2019-05-24_REVISION - M1977493

• Permit No: M1977493
• IBM Index Class Name: REVISION
• Doc Date: 5/24/2019
• Doc Name: Adequacy Review Response
• From: Climax Molybdenum
• To: DRMS
• Type & Sequence: TR29
• Email Name: ECS
• Media Type: D
• Archive: No

�a P STA.160+35.78
�� o ASEO REPLACE CULVERT INLET STRUCTURE
' - ^ (REF. DWG.409)
lb
_
^ ---- . —
EXISTING
.� INTERCEPTOR
``t V 15H+00VCULVERT
STA.168+25
OUTLET
, � I �j?
\ ` 1 T ` ` \ \ ` \ \ >!' \ / REPLACE EXISTING
1
INLET s �
a
r / {
EXISTINGWEES INTERCEPTOR t` � \tea ` w \`' CULVERTW/24"DIA.
\ \ I SEARLE GULCH DIVERSION \ \ 4 WEST
INTER ' �� 1 / ^�- - i f/_ CHDPE PIPE
4
/ / \ STRUCTURE
\ CEPTOR ;4 ��
` '
i .
d
l
�\ \ �� *�L � ``�' `� ...,_ -..�\\ \� �•��.\\ ��� --.-.�-:. '^.,\ .�-- .'- t � � 1. .,.. � �, � STA.168+19 o.
x�
3+ STA.165 65t I DRAINAGE INLET
STA. AGE I INSTALL TEE C
\ L - N:30127.38,E:-1622.83 O
� DRAINAGE INLET � FABRICATED CHDPE BEND
�. �_' �• �� N:30243.03,E:-2071.75 (FIELD VERIFY LOCATION) I @ E 60"PIPE DWG.411) r
[60"PIPE(APPROXJ (REF. DWG.411)
REF. DWG.411) _
\v,
r
a \ V STA.163+55t
INSTALL 11.25"
\ \ \\\ \\ \ \ %r
\ \ \ FABRICATED CHDPE BEND
\A A\\ \V \ V �� A (FIELD VERIFY LOCATION) ACCESS ROAD
\\\ \\ dr
�_ �, -__ :- .. HORIZONTAL ALIGNMENT OF NEW 60"PIPE TO
STA.163+70
- �'� �'�_ FOLLOW ALIGNMENT OF EXISTING 46"PIPE.
SEEPAGE BARRIER
x V \ V\ �A e• \\ _ EXPOSE EXISTING PIPE AT 10V INTERVALS AND
(REF. DWG.408)
EDGE OF ROAD - - - r"'
`' � Z0_ ��-e--1u�.--.---so 60 90 SURVEY PRIOR TO REMOVAL. FIELD
ADJUSTMENTS MUST BE APPROVED BY THE
�f scale i Feet
ENGINEER.
m
X 1109 11095
REMOVE 46"DIA.CMP,
E REPLACE W/60"DIA.CHDPE PIPE
U 11D9 11090
W —1 tY z
X �? O m UI
1108 w /h ~ 11085
ix
N m Z tD Q Z N t)
E Q� Qw �'w +mom
H (.0 CD
0 1106 STA 160+35.78 11080
CULVERT INLETS RUCTURE FINISHED GRADE ¢a
N MI 3.6 FILL OVER I-
a ~U
1107 (REF.DWG.409) 11075
0 1107 ---" ——— APPROX. 1070
w � — - - - - - - - GROUND SURFACE � W
IWiLL 1108 J _. _ � �_ - - — __ _ __ _ ILI
o1065LL
LL 0 z
Z a U
O PVI STA.160+35.78 S=-0.96"
H EL. 11064.500 F-
W1106 PVI STA.163+48.00 s=-1 08% 11080 W
W EL.11061.5D0 PIPE INVERT A PROX. INVERT OF w
EXISTING PIPE
1105 PVI STA.168 19.00 1055
n
EL. 110 8.400
p 1105 11050
30 NOTES:
'a c+o m N 1. HORIZONTAL AND VERTICAL CONTROL DATA IS BASED ON CLIMAX
1104 _ m 1045
3 N w 2. CONTRACTOR IS RESPONSIBLEFOR UTILITY LOCATES.
3. BASE TOPOGRAPHY MAPPING FROM AERO-METRIC,INC.SEPT.2006
1104 ¢ 11040
4. MINOR FIELD ADJUSTMENTS ALIGNMENT ALLOWED WITH FIELD
g ENGINEER'S APPROVAL.
RTICAL
z 1103 APPROXIMATELY MATCH EL TION OF EXISTING 46"PIPE. 1103s
a� 6. INVERT OF NEW 60"DIA.PIPE T INLET STRUCTURE APPROX.1.5'
9 1103 L WER THAN EXISTING PIPE INVERT. 1030
0
160+00 161+00 162+DO 163+00 164+00 165+00 166+DO 167+00 168+00 169+00
NO. DATE MADE BY CKD.BY REMARKS DRAWING NO. REFERENCE
•Iris droning together With any and toilhereof
additions, Climax Molybdenum Climax Mine
Q 05I78 TEM SMM ISSUED FOR BID corrections, changes and lions the eol;e the 3 ,' Climax Molybdenum INTERCEPTOR REHABILITATION PROJECT
03/19 DCM SMM ISSUED FOR CONSTRUCTION property of Climax AIo/ybdonum Company and is p Climax,CO
o p furnished on the express condition that it shall w A Freeporf-MCMoRen Company WEST INTERCEPTOR CULVERT REPLACEMENT rod d id l (PHASE D) 9/1116
not be repuce, cope, ent di df, or spose o z DCM As Noted
o > directly or indirect/y, nor used for any other w 3700 S.INCA STge-T DRAWING NO.
w purpose than for Which it is specifically famished w W.W.WHEELER PLAN AND PROFILE 12/1/16
6 Q w ENO�eW000,Co 8D110-3405 SMM
o� Without the prior Written consent of sold Climax U- .f A A880CIATE B. INC 303-761-4130 •cc ww 3-52Q-QQQQ3
Mo/ybdenurn Compony.' {1'_ wu",ra""",e"s .,, Fnx 303-761-2802 STA,160+00TO 169+00 ... Qt
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