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FACE OF BARRIER — _
S �
5F€oULi CONTRACT-
W - SEE TABLE 6" x 12" (11\1) BLOCKOUT
(SEE !VOTES 3 B 4)
17, 6" x 8" (IN} TIMBER POST.
4CTUAL OR W6xB.5 OR W6X9
STEEL POST
(SEE NOTES 1 $ 5)
—` J-
l
- GROUND LIVE
SLOPEOREAIK
PODVT
14 ; 1 OR FLATTER SLOPE -
f1 li SEE TABLE
11 IL —
ELEVATION VIEW
TYPICAL ELEVATION — WITHOUT CURB
RAIL ELEMFNT
6" x 12• (IN) 8LOCKOUT
(SEE NOTES 3 8 4) 6" x W (IN) TLMDER POST OR
W6x93 OR W6x9 STEEL
`
POST (SET: NOTES I R 5)
U
- 5W x 14" (IN) BUTTON
HEAD BOLT WITH 7132" (IN)
OVAL GRIP AND RECESSED
HEX NU7 (SEE NOTE 6) (TYP.)
PLAN VIEW
FACE OF BARRIER
x�
_ SHOULDER W - SEE TABLE
�" x a" (ZN) TIMBER
�° x I? {1N) sLl]elco�rT TIMBER POST. OR
(SEE NOTES 3 d 4) l � W6x85 OR Wbx9 STEEL
ACTUAL POST (SEE NDTES 1 d 51
REAM GUARDRAIL TYPE 91
7-1V7 6-Y V-3•
11, 1
TYPICAL ELEVATION
13'-6112'
411
� �,,.I, #' t ill' �,., �- 3•
4114; SYMMETRICAL
�J ABOUT
SLOPElEMBAN'KMENT TABLE
FOR 6',18, 9'. AND II'LONG POSTS
FOOT
SLUrt
w 0. I j
LEWTH
6•4;9OT
2H. LV OR
FLATR
5-POOT
IH : IV OR
4 o MIN
FLAT
VM'JCP THAN
25 MIL
&FOOT
N:IV TO 1H:1V
0
0f00T
914: IV
OFM# OF 111IFR AT
SLOPE BREAK PONT)
9-FOOT
STEEPER THAN
2H:1V TO 15H:IV
[FACIE Or-
[F
PouvT
SLOPE BREA1c }
Il F OOT
vrmrR Tr IAN
L5H : SV TO 1N =1V
¢ACE OF BARRIER AT
SLOPE BREAK POPM
�r MAY BE USED ONLY IF SHOWN IN
CONTRACTDOCUMENTS
FACE OF CURB _ _ _ _ PERMISSIBLE CURB
LIMIT PLACEMENT AREA
cw t (SEE (VOTE 2)
3114, _
- GROUND LINE
SLOPE BREAK
POWT
SLOPE -
10: 1 OR FLATTER •il SEE TAal_E
li it EXTRUDED CURB TYPES 1. 2.14.5. OR 6.
(SEE CONTRACT FOR TYPE) FOR EXTRUDED
CURB DETAILS. SEE STANDARD PLAN F-10.42
ELEVATION VIEW
TYPICAL SECTION WITH CURB
(TYP j
TYPICAL RAIL ELEMENT
6.3
11f B"
I
>r
314' OR 13?IW' (IN) DIA
HOLE FOR RUTTON
HEAD HOLT (TYP)
STEEL POST
114" OR 13116" (IN) DIA.
14OLE FOR ANTI -ROTATION
16d NAIL (114' (IN) ❑IA. HOLE
SHOWN) (SEE NOTE 7)
1'
1
ANTI- toT14TION
NAV_ m I �
W6x8.5 Oil,
W6x9 STEEL POST
(SIX NOTES 196 5)
HEX NUT 1TYPJ
(SEE NOTES
Sqr ON) RECEOMD Hex NUT
} IL •I
NOTES
L Refer to Standard Plan C-lb for odditionol details not shown
on this plan.
2 Extend shoulder pavement to provide a base for the extruded
curb. See Contract Plans for exceptions to distances shown.
