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STATE OF COLORADO PROJECT LOCATION MAP
SCALE: NONE
NOTES: DEERE AND AULT CONSULTANTS, INC. IS NOT A GUA RANTOR OF THE PERFORMANCE OF THE WORK.
DEERE AND AULT CONSULTANTS, INC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE. NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATED THERETO ..
DEERE AND AULT CONSULTANTS, INC. EXERCISES NO CONTROL OVER THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENTS, FORMS, OR OTHER WORK AIDS USED IN OR ABOUT THE PROJECT, OR OVER THE SUPERINTENDING OF THE SAME.
WRITTEN SCALES ON PLAN ARE FOR FULL SIZED 22" x 34" PLANS ANJD DO NOT APPLY TO REDUCED PLAN SETS.
SEC 16, MERIDIAN= NEW MEXICO
CONSTRUCTION PLANS FOR
GOLD KING MINE PORTAL STABILIZATION
SAN JUAN COUNTY, COLORADO
PREPARED FOR: ENVIRONMENTAL RESTORATION LLC 4870 NEWPORT STREET COMMERCE CITY, COLORADO 80022
2000' 4000'
SCALE IN FEET
I.I,' · Knowwhat'sbelow.
~ :.-< l~r Call before you dig. ~lP
CALL 2-BUSINESS DAYS N ADVANCE BEFORE YOU DiG,GRADE, OR EXCAV/l.TE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
DEERE & AULT CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS (HORIZONTAL
AND VERTICAL). THE EXISTING UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE
INFORMATION. IT IS, HOWEVER, THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.
T42N
SHEET INDEX: 1 COVER & VICINITY MAP 2 EXISTING CONDITIONS & SURVEY CONTROL 3 GENERAL PLAN 4 PORTAL AND ADIT PLAN & PROFILE EXISTING CONDITIONS 5 PORTAL AND ADIT PLAN & PROFILE 6 PORTAL CROSS SECTIONS 7 ADIT CROSS SECTIONS 8 ADIT CROSS SECTIONS 9 ADIT CROSS SECTIONS 10 SUPPORT DETAILS 11 ADIT SUPPORT DETAILS 12 OLD PORTAL STABILITY BERM 13 FLOW CONTROL PLAN, SECTIONS & DETAILS 14 FLOW CONTROL SECTIONS & DETAILS 15 FLOW CONTROL PLAN, SECTIONS & DETAILS 16 FLOW CONTROL PLAN, SECTIONS & DETAILS 17 FLOW CONTROL PLAN, SECTIONS & DETAILS 18 FLOW CONTROL PLAN, SECTIONS & DETAILS 19 FLOW CONTROL PLAN, SECTIONS & DETAILS
GOLD KING MINE
COVER & VICINITY MAP REVISIONS
NO. DESCRIPTION DATE BY
I DRAFT I 1 PROGRESS SET 9-25-15 CMG
l--+-------+---+----1 DEERE & AULT 6oos.A1~:~~~~T.eigG8o~~u1TE20s MESFijJ.j!iipijif.ifliji- TEL303.651.1468FAX 303.651.1469
l--+-------+---+----1 DESIGNED BY: CMG APPROVED BY: DWD f"'J-'-'OB'-'N"-0.'---+S"-'H"'EE"'T: __ -I
1---+-------+---+----I DRAWN BY: __illL_ DATE: ____ I 0251.003.00
CHECKED BY: DWD SCALE: AS NOTED
-- 11450------
---11450---
--:::::.==:::. x DESCRPTON
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING ROAD
SURVEY BENCHMARK 2015
NOTES
BASEMAP BY PRECISION SURVEY B/2B/2015 (LIDAR)
MODIFIED IN PORTAL AREA BY GOFF ENGINEERING 9/10/2015
US STATE PLANE 19B3 COLORPDO SOUTH 0503 NAD 19B3 GEOID 12A SCALED TO GROUND ABOUT GPC5 GROUND SCALE FACTOR 1 0005975'426 SCALE IN FEET
CONTOUR INTERVAL = 5FT
60 I
