HomeMy WebLinkAboutR-417930O
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FACE OF
BARRIER
SHOULDER SEE W - SEE TABLE
�CONTRACT
6 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST, OR
(SEE NOTES 3 & 4) ACTUAL SEEL POST
W6 x 9
(SEE NOTES 1 & 5)
BEAM GUARDRAIL TYPE 31 NOTES
3'- 1 1/2" 6'- 3" 1 6'- 3" 5' - 3" 1. Refer to Standard Plan C-1 b and C-20.11 for
additional 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.
iv MID SPAN GROUND LINE
SPLICE 3. Use a single block or combination of blocks (no more
than two (2) to achieve the actual 12" (in) offset.
J See Standard Specification, Section 9-16.3(2).
Wood blocks shall be secured to the posts with anti -
TYPICAL ELEVATION rotation nails. If combination blocks are used, the
adjacent blocks shall be toenailed with two 16d
GROUND LINE 13' - 6 1/2" galvanized nails to prevent block rotation.
4 1/4" 1 , , 3' - 1 1/2" 1 6'- 3" 1 T - 1 1/2" 1
SLOPE BREAK - 4. Wood blocks are shown. Blocks of an approved
POINT (TYP.) alternative material may be used. See Standard
SYMMETRICAL
SLOPE- (TYP.) ABOUT Specification, Section 9-16.3(2).
SEE TABLE
5. All posts for any standard barrier run shall be of the
same type: timber or steel.
6. Attach blockouts to steel posts using bolt holes
TYPICAL SECTION -WITHOUT CURB I , on approaching traffic side of post web.
(6' - 0" POSTS) 2" (TYP.)
7. Anti -rotation holes in steel posts are not required
3/4" (IN) x 2 1/2" (IN) TYPICAL RAIL ELEMENT when using blocks with anti -rotation features
RAIL ELEMENT 60 SLOT (TYP.)
qC 12 (e.g., routed blocks).
6 x 12 BLOCKOUT TUAL 1/4" (IN) OR 13/16" (IN) DIAM. HOLE
FOR ANTI -ROTATION 16d NAIL (TYP.) 1 1/8" ANTI -ROTATION
(SEE NOTE 4) ! NAIL 16d (TYP.)
v (1/4" DIAM. HOLE SHOWN)
6 x 8 TIMBER POST OR (SEE NOTE 7)
Q W6 x 8.5 OR W6 x 9 STEEL r r 5/8" (IN) RECESSED
3/f6a . ! i�-_._._-_ W6 x 8.5 x 6' (FT) OR HEX NUT (TYP.)
POST (SEE NOTES 1 & 5) W6 x 9 x 6' (FT) LONG
Z STEEL POST 6 x 12 BLOCKOUT (TYP.)
O i, (SEE NOTES 1 & 5) `• (SEE NOTE 3)
I= 5/8" (IN) x 14" (IN) BUTTON HEAD BOLT 3/4" (IN) DIAM. HOLE _____ '�' `V'� :'o••':.:>'
W WITH 7/32" (IN) OVAL GRIP AND THROUGH BLOCK FOR j T j CUT WASHER ;• o;!
RECESSED HEX NUT (TYP.) STEEL POST ATTACHMENT d', (TYP.)
0 (SEE NOTE 6) 3/4" IN DIAM. HOLE THROUGH ANTI -ROTATION
( ) 5/8" (IN) x 14" (IN) BUTTON
BLOCK FOR TIMBER POST 3/4" (IN) OR 13/16" (IN) DIAM. 5/8" HE RECESSED NAIL 16d (TYP.) HEAD BOLT WITH 7/32" (IN)
PLAN VIEW ATTACHMENT HOLE FOR BUTTON HEAD HEX NUT (TYP.) OVAL GRIP AND RECESSED
WOOD BLOCK BOLT (TYP.) STEEL POST `. HEX NUT (TYP.)
(SEE NOTE 4) (SEE NOTE 3) (SEE NOTE 6)
FACE OF 6 x 8 x 6' (FT) LONG
(V
10 : 1 OR FLA
BARRIER
NSHOULDER W -SEE TABLE
6 x 12 BLOCKOUT 12" 6 x 8 TIMBER POST OR
M (SEE NOTE 4) ACTUAL W6 x 8.5 OR W6 x 9 STEEL
POST (SEE NOTES 1 & 5)
O PERMISSIBLE CURB
PLACEMENT AREA
(SEE NOTE 2)
FACE OF GROUND LINE
CURB LIMIT 1 =
SLOPE BREAK
10 : 1 OR FLATTER POINT
SLOPE -
SEE TABLE
EXTRUDED CURB TYPE 1, 2, 3, 4, 5,
OR 6. (SEE CONTRACT FOR TYPE).
