2011-12-09_REVISION - M1977342

• Permit No: M1977342
• IBM Index Class Name: REVISION
• Doc Date: 12/9/2011
• Doc Name: TR 04 Post Constructn submittal of construction certificat'n & as-built drawngs for Mill Lime Slaker
• From: Climax Molybdenum
• To: DRMS
• Type & Sequence: TR4
• Email Name: PSH
• Media Type: D
• Archive: No

OUTSIDE FACE OF
FOUN[ATION WALL
51.2 51.2
NO CC NTINUOUS FOOTING
ALONG THIS WALL
1'-
6•
6
I-
10
WIDENED GRADE BEAM (SHADED)
- T.O.W. EL. = 9176' -2
- B.O.W. EL = 9174' -0
6
O
10
15•
NEW GRADE BEAM (SHADED)
- T.O.W. EL - 9176' -Z
- B.O.W. EL - 9174' -0 I
L Z N
WIDENED
8•-
GRADE BEAMS (SHADED)
EL - 9175' -10
EL = 9174' -0 - -,
a
This drawing together with any and all additions, correc-
tions, changes and alterations thereof is the property of
Climax Molybdenum Co. and is furnished on the express
condition that it shall not be reproduced, copied, lent, or
disposed of directly or indirectly, nor used for any other
purpose than for which it is specifically furnished without
prior written consent of said Climax Molybdenum Co.
Si .2 51
51.2 51.2
I I
r 2 '=0 2-0
J .
11 i'
I
51.251.2
T - lJ
4 I _ 1 _ _ 4 COLUMN FOOTING -
--� - B.O. FOOTING EL
- 9172' -7 1/2
1 -NP. 3 LOCATIONS
WIDENED GRADE BEAM (SHADED)
I 10• - T.O.W. EL - 9175' -7 1/2
I B [y1 2 - B.O.W. EL - 9174' -0
1' -1D
NO CONTINUOUS FOOTING
ALONG THIS WALL
6' -4 1/2 11 1' -10 1/2
FOUNDATION PLAN
NpIE$: l/2• = 1' -0•
1. INFORMATION SHOWN ON THIS PLAN SHALL BE ADDED
TO THE INFORMATION PREVIOUSLY ISSUED, U.N.O. SEE
ORIGINAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
2. ALL FOUNDATION CONCRETE SHALL HAVE AN ULTIMATE
COMPRESSIVE STRENGTH Yc OF 5000 PSI. REFER TO
SPECIFICATION FOR ADDITIONAL REQUIREMENTS.
3. SUBMTT SHOP DRAWINGS FOR ALL NEW REBAR AND
CONCRETE MIX DESIGN.
4. TOLERANCE FOR STIRRUP SPACING SHALL BE +/- 1/2
REFER TO SPECIFICATION FOR OTHER TOLERANCES.
5. USE CRSI CLASS 1 OR 2 REBAR POSFONERS FOR ALL
REINFORCEMENT IN CONTACT WITH FORMS. USE CRSt
APPROVED CHAIRS FOR ALL REINFORCED CONCRETE ON
GRADE.
6. FOUNDATION DIMENSIONS SHALL BE DETERMINED BY A
SURVEY PERFORMED BY A PLS REGISTERED IN COLORADO.
7. SPUCE TOP REINFORCEMENT MIDWAY BETWEEN MICROPILES.
SPUCE BOTTOM REINFORCEMENT AT MICROPILES.
WIDENED GRADE BEAM (SHADED
- T.O.W. EL - 9175 -7 1/2
2' -6- FTG. - B.O.W. EL = 9174' -0
- -JJ S1©
STEP WALL DOWN
AND BEAR ON FTG.
REFERENCE DRAWINGS
6 5 DOWELS WALL) POTS
1 4 DOWEL ( NG) FRO
N WALL TO EXISTING WALL
-SEE 6/53.0
P
NEW GRADE BEAM (SHADED)
- T.O.W. EL = 9175' -7 1/2
- B.O.W. EL = 9172' -7 1/2•
7.
WIDENED GRADE BEAMS (SHADED)
- T.O.W. EL = 9175' -7 1/2
- B.O.F. EL = 9172' -7 1/2
1 .2 NO CONTINUOUS FOOTING
ALONG THIS WALL
Mt T. O. WALL ELEVATION
SEE PLAN
alit T.O. WALL EL
M. SEE ORIG. DWGS.
T. O. SLAB EL
SEE ORIG. DWGS.
11' -4
a
CLOSED STIRRUPS - SEE
1/S1.2 AND 4/S1.2
MICROPILE REINFORCEMENT
WITH STANDARD HOOK
-"INTO FLOOR SLAB
FOOTING MICROPILE
( SHOWN OR RCP
FOUNDA ON
S B.O. FOOTING ELEVAT
SEE PLAN
SIM.
7' -4 1/2
,.I
S1.2 51.2
2' -4 FTG.