NO EXISTING CONDITIONS & SURVEY CONTROL REVISIONS
DESCRIPTION DATE BY
I DRAFT I PROGRESS SET 9 25-15 CMG
t--+---------+---+---; OESIGNED BY CMG APPROVED BY DWD JOB NO SHEET
2
~ /
~ " ~
8 8
'
NOTES
BASEMAP BY PRECISION EURVEY 8/28/201 5 (LIDAR)
MODIF ED IN PORTAL AREA BY GOFF ENGINEERING 9/10/2015
US STATE PLANE 1983 COLORADO SOUTH 0503 NAD 1983 GEOID 12A SCALED TO GROUND ABOUT GPC5 GROUND SCALE FACTOR 1 oom5975426
SCALE IN FEET CONTOUR INTERVAL = 5FT
'\\ SLOPE t
0
REPAIR !!7'' FILL vL,, ., -..._
I DRAFT I
v "- 1i'i ---\,
'"t .. (
' v , < ~ :
~ ~ ._,,.1 ,-
/ '"
' ' , /? !>, ' - • j ..... ~\I
GOLD KING MINE
NO DATE BY
REVISIONS DESCRIPTION GENERAL PLAN
PROGRESS SET 9 25-15 CMG
1---1---------+---+---; DEE R E & AULT 600SA1~6~~~~~T s~gG80~~u1rE20s MESF§i~i!ii§§Ff.fiF§ISfi TEL 303 651 1468 FAX 303 651 1469
1---1---------+---+---; DESIGNED BY CMG APPROVED BY DWD JOB NO SHEET
3
~ :'i
i i
11500
11495
11490
11485
11480
11 475
j'.:'1 1470 ~ z 0
~ u1 11 465
11460
11455
11450
11445
11440
.... ______ _
APPROXIMATE SOIL/ROCK
CONTACT
TEMPORARY FILL
/
~II ~ ~I
/ /
/ /
/ /
/ /
/ /
/
______,_ - - --- - - ---
/ /
/ /
/
ESTIMATED TOP OF ADIT
/ /
SURVEYED TOP OF ADIT
------ - - \__
1'~:~" ------------------------- - - --- - - --- - - --- - - --- - -
11500
11495
11490
11485
11480
11475
1147°t
z 0
~ 1 146~
11460
11455
11450
11445
11440
11435-+---------------------------------------------------------------------------------------------------------------------------------------------~ 1 1435
-0+40 -0+35 -0+30 -0+25 -0+20 -0+15 -0+10 -0+05 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+80 0+85 0+90 0+95 1+00 1+05 1+10
----------------- SLOPE SURVEY BY GOFF ENGINEERING 9/10/2015
------- LIDAR SURVEY BY PRECISION SURVEY 8/28/20 15
-- - - -- ESTIMATED SURFACE
STATION (FT)
PORTAL PROFILE D 5' tw.----
SCALE IN FEET
10' I
I DRAFT I
REVISIONS NO. DESCRIPTION
PROGRESS SET
DATE BY
9-25-15 CMG
GOLD KING MINE PORTAL AND ADIT PLAN & PROFILE EXISTING
CONDITIONS t--+----------+----+----1 D E ERE & Au L T 600 S. Al~6~~~~~T,B~gG8o~~UITE 205
MESl§li!li§§Ff.fil§{Sfi TEL 303.651 .1468 FAX 303.651 .1469
t--+----------+----+----t DESIGNED BY: CMG APPROVED BY: DWD JOB NO. SHEET:
~ t--+---------+---+-----i DRAWNBY: ___!IB_ DATE: _____ I 0251 .003.00 4 ~ --~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ .... ~~~~~~~~------~~~~~~~--~~--~-c_H_Ec_K_E_D_BY_: __ D_W_D.._s_cA_L_E :_A_s~N-0-TE_D_.~~~~--~~~ .....
~ :'i
i i
.... ______ _
-0+40 -0+35 -0+30 -0+25 -0+20 -0+15 -0+1 0 -0+05 1--+-1- +-+-I--+--+--+--+--+ -1-+--+ - .-+---1- +-+-- 1- +-+--+--+--+-I-+--+ - +-+-I-+-+---+--+--+-+--+--+ -1
11500
11 495
11490
11485
11480
11 475
j'.:'1 1470 ~ z 0
~ u1 11 465
11460
11 455
11450
11445
11440
' ' '
APPROXIMATE SOIL/ROCK
CONTACT
6" SHOTCRETE
O+O
~II ~ ~I
I
/
/ /
/
------~·
0 15 +20 0+25 0+3 ~-+-+ '
~ I - --------------.........