FOR EXTRUDED CURB DETAILS,
SEE STANDARD PLAN F-10.42 ELEVATION VIEW
TYPICAL SECTION - WITH CURB
(6'- 0" LONG POSTS)
MaxiForce m Collapsible Bollard
Standard Body, Wrench Operated, Standard Style 3 Head, EZ Base
6"
Grade
39 5/8"
Overall Height
J
d p
7 5/8"
BelowGradeD
SLOPEIEMBANKMENTTABLE
FOR STD. 6' POSTS
SLOPE
W (FT)
2H : 1V -.1. -ER
2.5' MIN.
STEEPER THAN 2H : 1V
BUT NOT
4.0' MIN.
STEEPER THAN 1H:1V
TIMBER POST �WCK
(SEE NOTES 1 & 5) pV WAS/�rj�®!�T
(SEE NOTE 3)
ANTI -ROTATION ��`= `'O. = J
NAIL 16d (TYP.) °
®'nLc 'l'c�CISTERFY `�W
J
ANTI -ROTATION
6 x 8 TIMBER POST OR NAIL 16d (TYP.)
W6x8.5OR W6x9
STEEL POST (TYP.)
(SEE NOTE 3) RAIL ELEMENT
(TYP.)
5/8" (IN) x 1 1/4" (IN) BUTTON HEAD BOLT
WITH 7/32" (IN) OVAL GRIP (TYP.)
AND RECESSED HEX NUTS -
EIGHT (8) REQUIRED PER SPLICE
TYPL_�A;
7-1/2" X 7-1/2"
PRESSURE TREATED CEDAR POST
1/2" @ 45" CHAMFER ALL EDGES—
(2)#4 HORIZ. TOP & BOTTOM
& (2)#4 VERTICAL (PER SIDE)
1/4" CHAMFER
CRUSHED SURFACING
TYPE 'B'
1" 0 45' CHAMFER ALL AROUND TOP
PAINT TOP 5" WHITE ALL AROUND
REFLECTIVE MARKER (TYPICAL BOTH SIDES)
1" DEEP NOTCH ALL AROUND
GALVANIZED STEEL HASP FOR LOCK
2 x6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL
DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS
30" ND PLATE SPACER.
1/4" GALVANIZED STEEL PLATE SPACER
1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER
2"x3/8" JOINT MATERIAL
• CONCRETE 51DEWALK
1 g�.
12"
,�"/ :�:\
ssjONAL
NOTE:
✓.� O�OF��
2020.08.27
2'' MINIMUM CLEARANCE BETWEEN REBAR
09:46:04-07'00'
& CONCRETE SURFACE.
5/8" (IN) x 22" (IN) BUTTON HEAD BOLT
BEAM GUARDRAIL TYPE 31
REMOVABLE WOODEN BOLLARD
WITH 7/32" (IN) OVAL GRIP AND
RECESSED HEX NUT
Y ADOPTED
p�
G
(TYP.)
n
CITY OF RENTON
STANDARD PLAN C-20.10-06
♦
+
'ALS'
STANDARD PLANS
SHEET 1 OF 1 SHEET
N
IV O� LST DATE: 04/04
APPROVED FOR PUBLICATION
ISOMETRIC VIEW
Date: 2020.09.16
nwr,,
NIAAAP• 14n'71 Gp PA(,P. Hn71
09:51:38-07'00'
STATE DESIGN ENGINEER
Washington State Department of Transportation
AHJ approved in many cities / counties / campuses for
use in fire lanes per International Fire Code (IFC) 503
Patented fire hydrant wrench
operation works with any standard
fire hydrant wrench by turning the
nut 1/4 turn to unlock and lower
the bollard. (1-3/8" nut standard)
*Free standard hydrant wrench
included with each order
EZ Base may be cast in place
(no tripping hazard)
or -
nc+�llorl In enn.... flllo.t 4.nloc
Patented break -away
design allows instant
emergency access
without a key. This unit
can be pushed over with
the bumper of a vehicle.
SS3 Head
IB
IC
Low Maintenance /Durable steel construction Shallow installation depth ism
One year warranty / Protected by $1,000,000 in liability insurance • O • • great for use in parking decks,
No complex assembly required in the field over shallow utilities rocks,
Custom sizes, options, colors and finishes available upon request in foundations or anywhere
Finish options available (add code to the end of the minimal ground penetration
model number) a Clearance is required.