3. Use a sine 61ock ar combination of blocks (rro rnc.re than two (2)
to achieve the octual 17 (in) offset. See Standard Specification
Section 9-16.30). blood blocks shaft be secured 1e the posts with
anti -rotation nulls- Tf combinotion blocks are used. the adjacent
blocks shdl be toenoded with two 16d gafvoni7Lad nails to prevent
Nock rotation.
4. Wood blocks are shown- Blocks of on approved olternotive motertai
may be used. $ee Standard $padficatiOn Section 946.3(2),
S. All poato for any standad barrier run rhall be of the pane type;
tmber or steel.
6. Attoch bfockouts to ste21 posts u*q bolt holes on opprocching
Traffic side of post web.
7. Anti -rotation holes in steel posts ae not required when using blacks
with anti -rotation features (e.9- roistered blacks).
4-[tvf J MOE
1 (TYP.) o�
..-CUT WASHER (7YPJ r
51e- x 147 UN} 9uTTON
i r ANTI-ROTATM HEAD NXT WITH 7E12
6'xB' TMER POST HAIL l6d RYPJ I * C1W OVAL GRIP & r
(SEE NOTES 16 5) Jr..1�� RECESSm HEx MITE r
(TYPJ OF NOTE 6) +f '
3d4i
aNTI{iOTkT14fY - (SEE NOTES
-
NAIL 16d (TYP) 1 4 3 d 4} A.
51$' x TY (Do BUTTON W_&D
,' -
BOLT WITH 713T TIER
` OVAL GRIP d RECESSED
-
-
HEX NUr MPj
w69&5 4R W6x9
fff ANTI -ROTATION •
NALL 15d(T YP.)
- '; �
G{ti
STEEL POST (T )
0
(SEE NOTES 1 d 5)
I' ,
- I
(SEE NOTES 3 R 4)
I
RAIL ELEMHYT "J
ISOMETRIC VIEW
r• r'
518" x I :I r WO BUTTON HEAD BOLT
r /
WITH 7137 CM OVAL GRIP ff P
If
& RECESSED HEX PM- EIGHT (SI
REQUIRED PER SPLICE
WSDOT BEAM GUARDRAIL TYPE 31
G15rE8
,AL IQW
DCt 12, 2023
BEAM GUARDRAIL TYPE 31
STANDARD PLAN C-20.10-09
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
A&I/r,1I) J Oct 12, 2023
AML STATE DEBIGh ENG7M
-Ir Gene perbnf off 4 ransporbtionion
BEAM GUARDRAIL
TYPE 31 341 (SEE NOTE 9) 19' M_IN. (SEE NOTE 9)
PAY UMrT I r EDGE OF WIDENED
IS EMBANKMENT
STANDARD RUN GRADING k Lu z+
(SEE (STANDARD PLAN C-20,14 I I.-
1
SLOPEJEMBANKMENT TABLE) �w U z o
-------------- z 2 MIN. v .
W 20:1 SLOPE OR FLATTER ------- --------
1 LO ' t._ (RELATIVE TO GRAQE)
w EDGE OF PAVED M
t 10 1 SLOPE OR FLATTER SHOULDER
------- SEE CONTRACT
-------------------------------------------------------------- ----------
OFFSET 0 TO 1 FOOT OVER LENGTH Of SYSTEM (SEE NOTE 6) Q
PLAN VIEW C)
(MSKT-SP-RIGS (TL-2) SHOWN) NOTES �
BEAM GUARDRAIL TYPE 31 BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL - PAY LIMIT CV
PAY LIMIT F 1. The Implementation of the Manual for Assessment of Safety Hardware (�
MSK-r-SP-MGS (TL-2) SYSTEM LENGTH =34' -4 10 F (MASH) criteria -'nay result in the semptance of guardrail terminal
(SEE NOTE 6) systems currently not shown on this plan- Non -Flared terminals shall be
1' -1a 1C2" selected from the WSDOT Qualified Products List [QPQ or approved
3'- 1 112"� 12, -8" 1 S' - 4 itr LENGTH OF through the WSDOT Request For Approval of Materials (RAM) process.
NEED PCXWr SEE NOTE 4
I 2. This terminal is MASH compliant at Test Leval Two (TL-2) and may
be used in applications with pasted speed of 45 mph or less.
i I I LINE
3, An MSKT-SP-MOS (TL-2) as manufactured by Road Systems, Inc,
SOFTSTOP (TL-2) as manufadured by Trinity Highway Products, LLC,
or MAX -TENSION JL-2) as manufactured by Lindsay Transportation
Solutions, shall be installed according to manufacturer's recommendations.