/
/ /
/ /
/
.,,,,,,
~RARY SPLIT SET ROCK BOLTS
2" SHOTCRETE
/ /
/ /
/
ESTIMATED TOP OF ADIT
/ /
-------- - - \__
+40 0+45 ' +-+->-
0+65 0+70 0+75 0+80 0+85 0+90 0+95 1+00 1+05 1+10 -1-+--+ - .-+---1- +-+-- 1- +-+--+--+--+-I-+--+ - +-+-I-+-+--- 1--+--+-+--+--+ -1--f--i - 1--+-1- +-+--- +-+-+- -i-+-+ -1--+--t
L l Jl[LJ __ U _ U JJ J _
--- - - --- - - --- - - --- - - --- - -
11500
11495
11490
11485
11480
11475
1147°t
z 0
~ 1 146~
11460
11455
11450
11445
11440
11435-+---------------------------------------------------------------------------------------------------------------------------------------------~ 1 1435
-0+40 -0+35 -0+30 -0+25 -0+20 -0+15 -0+10 -0+05 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+80 0+85 0+90 0+95 1+00 1+05 1+10
----------------- SLOPE SURVEY BY GOFF ENGINEERING 9/10/2015
------- LIDAR SURVEY BY PRECISION SURVEY 8/2B/20 15
-- - - -- ESTIMATED SURFACE
STATION (FT)
PORTAL PROFILE 0 5' tw.----
SCALE IN FEET
10' I
I DRAFT I
GOLD KING MINE
PORTAL AND ADIT PLAN & PROFILE REVISIONS
DESCRIPTION NO. DATE BY
PROGRESS SET 9-25-15 CMG
t--+---------+----+---1 D E ERE & Au L T 600 S. Al~6~~~~~T,B~gG8o~~UITE 205 MESl§li!li§§Ff.fil§{Sfi TEL 303.651 .1468 FAX 303.651 .1469
t--+---------+----+---t DESIGNED BY: CMG APPROVED BY: DWD JOB NO. SHEET:
~ t--+---------+---+------i DRAWN BY: __JIB__ DATE: _____ I 0251.003.00 5
~ --~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ .... ~~~~~~~~------~~~~~~~--~~--~-c_H_Ec_K_E_D_BY_: __ D_W_D.._s_cA_L_E :_A_s~N-0-TE_D_.~~~~--~~~ .....
t ~ z ~ Q
11460
11440
~ ~ E iii I m 11 450
'',, ~~ '',,,~',, ~--
\ \ 6" SHOTCRETE
~\ I 0 .. u \11 _______________________________ _
-20 -15 -10 0
-5 STATION -0+30 10 15
-------,, ,,.,,,, ... -
f----__ I
- j
-20 -1 5 -10 0
-5 STATION-0+25 10 15
'
' '
'~
? \ /IS:: ~\ ~\
,_
-1 5 -10
1 l ___ _ 0
0
-5 STATION -0+20
~ I I I I I
I
10 15
20
20
25
11460
11455
1 1450~
z 0
~ 11445 w
11440
11435
11465
11460
11455
~ z
11450 g ~ w
11445
11440
11470
11465
11460
1 1 455 ~
z 0
~ 11450 u:l
11445
11440
11435
25
11475
11470
11465
114
z Q 11455
~ w
11450
11445
11440
11435
11480
11475
f=' 11460 ~ z 0
~ u:l 11455
11450
11445
11440
11435
-25
-25
' ' ' \
-20
5' ROCKBOLT
~\ ~\_ T
3' J ____ _ 0
-1 5 -1 0 0
-5 STATION-0+15
6" SHOTCRETE
5' ROCKBOLT
~\ \ 1 ~ ,. 0 \ j -------~ - ------------
-1 5 -1 0 0
-5 STATION -0+10
ADIT SECTIONS
,,-----""
c= jL_____
10 15 20
/~ f----__ I I I I
f-----+-----I I I I
I r-----15 20
11435 25
11480
~
~ 11455 w
11435
25
GOLD KING MINE
PORTAL CROSS SECTIONS
S. AIRPORT RD .. BlgG8o~~UITE 205
6
11480 11480 11490 11490
------·',,---------\ 11475 11485 c::J ' ' //-- ............... ______ ....
