EXPANSION
<br />Permit Number #: M- 1980 -244 TTm SURFACE WATER IIImIUUIUIIIIIIIIHrullllm
<br />Class: Revision DIVERSION STRUCTURE
<br />19572
<br />Type & Sequence:TR -025
<br />r%ftnw ®r nj%"rcA^ DRAWN JMJ DATE
<br />r RDYDIEED WA No. DEC. 1996
<br />DIVERSION CE- `L:L�CL I�LA�L VI''L-K1/ ten® TM � AS SHOWN
<br />B TYPICAL CHANNEL SECTION! ��IC��
<br />TM 963 -2027
<br />SCALE IN FEET B 1/21/97 ISSUED FOR FINAL DESIGN ..• ,,: _
<br />7 N.T.S. APPROVED JMJ DEC. No. D070
<br />0 25 50 100 - A 12/18/98 ISSUED FOR CLIENT REVIEW JMJ TAM
<br />'.PDE NO.
<br />REV. DATE DESCRIPTION I DR. BY JAPP. BY 2027DO70 FIGURE
<br />CRESSON PROJECT PH SE [I EXPANSION
<br />Permit Number #: M- 1980 -244 TTm SURFACE WATER IIImIUUIUIIIIIIIIHrullllm
<br />Class: Revision DIVERSION STRUCTURE
<br />19572
<br />Type & Sequence:TR -025
<br />r%ftnw ®r nj%"rcA^ DRAWN JMJ DATE
<br />r RDYDIEED WA No. DEC. 1996
<br />DIVERSION CE- `L:L�CL I�LA�L VI''L-K1/ ten® TM � AS SHOWN
<br />B TYPICAL CHANNEL SECTION! ��IC��
<br />TM 963 -2027
<br />SCALE IN FEET B 1/21/97 ISSUED FOR FINAL DESIGN ..• ,,: _
<br />7 N.T.S. APPROVED JMJ DEC. No. D070
<br />0 25 50 100 - A 12/18/98 ISSUED FOR CLIENT REVIEW JMJ TAM
<br />'.PDE NO.
<br />REV. DATE DESCRIPTION I DR. BY JAPP. BY 2027DO70 FIGURE
<br />
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