2022-06-30_PERMIT FILE - C1980007 ‎(2)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 6/30/2022
• Doc Name: 2022 C-1 Conveyor Modifications Bent 10 Structural Modifications Plan, Section and Detail
• Type & Sequence: MR467
• Section_Exhibit Name: Exhibit 43A 2022 C-1
• Media Type: M
• Archive: No

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ABBREVIATIONS.
NOTES: 0 DIAMETER NTS I NOT TO SCALE
10 BO BOTTOM OF NOM NOMINAL
1. FIELD VERIFY SITE CONDITIONS AND DIMENSIONS BEFORE FABRICATION OR CCC CLEAR CONCRETE COVER OC ON CENTER
10 10 ASSEMBLY. q CENTER LINE OD OUTSIDE DIAMETER
EL ELEVATION PSF POUNDS PER SQUARE FOOT
10.1w 10.2w 2. SHIM PLATE INTENDED TO ACCOUNT FOR VARIABILITY IN ELEVATION OF EW EACH WAY PSI POUNDS PER SQUARE INCH
EXISTING W18 GIRDER. REQUIRED SHIM PLATE THICKNESS SHOULD BE EX EXISTING R RADIUS
4'-5 1/8" 3'-6 7/8" VERIFIED BASED ON EXISTING FIELD CONDITIONS. GW GROUND WATER T&B TOP AND BOTTOM
8'-0" GR GRADE TOC TOP OF CONCRETE
AFt ARI
ID INSIDE DIAMETER TYP TYPICAL
IL OF TOP 2 5/16" 4'-0" EX PIER KIPS THOUSAND POUNDS LINO UNLESS NOTED OTHERWISE
OF EX PIER (TYP) ItCONVEYOR KN KILONEWTON STD STANDARD
KN-M KILONEWTON-METER W/ WITH
Q KSI KIPS PER SQUARE INCH @ AT
MAX MAXIMUM
CONCERTE FL SEAT SEAT MIN MINIMUM
M PIER (TYP) z z EX 8x31
W18x86 m m
w w 6" 1"0 F1554 ANCHOR BOLT
\ W/ HEAVY HEX NUT &
3 �n �n WASHER T&B
M (TYP)
- CONCRETE PIER
BID 60
GIRDER W18 `o
CONNECTION � I co
/8\ EX BENT N X
z -- -�-I�- ----- FL PIER
- 3 I
z
X
L I 1 (.02" PL STIFFENER
- - - - - - - - � (TYP)
INTERSECTION OF � BETWEEN EX � � � � � � 6
10.1 a 10.2e 10.1 w 10.2w 10 1 /4 10 1 /4 --
u PIER TOPS AND FL OF CONVEYOR
PIER CONNECTION EX W18 EX W18 A.1 B.1 PIER
00 0° , I I
5 DETAIL: PIER CONNECTION
i� ( 5 � W18x86 TOC EL W18x86 TOC EL
00 6435'-0" °O 6435'-0" A / I B - TYP 4 PLACES
II ii II II II II II II
X
W18x86 w 1"0 F1554 ANCHOR BOLT
-- -- -- 1-4
W/ HEAVY HEX NUT &
y42 - WASHER T&B (TYP)
N r; EX W18x86
PL z STIFFNER
(TYP)
N M J
FL OF TOP+g� co M
OF EX PIER 1 5/8„ p+��^� W18 � M
N
4'-0„ aP LU w
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U) O cY)
3'-6 1/4" 4'-5 3/4" EX SLOPE I w
w PL 3/4 x2 -0 x1 -0
8'-0" ii U) o Z)
III III N �
~ CONCRETE PIER O
10.1 a 0102e
EX SLOPE � ----
CO CO co T_
PL 1 "x1'-6"x1'-0"
1 PLAN: FOUNDATION PIERS N N 00
- 1/4"=1'-0" 0 1 5 Z 1 <UJ c� LU 1 -6
SCALE INIFEET _ j _ w w 6 SECTION: PIER CONNECTION
co co
i EX SLOPE
2'-6"0 CONCRETE PIER PIER
2 CCC N
N w
FL +
(12)-#10 VERTS
#4 SPIRAL
00 N TIE @ 12" O.C.
\ EX \ EX
\ BEDROCK \
N BEDROCK
7 SECTION: PIER
o o - 1 /2"= V-0" TYP
10 iO
EX W18 3
3/4"x9"x12" SHIM NEW W18
MIN 28- DAY COMPRESSIVE STRENGTH CONCRETE. PLATE - SEE NOTE 2
5,000 PSI
MIN YIELD STRENGTH OF REINFORCING BAR: ` ` EX BEDROCK
60 KSI o o;
FIELD DRILL BOTTOM 1 1/16"x30" SLOTS IN TOP
CID EDMIN YIELD STRENGTH OF ANCHOR BOLTS: FLANGE OF EX W18 FLANGE OF NEW W18
55 KSI L _ _ J FOR 3/4" A325 BOLTS
/8\ DETAIL: GIRDER CONNECTION
MIN 7-DAY COMPRESSIVE STRENGTH OF I I i i
1/2"=1'-0" TYP 4 PLACES
NON -SHRINK GROUT:
8,000 PSI 2 SECTION: BENT 10 3 SECTION: BENT 10 4 SECTION: BENT 10
0 1 5 - 1/4"=1'-0" 0 1 5 - 1/4"=1'-0" 0 1 5
MIN YIELD POINT STRENGTH OF STRUCTURAL 1' 1 i 1 1 1 1 1 hid I I I I I' � � � � PRELM I NARY
SCALE IN FEET SCALE IN FEET SCALE IN FEET
SECTIONS AND PLATE: NOT FOR CONSTRUCTION
50 KSI
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT 03/25/2022 04/2212022 Project Office: Scale AS SHOWN BARR PROJECT No.
REPORT WAS PREPARED BY ME OR UNDER MY DIRECT REVIEW 03/25/2022 04/2212022 Date 2022 C-1 CONVEYOR MODIFICATIONS
SUPERVISION AND THAT I AM A DULY LICENSED BARR ENGINEERING CO. 03/22/2022 06261012.01
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE BID
STATE OFCOLORADO. CONSTRUCTION 4300 MARKETPOINTE DRIVE Drawn CAK MOUNTAIN AL COMPANY WEST ELK MINE CLIENT PROJECT No.
BARR Suite 200
B CAK CAK CAK 04/22/022 ISSUED FOR REVIEW PRINTED NAME RECORD MINNEAPOLIS, MN 55435 Checked --- SOMERSET, COLORADO
A CAK cAK CAK 1 5/2022 INITIAL ISSUE Corporate Headquarters: Designed BENT 10 STRUCTURAL MODIFICATIONS
A B C 0 1 2 3 Ph: 1-800-632-2277 9 CAK DWG. No. REV. No.
SIGNATURE RELEASED Minneapolis, Minnesota Fax: [phone] PLAN SECTION AND DETAILS
NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE LICENSE# TO/FOR DATE RELEASED Ph: 1-800-632-2277 www.barr.com Approved CAK ' S-01 B