11485
' ' ' ' ' ; ;
' ' ' ' ; ' '
' ; ' ' ' ; ' ' ' ; ' ' 11465 11465
11470 11480 c::J c::J ' ; ; c::J c::J ' ' 11480
6" SHOTCRETE ' .... ________
; ; '
-- ; ;
----------------;
I
c::J c::J c::J c::J c::J c::J c::J 11460 11460
I 11465 11475 11475
!~ 11460 !; 11470 c::J c::J c::J c::J c::J c::J c::J 11470 11455 11455
z z 0 0 ;:: ! ;:: < < > > w w
~11450 11450 !; uj 11455 11455 uj !;1 1465 c::J c::J c::J c::J c::J c::J c::J 11465 !; z z
z z 0 0 0 0 ;:: ;:: ;:: ;:: < < ,: ,: > > w w w w uj 11445 11445 uj
11450 11450 u:l 11460 c::J c::J c::J c::J 11460 u:j
l ,,__. .. ·,. ,,,,,.., 0 11445 11445 11455 c::J 11455
11440 11440
•,\\t:~ II '· 1)~~1!{\\ ~::.;.-?° ~ 7;~. 'l ;,
T 0 11435 11435 11440
3' 11440 11450 11450
J _______________
11430 11430 11435 11435 11445 c::J 11445
-20 -15 -1 0 -5 0 10 15 20 -20 -15 -10 -5 0 10 15 20
STATION 0+10 STATION -0+05
11485 11485 11440 11440
_____ \.- _____ 11470 11470
11435 11435 11480 11480
-20 -1 5 -1 0 -5 10 15 20
11465 11465 ~
I
~ / ;
,/ ;
i 11475 r 11475
(
11460 11460 11460 11460
0
~ 11470 c::J 11470
3 11455 11455 !;11455 11455 t;: i z z
" 0 0 ~ ;:: ;::
11465 c::J 11465 < < ~
> > w w / !;11450 11450 !; uj 11450 11450 uj
~ ;:: ;:: ~ ~ z z
0 0 ~ z z ;:: ;::
8 § 11460 c::J c::J 11460 § ,: ,: < < w w
~ > > u:l 11445 11445 u:j 11445 11445 ~ ~ w w
t 11455 11455 ~ 0 0 ~ 11440 L_ -~, - ~
11440 11440 11440
~ .. ,
< - '~.._\\ :~\\ I~~\\ 7f)1.il~~\~ ~\ 11 .:11 11'='\\'11 '~ \\ :7/1~1~1~
I 11450 11450
11435 11435 11435 11435
& -20 -1 5 -1 0 -5 0 10 15 20 -20 -15 -1 0 -5 0 10 15 20
~ STATION 0+07 STATION 0+15
~ 11445 11445
~ GOLD KING MINE ~
~ 5' ~ 11440 l ___________________ ~ 11440 REVISIONS
~ NO. DESCRIPTION DATE BY ADIT CROSS SECTIONS
:'i I DRAFT I PROGRESS SET 9-25-15 CMG
DEERE & AULT 600 S. AIRPORT RD .. BLDG. A. SUITE 205
i ADIT SECTIONS LONGMONT, CO 80503 MESl§ii!ii@§ii.ifi§'Sfi TEL303.651.1468FAX 303.651.1469
i 11435 11435 0 5' 10' DESIGNED BY: CMG APPROVED BY: DWD JOBNO. SHEET: -20 -15 -1 0 -5 0 10 15 20 r...---.;;j I
~ STATION 0+00 SCALE IN FEET DRAWN BY: _JIB_ DATE:
0251.003.00 7 ~ CHECKED BY: DWD SCALE: AS NOTED
11470 11470 11465 11465 11460 11460
11465 11465 11460 11460 11455 11455
11460 11460 11455 11455 j::'11450 11450 i=-!:. ~ !:. z z 0 0
~ ~ w w
11455 11455 1; 11450 1 1450~ u:l 11445 11445 u:l
z -i z 0 0
i=' i=' >= >= !:. !:. <( <(
> > z z w w
~ 11450 11450 ~ Ld 11445 11445 u:l 11440 I 11440 ::; ::;
I ~ ~ ~
Wti ~: w w
11445 11445 11440 11440 11435 11435 \•::; ':"~ ·~l ::"i'\ ' "'=="' ·. -;.·,,. -20 -15 -10 -5 0 10 15 20 ,..._ ·-...; /I :-: 1)~~//~\\ ~~ ?- \\ 771,;.; 1' ,.
