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APPROVED
BACK It w/
8/8/2016 12:0 :00
(4) 3/4"0 ALL #5 @ 12" o.c. #5 @ 6" O.C. AM
THREAD 3" MAX. 1 1/2" (2) 3/4"c6 ALL THREAD
DRILL & EPDXY 3/8" SHEAR F'L DRILL & EPDXY
6 3/4" EMBED. W/ (3) 3/4"0 6 3/4" EMBED.
A-325 BOLTS
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#5 DWLS. °
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@ 12" o.c. , - - ` °
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ANDERSON STRUCTURAL
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EA. WAY 1 1/2" CLR. =iii illi� 1 1/2" GROUT ENGINEERING, INC.
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(8) #5 EQ. SPACED
WO823 GRAND AVE.
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a�■1 GLENWOOD SPGS, CO. 81601
#4 TIES
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STRENGTH
0 Oft
MP= DIRECTION
0024),40494
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L = 7'-6"
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8" IMPERVIOUS 18 SQ. NOTE:
IN THE "CROSSOVER AREA" OF REINFORCEMENT,
02,41
CLAY CAP 1'-O" FREE DRAINING ONE OF THE LAYERS OF REINFORCEMENT SHOULD
GRAVEL BE LOWERED OR RAISED ONE COURSE TO ALLOW
GEOSYNTHETIC PLACEMENT OF THE REINFORCEMENT WITH THE
REINFORCEMENT s� II■1 I I PRIMARY REINFORCEMENT STRENGTH DIRECTION
8'-0" LONG TYP.
5 LAYERS AS SHOWN - - - - - - �-- - - - - - � PROPERLY ORIENTED. THE REINFORCEMENT W
�_,,,_,,,_,,,_,,,_,,,_,,,_„ __ - - , - SHOULD NOT EXTEND INTO THE SEGMENTAL
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THE 90-DEGREE CORNER.
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GEOSYNTHETIC VJ
REINFORCEMENT 4"� PERFORATED PVC ICO
2 g .,
16 -0" LONG TYP. - -
DRAIN TILE DAYLIGHT ■ 12\
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SEE DET. 44 FOR CORNERFM -- -- -- -- - /'---�
5 LAYERS AS SHOWN THROUGH WALL FACE @WI a---
DETAIL EA. END OF WALL o I..'.
WRAP DRAIN PIPE w/ o N (/J
MIRAFI 140N FILTER FABRIC c\I FINISH GRADE O
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• • \ • • • \ EXTEND iiiTiii6" REINFORCEMENT TO GEOSYNTHETIC
O a
i,I=��,- MIN. COMPACTED GRANULAR PLAN O Q
BASE/LEVELING PAD CDOT No. 67 2" OF THE LOWER BLOCK FACE
#5 @ 8" o.c. (8) #5 DWLS. AGGREGATE >
EA. WAY < en
5'-0"
Q N
PARKING STRUCTURE SECTION GEOGRID CORNER DETAIL
43 44
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
NOTES:
1. REINFORCED BACKFILL (CDOT CLASS 6)
ASSUMED INTERNAL ANGLE OF FRICTION 34 deg.
ASSUMED UNIT WEIGHT 120 pcf
A GEOTECHNICAL ENGINEER SHALL VERIFY THE PRESUMPTIVE VALUES PRIOR ASE Project No.: 1600-18
TO CONSTRUCTION.
Drawn By: ADC
2. BACKFILL SHALL BE PLACED IN 6 MAX. INCH LIFTS AND COMPACTED TO 95%
PROCTOR IN ACCORDANCE WITH ASTM D698. COMPACTION SHALL BE VERIFIED Checked By: LKA
BY GEOTECHNICAL ENGINEER.
3. GEOGRID SHALL BE MIRAFI MIRAGRID 8XT AS MFG. BY TENCATE
GEOSYNTHETICS AMERICAS OR APPROVED EQUAL. Revision Date
TENSILE STRENGTH MARV = 74001bs/ft. PERMIT 5-11-16
4. WALL FACING SHALL BE DIAMOND PRO STONE CUT LARGE BLOCKS AS MFG. REVISED PERMIT 7-15-16
BY ANCHOR WALL ENGINEERING, LLC OR APPROVED EQUAL.
TYPICAL
DETAILS
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