.1.
ELEVATION VIEW $ _ 4. A reflectorized object marker shall be installed amording tlD manufacturer's
MSKT-SP-MGS (TL-2) (TYP,) recommendations.
(SEE NOTE 8) POST i 5. Snow load rail washers are not allowed.
BEAM GUAf DFWLTYPE 31 BEAM GUARDRAIL TYPE 31 NON -FLARE❑ TERMINAL - PAY LIMIT CV
i" PAY LIMIT SOFTSTOP (I'L-2) SYSTEM LENGTH = 38' - 3 Vr 6. Provide an offset between 0 to 1 foot so that the impact head does not N
(SEE NOTE 6) 7 encroach onto the paved shoulder. The offset is provided over the length r
21' -10 itr — of the terminal system from the center of the last past splice to either' C)13'-31Q' (1) The face of the impact head at its leading edge (MSKT-SP-MGS), or 0
3'- 1 tr2" 12' _(r LENGTH OP 9 - Ir 4, _ 7" (2) The center of anchor Post 0 (Softstop or Max -Tension). Provide the O
SEE !VOTE d
NEED POINT `�� maximum offset where practicable. I
N
- f„ GROUND 7- For terminal details, see WSDOT approved manufacturer's drawings- N
LINE 8, These terminals are supplied with steel pasts only. Q
�, • They can be used with beam guardrail Type 31 I l D
runs, composed of steel or woad �`� q>: WA,WI r , _._I
guardrail posts-
6' 3" ;t 6' 2" 5'- 8" 4' - 7-
(TYp) 9. The widened embankment dimensions
ELEVATION VIEW POST 1 x- .r
SOFTSTOP (TL-2) spawn on this plan will satisfy the
installation requirements of all 3
(SEE NOTE B) as'4a
ANCHOR guardrail terminal systems
REAM GUARDRAIL TYPE 31 BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL - PAY i.IMTT POST 0 shown on this plan. IF
PAY LIMIT MAX -TENSION (n2) SYSTEM LENGT'ff = 30' - 01Z � �7o -At,
y 24us aria• J u 118, 2024
CABLE RACKETTHOR _ NEF0 DINT -� SEE NVTE4 BEAM GUARDRAM TYPE 31
+ GROUND NON -FLARED TERMINAL
LINE (POSTED SPEED
45 MPH AND BELOW) T
` ` STANDARD PLAN C-22.45-4T
'L T I 1 SHEET 1 OF 1 SHEET Q
1 6-3" 6'-0314" 9 3" 1 5-3314' ;I 1
�iI APPROVED FOR PUBLICATION
3'- fl 5r19" 3- t 17.POST 1 4 /' N
ELEVATION VIEW= JUI 21, 2D24
STATE DESUpi ENGKEER
MAX -TENSION (TL-2) ANCHOR _ fSEE NOTE H'r POSTO Washington Stet@ DrperpnNn of Tmnapork6m
WSDOT BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL
NOT TO SCALE �`� NOT TO SCALE
�TT.�
0 �0 of wAS1q,, 111
o CDC 14 �07 SURVEYED: SCALE:
ED . �� _
— 101DOM
W
T A C O M A S E A T T L E DESIGN / RI
�tl DRAWN:
97, w� S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 GB
0�� ��GISTERE9 l��' 1 REVISED PER CITY COMMENTS DATED 10 25 23 JMT 2 16 24 ONE INC
r s � 2215 North 30th Street, Suite 300 Tacoma, WA 98403 �"ELK AT FULL SCALE
Know what's below. sIONAL E��/ MW IF NOT ONE INCH
Call before you dig. 09/10/2024 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-427823
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
FHHHuy
PMENT ENGINEERING
nh 12/04/2024 '
MAPLE HIGHLANDS
AHBL JOB #2221005.10
ROAD NOTES & DETAILS
DATE:
9/6/2024
FIELDBOOK:
PAGE:
DRAWING NO:
C3.15
SHEEP: 23 OF: 39
R- C3.15