STATION 0+45
c 11440 11440 11435 11435 11460 11 460
,, ·~>~W1~1"~~~~~~,'l ,,
11435 11435 11430 11430 11455 11 455 -20 -15 -10 -5 10 15 20
STATION 0+30
11430 11430 11460 11460 j'.:' 11450 11 450 I=' -20 -15 -10 -5 0 10 15 20 !:. !:.
STATION 0+20 z -, z 0 :-\\' 0
~ -~ ~ w w
11455 11455 u:l 11445 11445 uj
11465 11465
j::' 11450 11450 i=- 11440 11440 !:. !:.
J\11.::::-11 I~~,,~~~? . z z 0 0
11460 11460
~ ~ w w i:d 11445 11445 u:l 11435 11435
-20 -15 -10 -5 0 10 15 20
11455 11455 STATION 0+50
~
i i=' i=' 11440 11440 11460 11460 !:. !:.
. ~\\!:~{~/~; 7f~_;~~ z z ~ 11 450 11 450 ~ 0 ::; ::;
~ ~ ~
3 w w 11435 11435 11455 11455
-20 -15 -10 -5 0 10 15 20 ....:-11 11 'l
i STATION 0+35 ~ ''..:::;.\( 11445 11445 .(-.=: ., .::;:.I~
~ 11460 11460
,_,
~ j::' 11450 11450 i=-!:. !:.
/ z z
~ \ I 0 0 11 440 11 440
~ ~ ~
,;,,\1~11·~·::: ,, 7fl1~,(~~ ~ ..... :.: __}
8 11455 11455 ~ 11445 11445 ~ ~
11435 11435
t -20 -1 5 -10 -5 0 10 15 20
STATION 0+25 f=' 11450 11450 t=' 11440 11440 ~ )
!:. !:. ~ z z ~ 0 0
< ~ ~ I w w
i:d 11445 11445 u:l 11435 11435
) -20 -15 -10 -5 0 10 15 20
& STATION 0+55
~ I
~ 11440 '-- / 11440 -:
, ~\\1!:\\'~~\~ ~ '?;.t~~\_ ~ GOLD KING MINE ~
~ ~ 11435 11435 REVISIONS
~ -20 -15 -10 -5 0 10 15 20 NO. DESCRIPTION DATE BY ADIT CROSS SECTIONS
:'i STATION 0+40 I DRAFT I PROGRESS SET 9-25-15 CMG DEERE & AULT 600 S. AIRPORT RD .. BLDG. A. SUITE 205
i LONGMONT, CO 80503
ADIT SECTIONS MESl§ii!ii@§ii.ifi§'Sfi TEL303.651 .1468FAX 303.651 .1469
i 0 5' 10' DESIGNED BY: CMG APPROVED BY: DWD JOBNO. SHEET:
~ 1;;---;;;1 I DRAWN BY: _JIB_ DATE: 0251.003.00 8 ~ SCALE IN FEET CHECKED BY: DWD SCALE: AS NOTED
11 460 - .--1 1460
11455 - f-1 1455
~ 11 450 - ,.;·;~,·-:. "'~·-' 'l . f-1 1450~
z " \\ z 0
' "''~ 0
>= ~ >= " ~ " > > w w -' w 11445 - -' f-1 1445 W
11 440 - f-1 1440
:: 1- ~.- ,,i\7i~11 1?' '? \\ ~~~\ -:~ •.
11 435 11435 -20 -15 -10 -5 0 5 10 15 20
STATION 0+56
11 460- .--1 1460
11 455- f-1 1455
1; 11 450- ,\-~'!'-:. ...:-1'.__r 'l, f-1 14501;
z ,_.
