20171115092635361.pdf
PDF 18 MB Posted
- Attached to
- KS FLAP RSR 236(1), Cawker City Causeway
- Solicitation number
- 6982AF18R000002
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| File | Type | Posted |
|---|---|---|
| Bid_Opening_Summary_KS_FLAP_RSR_236(1)_Cawker_City_Causeway.pdf | ||
| Bidders_Questions2.pdf | ||
| Amendment_A001.pdf | ||
| Bidders_Questions1.pdf | ||
| KS_FLAP_RSR_236(1)Cawker_City_RFP.pdf |
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Text version
NO SCALE
W beam rail
SIDE FRONT
TOP
symmetry of
Post length stamp
BLOCK
CL
on terminal sections
All posts except those beyond nut by more
Thread not to extend terminal sections approach and departure
Widening required for
Subgrade shoulder. steeper than fill slope
Variable slope but not fill slope
Variable groundline at face of rail
Edge of pavement or terminal sections approach and departure
Widening required for
Subgrade shoulder.
TYPICAL GUARDRAIL CROSS SECTION
terminal sections approach and departure
Widening required for
Subgrade shoulder.
groundline at face of rail
Edge of pavement or
Traffic
TYPICAL GUARDRAIL ELEVATION
of traffic
Lap in direction rail as applicable ground line at face of
Edge of pavement or bolts and nuts (8 per splice)
OMITTED POST DETAIL
PLAN VIEW
See Note 1
POST AND BLOCK
4.
3.
2.
1.
See Note 2
Modified Block
SHAPE POST
STRUCTURAL
TYPICAL GUARDRAIL CROSS SECTION TYPICAL GUARDRAIL CROSS SECTION
Hinge point
Hinge point and Standards 617-13 or 617-37.
and the hinge point. For all other locations, see Section 617 includes 2 feet (min.) between the back of the guardrail post omitted in locations where the typical guardrail cross section
When encountering impenetrable material, one post may be recommendations.
or mechanical means according to the manufacturer's delineator to the web of the steel post using either an adhesive
Install a flexible hinged delineator every fourth post. Fasten including its appearance, and accepted manufacturing practices.
those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be throughout the length of guardrail run.
be wood, plastic, or composite material. Use consistent material
Size of block shown elsewhere on the plans. Modified block may
1V:10H or flatter slope 1V:10H or flatter slope 1V:10H or flatter slope
1V:2H or flatter slope
1V:2H or flatter slope
6'-0"
" high (typ.)2
" dia. (typ.)4
STANDARD APPROVED FOR USE xx/xxxx
DRAFT: 03/2018
REVISED:
617-32
GUARDRAIL MOUNT
FLEXIBLE DELINEATOR
Note 4 See
STATE PROJECT
NUMBER
SHEET
T1
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
CAWKER CITY CAUSEWAY
KS FLAP RSR236(1)
KS
U
S C
N K
S r s r R o a d w a y C
A D
D S h e e ts T S td
.d g n
A
M
M a y
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
NOTE:
TOP
SIDE POST FACE
hole shown on Typical Section
Aggregate base or as shown on Typical Section
Aggregate base or as shown on Typical Section
Aggregate base or as splice
Mid-span
P o s t le n g th block (typ.)
Post and
Hinge point
8" block
See Note 2
12" block
See Note 2
12" block ty p
(t yp
6"
" plain round washer4
" recess nut.8
"2 1than ty p
" dia.4
" dia.4
W6 x 9 or W6 x 8.5
P o s t le n g th
" x 10" or 14" guardrail bolt8 guardrail post bolt " x 10" or 14"8
Post Spacing 6'-3""2
3'-1
43'-9" (min.)
56'-3" (min.) distance between omitted posts
12'-6" (max.)
(one omitted post) unsupported span
6' post 6' post 8' post o r
" guardrail splice
1" x 1
STEEL POSTS
MGS W-BEAM GUARDRAIL
6"
8' POST ON SLOPE, 8" BLOCK
6"
5" (max.)
3" x 4" (min.)
sheeting
Retroreflective
2'
(typ.)
Note 2
See
N o te
S e e
See Note 2
12"
12"
6' POST, 12" BLOCK 6' POST CENTERED ON HINGE, 12" BLOCK
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