2012-05-18_REVISION - M1981185 ‎(6)‎

• Permit No: M1981185
• IBM Index Class Name: Revision
• Doc Date: 5/18/2012
• Doc Name: CONSTRUCTION MAP 4
• From: WILDCAT MINING
• To: DRMS
• Type & Sequence: TR2
• Email Name: DMC
• Media Type: M
• Archive: No

NOTE: MOVE BLOCKS
FORWARD TO ENGAGE SHEAR
KNOBS BEFORE BACKFILLING,
TYP.
I
i
C
0
GRANULAR FREE -
DRAINING BACKFILL
41" 'RED[ -ROCK' RET.
WALL w/ 28" CAP BEN.
LEVELING PAD
1.5
3' -3"
m
ALINE OF BRO. SHALL
BE MAINTAINED IN
NATIVE UNDISTURBED
FORMATIONAL MATERIAL
6' -0" MAX. RETAINED EARTH HT
GRAVITY RETAINING WALL
SCALE: 1/2" = 1' -0"
NOTE: GEOGRID PENETRATION & GUARDRAIL
POST INSTALLATION SHALL BE INSTALLED
IN STRICT ACCORDANCE WITH ALL AASHTO
REQUIREMENTS FOR GUARDRAILS ON
MSE RETAINING WALLS.
/ZONE OF STRUCT.
/BB /A/CCK /FILL PER A /S3
-SLOPE BY OTHERS
- WOVEN GEOTEXTILE
21C CONT. FULL HT.
WALL DRAIN
SEE TYR. MIN. EARTH
WORK DTL. FOR BRG.
& BACKFILL INFO.
'REDI -ROCK'
�I
RETAINED
EARTH
ri a_r�
02~��
�TYR I pmwo�ioJ
BY OTHERS
ROADWAY SURFACE
BY OTHERS
SOIL -NAILS
I
NOTE: GEOGRID PENETRATION & GUARDRAIL
POST INSTALLATION SHALL BE INSTALLED
IN STRICT ACCORDANCE WITH ALL PASHTO
REQUIREMENTS FOR GUARDRAILS ON
MSE RETAINING WALLS.
CONT. GRADE BM. 54
PER 5/S4
MICRO- PILES, TYP.
ALT. RET. WALL G.B. /MICRO -PILE/
U SOIL NAIL LAYOUT PLAN
SCALE: 3/8" = 1' -0"
rfN 6' -0" TO 10' -6" MAX. RETAINED EARTH HT.
'RED[-ROCK' GRAVITY RETAINING WALL
SCALE: 1/2" = 1' -0"
NOTE:
MICROPILE & SOIL —NAIL DESIGN
SHALL BE DETERMINED BASED
ON FIELD CONDITIONS ONCE
EXCAVATION IS COMPLETE
'RED[—ROCK' RET. WALL —
ABV. PER PLAN & DETAILS
1/2 "x4 %4" PL. WASHER
w/ LOCK NUTS
I
WALL DRAIN
I I— I I III —I
6" 135' HOOKS 1 1 —III-
I CONT. 2'- 0 "x4' -0" CONC.
#4x CLOSED TIES - GRADE BM. w/ 8 - #5 CONT.
® 18 o.c. /— — NOTE STEP G.B. ® WALL
3" BLK. STEPS
3" CLR. SOILS NAILS ® 10'- O "o.c.,
EXIST. FILL Typ. LOCATE BTWN. MICRO -PILES
1 1/2 "x7 %7" CAP PL. w/ 4-
o 2' -0" 1' -0" 4.,
#5 A706x 116 ", WELD
ALL - AROUND TO PL.
MICRO -PILES ® 4'- 0 "o.c.
ES., STAGGERED W/ LOCK NUTS
UNDISTURBED FORMATIONAL
MATERIAL
ALTERNATE RET. WALL BRG. ON G.B.
U WHEN EXCAVATION TO BEDROCK IS
IMPRACTICAL
SCALE: 1/2" = 1' -0"
BE MAINTAINED IN & BACKFILL INFO
NATIVE UNDISTURBED _
FORMATIONAL MATERIAL
EXPOSED RET. i RET. EARTH SIDE OF
WALL FACE REINF. MSE RET. WALL
10' -6" TO 15' -0" MAX. RET. EARTH HT.
U REINF. 'REDI -ROCK' MSE RET. WALL
SCALE: 1/2" = 1' -0"
CONN. ROD BY MFR
MIRAFI MIRAGRID GEOGRID
PRINCIPLE REINFORCEMENT
PLACED IN DIRECTION OF
OF TENSION FORCE. EXTEND
FOR THE FULL REQUIRED
LENGTH WITHOUT SPLICES.
NOTE:
SEE MFR. INSTALLATION GUIDE
FOR GEOGRID INSTALLATION,
CONW & ADDN'L. INFO.
'REDI -ROCK' RET. WALL
BLOCKS, TYP.