'{~·\\ z 0 ~ I
~ ,,::: 0 >= r >= " " > > w ~ -' w 11445- f-1 1445 W
11 440- ) f-1 1440
'f.~11~,,·'1r~ ,, ~11t;:~.0;
11435 11435
-20 -15 -1 0 -5 0 5 10 15 20
STATION 0+65
11 460 - .--1 1460
11 455 - f-1 1455
i=' 11450- \,·~~,·-:. "''..._r 'l. f-1 1450 i='
~ ~ z 'l.· '{~II z 0 ~; I ~ ,,::: 0
~ r ~ ~ ~ W 11445 - f-1 1445 W
11440 - ~ ) f-1 1440
;'.__~11~1''1('~ ,, ~/;~~::;.--;;
11435 11435 -20 -15 -10 -5 0 5 10 15 20
STATION 0+75
GOLD KING MINE REVISIONS
ADIT CROSS SECTIONS NO. DESCRIPTION DATE BY
I DRAFT I 1 PROGRESS SET 9-25-15 CMG D E E R E & A u LT 1 600S.Al~6~~~~~T.B~gG8o~~UITE 205
ADIT SECTIONS :!151§1-i!lllllll'BHI:::= TEL 303.651.1468 FAX 303.651.1469
0 5' 10' DESIGNED BY: CMG APPROVED BY: DWDI JOBNO. I SHEET:
r...---.;;j I DRAWN BY: _JIB_ DATE: - I I SCALE IN FEET I 0251.003.oo 9
CHECKED BY: DWD SCALE: AS NOTED
~ :'i
i
FLAT B"XB"X3/B" BEARING PLATE WILLIAMS S1K OR DSI
BEVELED WASHER
FLAT B"XB"X3/B" BEARING PLATE
WILLIAMS S1K OR DSI
FIBER REINFORCED SHOTCRETE
0 WELDED WIRE FABRIC
I 11 / ROCK BOLT
I #8 ALL THREAD REBAR { !/ SLOPE FALL I GRADE 75
I ~-----_J ~ ___ _L ____ _ f-1----.-----------"',_>_> 1r- -1 r I I 11
I I-SLOW SETTING RESIN ______ FAST ~~~::~l~)RESIN_
~I ~-----t.1ENGTH OF EMBEDDED ROCK BOLT 10'-----~MIN 4 f---
NON FIBER SHOTCRETE
1. LOCATION AND ORIENTAllON OF ROCK BOLTS VARIES AS NEEDEIDTO STABILIZE LOCAL POTENTIALLY UNSTABLE BLOCKS. LOCALLY, ADDITIONAL ROCK SOL TS MAY BE NEEDED.
2. BOREHOLE DIAMETERS FOR BOLT INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.
3. IN LIEU OF RESIN GROUTED SOL TS, CEMENT GROUTED BOLTS WI TH ANCHORS MAY BE USED.
4. LENGTHS OF ROCK BOLTS INDICATED ON THE DRAWINGS ARE EMBEDDED LENGTHS IN THE ROCK. CONTRACTOR SHALL PROVIDE SUFFICIENT LENGTHS OF BAR TO ALLOW FOR INSTALLATION OF END HARDWARE.
5. INSPECT AND SCALE AREA BEFORE SOL TING.
6. ALL ROCK BOLTS TO BE FJLLY RESIN OR GROUT ENCAPSULATED> AND TENSIONED TO 2/3 YIELD STRENGTH.
SLOPE ROCK SOLT DETAIL
NTS
I DRAFT I
GOLD KING MINE
SUPPORT DETAILS REVISIONS
NO. DESCRIPTION DATE BY
1 PROGRESS SET 9-25-15 CM
D E E R E & A u L Tl l 600S.Al~6~~~~~T,B~gG8o~~UITE205 t--+---------+----+----1 MESl§li!li§§Ff.fil§{Sfill TEL303.651.1468FAX303.651.1469
i t--+---------+----+----t DESIGNEDBY: CMG APPROVEDBY: DWDI JOBNO. ISHEET:
Ii DRAWN BY: ITR DATE: - I I 10 ~ --~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ .... ~~~~~~~~--~:-::.::::::::::::::::::::::::-::.c_H_Ec_K_E_D_BY_: __ D_W_D.._s_cA_L_E :_A_s~N-O_TE_D_.1_
0
_25
_1
_·0
_0
_3
·_00
.... ~~~~ ..