2' -0
I�
L
NEW GRADE BEAM (SHADED)
- T.O.W. EL = 9175 1/2
- BEAR ON RCP
( PILASTER DETAIL
51 NOTE: SEE ORIGINAL DRAWINGS
FOR REINFORCEMENT NOT DEFINED
ON THIS DETAIL
1
2
3
4
4
DESCRIPTION OF REVISION
-
APPROXIMATE LOCATION
OF MICROPILE - TYP.
3/4• = 1' -0
OUTSIDE FACE OF
FOUNDATION WALL
STEP FOUNDATION UP
AT RCP THUS:
51.2 S1.2
APPROXIMATE LOCATION
OF RCP FOUNDATION
-NO SQUARE FOOTING
AT THIS CORNER
EXTEND NEW WALL
TO EDGE OF RCP
on TO. WALL EL
SEE ORIG. OWLS.
(3) #5 CONT. HORIZ.
TOP REINFORCEMENT
ROUGHENED TOP
OF WALL
T.O. SLAB EL
SEE ORIG. DWGS.
Kik T.O. WALL ELEVATION
Mir SEE PLAN
gip B.O. WALL ELEVATION
SEE PLAN
(1) ADD'L #5 BOTTOM
CONT. HORIZ. (3 #5
TOTAL)
DATE
(3) #5 Z BARS
OVffi TOP OF RCP
-LAP WI WALL REINF.
BY
T.O
F.V.
B.O. FTG. dip
9172' -7 1/2-
(EXTERIOR WALL DETAIL
51.2 S1.2 NOTE: SEE ORIGINAL DRAWINGS 314- = I' -0
FOR REINFORCEMENT NOT DEFINED
ON THIS DETAIL
SCALE
PLOT SCALE
INVERT OF SCALE
COMPUTER FILE:
.DWG
LA
NOTE: AT SIMILAR COND.,
SLAB IS CONTINUOUS
OVER GRADE BEAM W/
NO RAISED WALL -
USE TYPE 3 CLOSED
STIRRUPS AT 24. O.C.
STIRRUPS AT SIMILAR
CONDION ONLY
PAPER SIZE D
ENGINEER:
DRAWN BY:
CHECKED BY:
APPROVED BY:
APPROVED BY:
DATE
4
1
151.2 51.2
4
(4) TYPE 2
STIRRUPS
(6) TYPE 2
STIRRUPS
4
4
4 4
1
ISI2512
TYPF 1 TII OSFIT STIRRUP TYPE 2 G DSFn STIRRUP
TYPE 3 CI 05Fn STIRRUP TYPE 4 CI OSFTI STIRRUP
51.2 51.2
7
( STIRRUP PLAN
(CLOSED STIRRUP DETAILS
51.2 51,2 NOTE: STIRRUPS TO BE //4 B 3/4• = 1' -0
DIMENSIONS ARE TO CEIJTERUNE ARS.
OF BAR.
ROUGHENED TOP
OF WALL
(4) TYPE 2
STIRRUPS
4 4 4
2
51.251
4 4
4 4 4
(7) TYPE 4
STIRRUPS
S1,215 .2 SEE 4/51.2 FOR TYPE 1, TYPE 2, 1 - 1 -0
TYPE 3 AND TYPE 4 STIRRUP
PROFILES.
alk■
T .O. WALL EL EE
SORIG. DWGS.
(3) #5 CONT. HORIZ.
TOP REINFORCEMENT
T.O. SLAB EL
SEE ORIG. OWGS.
• T.O. WALL ELEVATION
• SEE PLAN
VERTICAL WALL REINF.
PER 3/53.0 -
EXTEND TO B.O. WALL
(1 ADD'L #5 BOTTOM
CONT. HORIZ. (3 #5
TOTAL)
S B.O. FTC. ELEVATION
SEE PLAN
CLIMAX MOLYBDENUM COMPANY
19302 COUNTY ROAD No. 3
PARSHALL, CO
(303) 569 -3221
4.
a
51.2 51.2 NOTE: SEE ORIGINAL. DRAWINGS
FOR REINFORCEMENT NOT DEFINED
ON THIS DETAIL
SHEET No.
(INTERIOR WALL DETAIL
LA
#4 DOWELS AT
4 O.C. W.
STD. HOOK IN
FTG.
ROUGHENED
TOP OF FTG.
FOOTING
SOME CASES
` 4x24 AT
6. O.C.
314- = 1' -0•
NO
MOB 1
DWG No.
OHM
O RM
Walk
PROTECT NO:
IMMONS - 1880E0
OAT
00-111-10
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BAUR & ASSOCIATES
CONSULTING ENGINEERS
2551 31st Street Boulder, CO 80301
303- 444 -9121 (v) 303-415.1070 (I)
vuvricb.usmm
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oa a- A. mos
Yr we :. lb.
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PROJRCT:
LIME SLAKER
PROJECT
HENDERSON PALL
9302 COUNTY RD.
NO.3
PARSHALL, CO
LIME SLAKER PROJECT
00 -10-10
NOB
ICS
teibiEirED
FOUNDATION
PLAN AND
DETALS
10009
81.2
HENDERSON MILL SITE
■/s to I -u
REV. Let.