TYP. GEOGRID INSTALLATION
U (PLAN VIEW)
SCALE: 1/2" = 1' -0"
­l>1 • `�
Tv, ,
e;•��ORE/V
p $%X MAY 18 2012
U:o O: GRAND JUNCTION HELD OFFICE
29350 z: OF
RECLAMATION MINING & SAFETY
01.
ONAL•E�G\
5/8/2012 FINAL
FOR
CONSTRUCTION
5 -8 -2012
WILSON STiZUCTUR,4L
ENC;INEEiRINC;, INC.
1235 THOROUGHBRED RD.
DURANGO, CO 81303
Phone: [phone]
A PROPOSED STRUCTURAL DESIGN FOR: FILE NAME:
WILDCAT SINE 05912.S4
ACCESS WOAD RET,41N'Cs WALL PROJECT:
DURANra O, COLORADO 05912
SHEET:
REDI -ROCK RETAINING WALL DETAILS
DRAWN: CHECKED: DATE: S4
MM /GW DW 5 -8 -2012 OF S4
i it i
x
CONT. GRADE BM. 54
PER 5/S4
MICRO- PILES, TYP.
ALT. RET. WALL G.B. /MICRO -PILE/
U SOIL NAIL LAYOUT PLAN
SCALE: 3/8" = 1' -0"
rfN 6' -0" TO 10' -6" MAX. RETAINED EARTH HT.
'RED[-ROCK' GRAVITY RETAINING WALL
SCALE: 1/2" = 1' -0"
NOTE:
MICROPILE & SOIL —NAIL DESIGN
SHALL BE DETERMINED BASED
ON FIELD CONDITIONS ONCE
EXCAVATION IS COMPLETE
'RED[—ROCK' RET. WALL —
ABV. PER PLAN & DETAILS
1/2 "x4 %4" PL. WASHER
w/ LOCK NUTS
I
WALL DRAIN
I I— I I III —I
6" 135' HOOKS 1 1 —III-
I CONT. 2'- 0 "x4' -0" CONC.
#4x CLOSED TIES - GRADE BM. w/ 8 - #5 CONT.
® 18 o.c. /— — NOTE STEP G.B. ® WALL
3" BLK. STEPS
3" CLR. SOILS NAILS ® 10'- O "o.c.,
EXIST. FILL Typ. LOCATE BTWN. MICRO -PILES
1 1/2 "x7 %7" CAP PL. w/ 4-
o 2' -0" 1' -0" 4.,
#5 A706x 116 ", WELD
ALL - AROUND TO PL.
MICRO -PILES ® 4'- 0 "o.c.
ES., STAGGERED W/ LOCK NUTS
UNDISTURBED FORMATIONAL
MATERIAL
ALTERNATE RET. WALL BRG. ON G.B.
U WHEN EXCAVATION TO BEDROCK IS
IMPRACTICAL
SCALE: 1/2" = 1' -0"
BE MAINTAINED IN & BACKFILL INFO
NATIVE UNDISTURBED _
FORMATIONAL MATERIAL
EXPOSED RET. i RET. EARTH SIDE OF
WALL FACE REINF. MSE RET. WALL
10' -6" TO 15' -0" MAX. RET. EARTH HT.
U REINF. 'REDI -ROCK' MSE RET. WALL
SCALE: 1/2" = 1' -0"
CONN. ROD BY MFR
MIRAFI MIRAGRID GEOGRID
PRINCIPLE REINFORCEMENT
PLACED IN DIRECTION OF
OF TENSION FORCE. EXTEND
FOR THE FULL REQUIRED
LENGTH WITHOUT SPLICES.
NOTE:
SEE MFR. INSTALLATION GUIDE
FOR GEOGRID INSTALLATION,
CONW & ADDN'L. INFO.
'REDI -ROCK' RET. WALL
BLOCKS, TYP.
TYP. GEOGRID INSTALLATION
U (PLAN VIEW)
SCALE: 1/2" = 1' -0"
­l>1 • `�
Tv, ,
e;•��ORE/V
p $%X MAY 18 2012
U:o O: GRAND JUNCTION HELD OFFICE
29350 z: OF
RECLAMATION MINING & SAFETY
01.
ONAL•E�G\
5/8/2012 FINAL
FOR
CONSTRUCTION
5 -8 -2012
WILSON STiZUCTUR,4L
ENC;INEEiRINC;, INC.
1235 THOROUGHBRED RD.
DURANGO, CO 81303
Phone: [phone]
A PROPOSED STRUCTURAL DESIGN FOR: FILE NAME:
WILDCAT SINE 05912.S4
ACCESS WOAD RET,41N'Cs WALL PROJECT:
DURANra O, COLORADO 05912
SHEET:
REDI -ROCK RETAINING WALL DETAILS
DRAWN: CHECKED: DATE: S4
MM /GW DW 5 -8 -2012 OF S4