WBX4D STEEL BEAMS
FOR CAPS & POSTS
/1' ' . f
\ \
/' I
CONCRETE SILL BEAM '" I
\'l~
I I
~ I
I
TOP OF HIGH CROWN DIMENSIONS WILL VARY
/
ESTIMATED
', \ \
I \
'l~ f
fl
>-------~---1D'~. -----------j
C1Dx3D
9'-4"
9"x9"x1/2"_/ THICK PLATE
%"ALL-THREAD STAYS W/ NUTS &
WASHERS
-------8'-10"---------<H
I\\ '----1~:=::t:::::i....! 10"x10"x1/2"
FOOT PLATE
I 1'l~
12"
I \_
,, DRAINAGE SWALE
ADIT SECTION
SCALE IN FEET
/! ~~ .
I/ I \ \
'l~
I \
I
\\'l~ / "'- If /j,
\ \
2-#8 ROCK ANCHOR S' MINIMUM EACH COLUMN. SLANT AS SHOWN. PROVIDE 1/2"x6"x6" PLATE W/ NUT
BEDROCK
NOTE:
9x9"x1/2" THICK PLATE
TEMPORARY SPLIT SETS TO PIN
STEEL IN PLACE (AS NEEDED)
%"ALL-THREAD STAYS W/ NUTS &
WASHERS
CONCRETE LEVELING PAD
AS NEEDED
1'-3"
i
W8x4D
CELLULAR CONCRETE~
GEOFABRIC (FILTER CLOTH)
C10x30 STEEL CHANNEL
TYPICAL LAGGING DETAIL D .2S -------SCALE IN FEET
RIB
S/8"0 TIE ROD RIB 4.D' O.C. (TYP.)
TIE ROD DETAIL D s ~---.;I
SCALE IN FEET
S/8" BOLTS
VERTICAL #S's REBAR
1D
I
.5 I
W8x40 STEEL BEAM CAPS
W8x40 STEEL BEAM POSTS
LAGGING & CRIBBING NOT SHOWN FOR CLARITY
10"x10"x1 /2" FOOT PLATE
FOOTER
2-#8 ROCK ANCHOR 5' MINIMUM EACH COLUMN. SLANT AS SHOWN. PROVIDE 1/2"x6"x6" PLATE W/ NUT
* 1/4 2"
1-5112., ---1 /G;_ BOLTS
I ;.,; r--W8x40 STEEL BEAM
BAR ~"x3"xFULL HEIGHT STIFFENER EACH SIDE
9"x9"x1/2" THICK PLATE
WI 4-S/8" A32S BOLTS
W8x40 STEEL BEAM
W8x40 STEEL BEAM
1/4
W8x4D STEEL BEAM
TUNNEL SET CONNECTION
BAR ~"x3"xFULL HEIGHT STIFFENER EACH SIDE
4 D .2S .5
D SECTl~N A-A st!)
------- I -----Mil I SCALE IN FEET SCALE IN FEET
2-#8 ROCK ANCHOR 5' MINIMUM 1/4 EACH COLUMN. SLANT AS SHOWN . PROVIDE "3. 1/2"x6"x6" PLATE W/ NUT
"3 . I ~.
.T . "3
"3 . 2x1 "0 ANCHORS ~SILLBEAM "3
1 ' x10"x1/2" MINIMUMS" . LATE
GROUTED OR EPOXIED INTO
PLACE
FOOT PLATE DETAIL
l l
3"CL~.
REVISIONS
D .2S -------SCALE IN FEET
\W8x4D"\_
I I I I
1s·-1-1s· I I I
.s I
2-1"0 ASTM A3D7 OR A36 THREADED ROD MINIMUMS" GROUTED OR EPOXIED INTO PLACE
3-#S 12"x12" SQUARE HOOPS SPACED @ 3" O.C. MAINTAIN 3" CLR.
D FOOTER
VERTICAL #S's REBAR
SILL BEAM DETAIL D .2S .S ------- I
SCALE IN FEET
GOLD KING MINE
NO. DESCRIPTION DATE BY ADIT SUPPORT DETAILS ALL STEEL TO BE HOT DIP GALVANIZED AND FACTORY COATED WITH CARBOLINE 1S AND TOUCHED UP IN FIE.LD AS NEEDED.