Powder coated (PC) P
Powder coated with DRYZINC primer (PCZ)
Hot dip galvanized (G)
Bollard Assy. Weight Base Weight Maxi Force m Traffic Control Bollards
Hot dip galvanized & powder coated (GPC) 56 Ibs 5 Ibs
Reflective tape available upon request ummng Rev. created 7560 Main Street D
1 11/2/2009 Sykesville, MD 21784
PROPRIETARY AND CONFIDENTIAL 410-552-9888 (phone) - 410-552-9939 (fax)
www.maxiforcebollards.com - sales@maxiforcebollards.com
THIS DRAWING CONTAINS PROPRIETARY
INFO MATION OF BLUE EMBER
I.I.C. ANY USE OF THIS DRAWING OR THE WCHNOLOGIES, Model MCSW-SS3-EZ
INFORMATION CONTAINED HEREIN FOR OTHER
THAN IrE PURPOSE FOR wHla rHls DRAwIrvG Is Size File Name MCSW-SS3-EZ
FURNISHED IS FORBIDDEN. C SCdIe NA DO NOT SCALE DRAWING Sheet 1 Of 1
1 2 3 4
ASBU/LT NOTE
THE ASBUILT INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURI/EY
INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR,
GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS INDICATES
THAT THE DATA PROVIDED TO CORE DESIGN ACORATEL Y REPRESENTS FIELD
CONDITIONS ON THE DATE OF THEIR SUPVEY CORE DESIGN HAS REW-HED THE
INFORMATION PROVIDED FOR GENERAL CONFORMANCE Hf77/ THE DESIGN CONCEPT, AND
TO THE BEST OF OUR KNOWLEDGE THE INFORMATION lS IN ACCORDANCE N4TH THE
OBSERI/ED FIELD CONDITIONS.
UNDERGROUND LOCATOR SERVICE
CALL BEFORE
YOU DIG!
1 1 CONSTRUCTION RECORD DRAWINGS
REVISION
IY4" MIN. 0 AND 2" MAX. 0
CIRCULAR GRIP SURFACE
12" MIN.
NOTE: TOP AND BOTTOM
EXTENSIONS SHALL RETURN
TO WALL, GUARD, OR 00
LANDING SURFACE I
r7
STAIR DETAIL
1-1/2" = V-0"
SITE STAIR
NTS
MEM
2/13/24
HHH
LENN R SPRAGUE P.L.S
AS NOTED
DESIGNED:
HOLLI HEA VRIN
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
HOLLI HEA VRIN
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
HOLLI H. HEAVRIN P.E.
VERTICA : NAw 1985
HORIZONTAL HAD 1983/1991
DATU M
SECTION
OVER 6'-0"
OVER 6'-0'
2"0 EXTRA STRCNG
TO 7'-9" MAX.
TO 7'-9" MAX.
STEEL PIPE POSTS
11'IAX.
6'-0" MAX,
2"0 STD. STEEL PIPE POSTS
2°0 STD. STEEL PIPE-WE10EO JOINTS
I A
1'-9"
1-1 /2"4+ STD. S EL PIPE
3• -8" ---
c.W.
CONC. CL3000
'
_
S"
,
J,
! COMPACTED SUBGRADE
8"(TYP)
A
COLD JOINT WHEN NOT
CONSTRUCTED €NTEGRAL WITH CONCRETE WALK
SEE DETAIL A
#4 REINFORCING U
BAIL AT EACH
12' MIN
CONCRETE WALK
GROUT
POST -SEE DETAIL
WIDTH AS SPECIFIED
•� - 1 J 1�'
��
- r:J�#�r�ti1�
8'
4�" DIA.
15 GA. GALV.
t $
d,r
411 STEEL SLEEVE
COMPACTED SUEGRADE
TEGUL MINERALEAD
OR EPDXY GROUT
S. MIN.
SF,_�ON A- A
❑ETAIL A
NOTES:
1. RAILING SHALL BE HOT DIP GALVANIZED
AFTER FAGRICATlON-
2. ALL POSTS SHALL DE PLUMB AND RAILS
PARALLEL TO GRADE.
3- PIPE MATERIAL SHALL CONFORM TO ASTM A53.
d. REINFORCING STEEL ASTM A515r GRADE 60-
'�.-0"
YR
Of' -TAIL B
NOT TO SCALE
1-10
STEEL PIPE HANDRAIL O
FOR MDEWALK O
f Y ADOPTED
*� CITY OF REN"M
+ + v,
,S STANUARP PLANS �1
LST DATE:04/04 l
.._� ...-.-...-... ,.. ....-..-. , f'SWT AiGAdC• a••irl�a �Ca Ctnf:F• I-!!5?a n�
Adoftk
CITY OF-
RENTON
Planning/Building/Public Works Dept.
DO WNTO WN BOL LA RD
NOT TO SCALE
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-417930
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 L/NCOLNAVE NE, RENTON, WA 98056
ROAD STANDARD DETAILS
O
Z
DATE:
211.3124 V
FIELDBOOM
PAGE:
DRAWING NO:
C3.42
SHEET- OF:
30 107
CONSTRUCT/ON RECORD DRA WINGS