HomeMy WebLinkAboutR-326815EL
V-6
END OF SEW
REINFORCING
FUTURE
CONCRETE BARRIER.
FOR DETAIL SEE
/-,-
REINF TO BE DESIGNED
BY MANUFACTURER AS
PER SPECIFICATION ----,
FIN. GRADE
FINISH SIDEWALK
GRADE --� 61- 1
LIMITS OF BACKFILL FOR
STRUCTURAL EARTH WALL
INCL. HAUL
— — — —SEW REINFORCING
�- FENCE -SEE
ROADWAY PLANS
FUTURE RAILING
�FRACTURED
FIN FINISH
� TOP OF WALL WORK ELEV.
TOP OF WALL PANEL
FRONT OF
[00/ WALL =
(VERTICAL)
FRACTURE �
FIN WALL w
FINISH =
WORKLINE J
FRONT FACE �
OF WALL
z
w o
XIST.FINISH
I ;GROUND N w
UNDERDRAIN PIPE 6" DIA. & GRAVEL
BACKFILL FOR DRAIN. WRAP GRAVEL
BACKFILL WITH CONSTRUCTION GEOTEXTILE
FOR UNDERGROUND DRAINAGE
(LOW SURVIVABILITY, CLASS B)
WRAP PIPE WITH GEOTEXTILE
CONNECT UNDERDRAIN PIPE TO CB
TYPE A BARRIER
TYPICAL SECTION
STA 122+20 TO 1540+44
SCALE: NTS
1,_6„
//lam. i� X// I� �//i ` I
BOTTOM OF WALL
CONCRETE
LEVELING PAD
BACKFILL FOR
STRUCTURAL EARTH
WALL INCL. HAUL
� A \ h�� FUTURE RAILING
A I-
�r
OF
VORKLINE)
LIMITS OF EXCAVATION
SCALE: NTS
FUTURE RAILING
10"
NOTE: THE BARRIER AND REACTION SLAB
(SIDEWALK) SHALL BE DESIGNED AND
REINFORCED FOR A TRAFFIC IMPACT PER
THE SPECIFICATIONS. ALL REINF. SHALL BE
PROVIDED AND INSTALLED IN THIS CONTRACT.
USE EPDXY COATED BARS FOR
REINFORCING THAT WILL BE EXPOSED.
THE CONCRETE SIDEWALK SHALL BE PLACED.
HOWEVER THE CONC. BARRIER IS NOT TO BE
PLACED IN THIS CONTRACT.
IT WILL BE FUTURE WORK.
DETA i L
SCALE: I I /211 = I '-0"
NOMINAL FRONT
FACE OF WALL
�t
�i111,4
1 1/2 )7 +1/4"
EMBED PANEL AS
SPECIFIED BY
STRUCTURAL EARTH
WALL MANUFACTURER
FACE OF
STRUCTURAL
EARTH WALL PANEL
(WORKLINE)
PROVIDE 3"0 PVC
PIPE SLEEVE FOR
FENCE POST AT 10' 0. C.
TYPICAL. USE 5' 0. C.
FOR 27.3' RADIUS
S ECTI 0 N.
1/4"R
FRACTURED FIN WALL FINISH
SCALE: NTS
1/8 37 TO 5/8" DEEP
IRREGULAR FRACTURE
ELI
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J
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t
i I
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i
STU B AN D CAP
CONDUIT FOR FUTURE
SIGNAL AT 1540+"14.
DETAIL r2
SCALE: I 1/2'' = 1'-0
R-326815
f -I r\r-1Ai h i ii
DETAIL
SCALE: I/2" = I'-0"
5
�C ,
GRADE
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V-6
END OF SEW
REINFORCING
FUTURE
CONCRETE BARRIER.
FOR DETAIL SEE
/-,-
REINF TO BE DESIGNED
BY MANUFACTURER AS
PER SPECIFICATION ----,
FIN. GRADE
FINISH SIDEWALK
GRADE --� 61- 1
LIMITS OF BACKFILL FOR
STRUCTURAL EARTH WALL
INCL. HAUL
— — — —SEW REINFORCING
�- FENCE -SEE
ROADWAY PLANS
FUTURE RAILING
�FRACTURED
FIN FINISH
� TOP OF WALL WORK ELEV.
TOP OF WALL PANEL
FRONT OF
[00/ WALL =
(VERTICAL)
FRACTURE �
FIN WALL w
FINISH =
WORKLINE J
FRONT FACE �
OF WALL
z
w o
XIST.FINISH
I ;GROUND N w
UNDERDRAIN PIPE 6" DIA. & GRAVEL
BACKFILL FOR DRAIN. WRAP GRAVEL
BACKFILL WITH CONSTRUCTION GEOTEXTILE
FOR UNDERGROUND DRAINAGE
(LOW SURVIVABILITY, CLASS B)
WRAP PIPE WITH GEOTEXTILE
CONNECT UNDERDRAIN PIPE TO CB
TYPE A BARRIER
TYPICAL SECTION
STA 122+20 TO 1540+44
SCALE: NTS
1,_6„
//lam. i� X// I� �//i ` I
BOTTOM OF WALL
CONCRETE
LEVELING PAD
BACKFILL FOR
STRUCTURAL EARTH
WALL INCL. HAUL
� A \ h�� FUTURE RAILING
A I-
�r
OF
VORKLINE)
LIMITS OF EXCAVATION
SCALE: NTS
FUTURE RAILING
10"
NOTE: THE BARRIER AND REACTION SLAB
(SIDEWALK) SHALL BE DESIGNED AND
REINFORCED FOR A TRAFFIC IMPACT PER
THE SPECIFICATIONS. ALL REINF. SHALL BE
PROVIDED AND INSTALLED IN THIS CONTRACT.
USE EPDXY COATED BARS FOR
REINFORCING THAT WILL BE EXPOSED.
THE CONCRETE SIDEWALK SHALL BE PLACED.
HOWEVER THE CONC. BARRIER IS NOT TO BE
PLACED IN THIS CONTRACT.
IT WILL BE FUTURE WORK.
DETA i L
SCALE: I I /211 = I '-0"
NOMINAL FRONT
FACE OF WALL
�t
�i111,4
1 1/2 )7 +1/4"
EMBED PANEL AS
SPECIFIED BY
STRUCTURAL EARTH
WALL MANUFACTURER
FACE OF
STRUCTURAL
EARTH WALL PANEL
(WORKLINE)
PROVIDE 3"0 PVC
PIPE SLEEVE FOR
FENCE POST AT 10' 0. C.
TYPICAL. USE 5' 0. C.
FOR 27.3' RADIUS
S ECTI 0 N.
1/4"R
FRACTURED FIN WALL FINISH
SCALE: NTS
1/8 37 TO 5/8" DEEP
IRREGULAR FRACTURE
ELI
JI
I
I
I
J
I �
t
i I
I
I
i
STU B AN D CAP
CONDUIT FOR FUTURE
SIGNAL AT 1540+"14.
DETAIL r2
SCALE: I 1/2'' = 1'-0
R-326815
f -I r\r-1Ai h i ii
DETAIL
SCALE: I/2" = I'-0"
5
�C ,
GRADE
'IE