ADIT PROFILE I DRAFT I PROGRESS SET 9-25-1 S CM
l--+--------+---+---1 DEERE & Au LT 600S.Al~6~~~~~T,B~gG8o~~UITE205 MESl§li!li§§Ff.fil§{Sfi TEL 303.651.1468 FAX 303.651.1469
D s 1D r,;;-_--.;;1 I l--+--------+---+---1 DESIGNED BY: CMG APPROVED BY: DWD JOB NO. SHEET:
SCALE IN FEET
~ :'i
i
APPROX EL 11438
i--------10·--------1
OLD PORTAL STABILITY BERM 0 3
~--SCALE IN FEET
EXISTING 36' PIPE
OLD ADIT CONDITIONS UNKNOWN
I DRAFT I
GOLD KING MINE REVISIONS
NO. DESCRIPTION DATE BY OLD PORTAL STABILITY BERM 1 PROGRESS SET 9-25-15 CM
D E E R E & A u L Tl l 600S.Al~6~~~~~T,B~gG8o~~UITE205 t--+---------+----+----1 MESl§li!li§§Ff.fil§{Sfill TEL303.651.1468FAX303.651.1469
i t--+---------+----+----t DESIGNEDBY: CMG APPROVEDBY: DWDI JOBNO. ISHEET:
Ii DRAWN BY: ITR DATE: - I I 12 ~ --~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ .... ~~~~~~~~--~:-::.::::::::::::::::::::::::-::.c_H_Ec_K_E_D_BY_: __ D_W_D.._s_cA_L_E :_A_s~N-O_TE_D_.1_
0
_25
_1
_·0
_0
_3
·_00
.... ~~~~ ..
NO. DESCRIPTION DATE BY
LONGMONT, CO 80503
600 S. AIRPORT RD., BLDG. A, SUITE 205
TEL 303.651.1468 FAX 303.651.1469
1
AS NOTED
REVISIONS
GOLD KING MINEFLOW CONTROL
FRAMING PLAN, SECTIONS AND DETAILS
0251,003.00
---
KF
PDH
KF
9-25-15 KF
13
0 2
SCALE IN FEET
4
NO. DESCRIPTION DATE BY
LONGMONT, CO 80503
600 S. AIRPORT RD., BLDG. A, SUITE 205
TEL 303.651.1468 FAX 303.651.1469
1
AS NOTED
REVISIONS
GOLD KING MINEFLOW CONTROL
FRAMING SECTIONS AND DETAILS
0251,003.00
---
KF
PDH
KF
9-25-15 KF
14
NO. DESCRIPTION DATE BY
LONGMONT, CO 80503
600 S. AIRPORT RD., BLDG. A, SUITE 205
TEL 303.651.1468 FAX 303.651.1469
1
AS NOTED
REVISIONS
GOLD KING MINEFABRICATION
FRAMING PLAN, SECTIONS AND DETAILS
0251,003.00
---
KF
PDH
KF
9-25-15 KF
15
NO. DESCRIPTION DATE BY
LONGMONT, CO 80503
600 S. AIRPORT RD., BLDG. A, SUITE 205
TEL 303.651.1468 FAX 303.651.1469
1
AS NOTED
REVISIONS
GOLD KING MINE
FRAMING PLAN, SECTIONS AND DETAILS
0251,003.00
---
KF
PDH
KF
9-25-15 KF
16
NO. DESCRIPTION DATE BY
LONGMONT, CO 80503
600 S. AIRPORT RD., BLDG. A, SUITE 205
TEL 303.651.1468 FAX 303.651.1469
1
AS NOTED
REVISIONS
GOLD KING MINE
FRAMING PLAN, SECTIONS AND DETAILS
0251,003.00
---
KF
PDH
KF
9-25-15 KF
17
NO. DESCRIPTION DATE BY
LONGMONT, CO 80503
600 S. AIRPORT RD., BLDG. A, SUITE 205
TEL 303.651.1468 FAX 303.651.1469
1
AS NOTED
REVISIONS
GOLD KING MINE
FRAMING PLAN, SECTIONS AND DETAILS
0251,003.00
---
KF
PDH
KF
9-25-15 KF
18
NO. DESCRIPTION DATE BY
LONGMONT, CO 80503
600 S. AIRPORT RD., BLDG. A, SUITE 205
TEL 303.651.1468 FAX 303.651.1469
1
AS NOTED
REVISIONS
GOLD KING MINE
FRAMING PLAN, SECTIONS AND DETAILS
0251,003.00
---
KF
PDH
KF
9-25-15 KF
19