DSR_O-TNH-01_Elm_Street_Drawings_Approved_9-22-14.pdf
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HUB 201
ELEV. 720.40
TBM 1
ELEV. 720.64
TBM 2
ELEV. 720.40
A
A'
B
B'
HOUSE
PARKING
AREA
ELM ST. BRIDGE
PLANNED STACKED
ROCK WALL
SAUQ
UO
IT CREEK
CONSTRUCTION LIMIT
TOPSOIL / SEEDING
STREAM BARB
PR
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PL
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.2 s = 0.002'/ftPLANNED TOE ROCK
EXISTING TOE EXISTING TOP OF BANK
S
TA
.0
TOP OF PLANNED
STACKED ROCK WALL
TOP OF KEY ELEVATION =
TOE ROCK + 9'
PROFILE: PLANNED STACKED ROCK WALL
HOUSE
PA
RK
IN
G
AR
EA
EL
M S
T.
B
RI
DG
E
SAUQUOIT CREEK
PLANNED STACKED ROCK WALL
CONSTRUCTION NOTES:
WHERE SOUND ROCK IS WITHIN THREE FEET OF THE CHANNEL
BOTTOM, THE FIRST COURSE OF STACKED ROCK WILL BE PINNED TO
THE BEDROCK.
PINS SHALL BE 1" DIAMETER STEEL BARS CONFORMING TO ASTM
SPECIFICATION A 615.
HOLES THROUGH STACKED ROCK AND BEDROCK SHALL BE DRILLED UP
TO A DIAMETER OF 1 ½”.
THE REINFORCING BARS SHALL BE DRIVEN A MINIMUM OF 10" INTO
THE BEDROCK AND 2" BELOW THE SURFACE OF THE STACKED ROCK
SPOIL FROM EXCAVATION FOR THE TOE ROCK SHALL BE RESERVED
FOR USE AS BACKFILL BEHIND THE STACKED ROCK WALL.
TOP OF KEY MAY BE BURIED TO MAINTAIN CONTINUITY OF EXISTING
GROUND
EXISTING ABUTMENT
KEY
CONSTRUCTION LIMIT
S
TA
.0
C R O
S S S
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-A
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A
A'
B
B'
CROSS SECTION A-A'
(0+05 - 0+45)
FILL
ELEVATION = TOE ROCK + 12'
NONWOVEN GEOTEXTILE
EXISTING STREAMBED
3' x 3' x 4' STACKED ROCK
CONSTRUCTION NOTES:
SPOIL FROM EXCAVATION MAY BE USED AS
FILL BEHIND STACKED ROCK WALL
BACKSET SUCCESSIVE LAYERS OF STACKED
ROCK WALL ~6", OFFSET JOINTS OF
SUCCESSIVE LAYERS
BEGINNING OF STACKED ROCK WALL TO TIE
INTO EXISTING ABUTMENT
HOUSE
PARKING
AREA
EL
M S
T.
BR
ID
GE
PLANNED STACKED ROCK WALL
TOE ROCK
O
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-B
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ELEVATION = TOE ROCK + 6'
3' x 3' x 4' STACKED ROCK
EXISTING STREAMBED
NONWOVEN GEOTEXTILE
TOE ROCK
A'
A B
B'
CROSS SECTIONB-B'
(0+45 - 2+25)
CONSTRUCTION NOTES:
SPOIL FROM EXCAVATION MAY BE USED AS FILL
BEHIND STACKED ROCK WALL
BACKSET SUCCESSIVE LAYERS OF STACKED ROCK
WALL ~6", OFFSET JOINTS OF SUCCESSIVE LAYERS
TOP OF KEY AT END OF STACKED ROCK WALL TO BE
FLUSH WITH EXISTING GROUND
PARKING
AREA
HOUSE
EL
M S
T.
B
RI
DG
E
PLANNED STACKED ROCK WALL
O
S S S
EC
TI
O N C
-C
Em er ge nc y W at er sh ed
P ro te ct io n
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ELEVATION = TOE ROCK + 9'
3' x 3' x 4' STACKED ROCK
EXISTING STREAMBED
NONWOVEN GEOTEXTILE
TOE ROCK
B
B'
CROSS SECTION C-C'
(2+25 - 4+05)
CONSTRUCTION NOTES:
SPOIL FROM EXCAVATION MAY BE USED AS FILL
BEHIND STACKED ROCK WALL
BACKSET SUCCESSIVE LAYERS OF STACKED ROCK
WALL ~6", OFFSET JOINTS OF SUCCESSIVE LAYERS
TOP OF KEY AT END OF STACKED ROCK WALL TO BE
FLUSH WITH EXISTING GROUND
EL
M S
T.
B
RI
DG
E
PLANNED STACKED ROCK WALL
C
C'
EXISTING CONCRETE PAD
EXISTING DECK
S
TR
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M
B A R B D
ET
A
IL
Em er ge nc y W at er sh ed
P ro te ct io n
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IN
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.2D
D'
E
E'
PLAN VIEW CROSS SECTION D-D'
CROSS SECTION E-E'
FLOW
16"-18"
STREAMBED
Min. 3' x 3' x 4'
STREAMBED
STREAM BARB
Min. 3' x 3' x 4'
STACKED ROCK WALL
20'
KEY
STACKED ROCK WALL
STREAM BARB
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