HomeMy WebLinkAboutT-393409TBLOCK
PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M.
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N SIGNS ON POST (TYP.)
IN
POST BEHIND SIDEWALK POST WITHIN SIDEWALK
NOTE:
LEGIBILITY DISTANCE SHOULD BE AT LEAST
40 FEET PER INCH OF LETTER HEIGHT.
TYPICAL SIGN INSTALLATION DETAIL
ADOPTED
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VI i r yr RCIV I VIV
STANDARD PLANS
LAST DATE: 06/04/2002
SP PAGE G012
2=7 "MAX. MIN. 5'-0" !A2 WIDTW
y1I
MOUNT ON FEDE5TAL
PROV►DED WRN N.D.C.
�.U. UNIT. 4.
NJOTE5
I. IN5TALL.ATION OF N.D.C'5.U. INCLUDING
CONSTIZUTION OF 5A-"?E WILL jE UVNE
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QE1&45Q l-I000 DELIVER`( AMC)
COLL F_c-noQ 50X UNIT
CONSULTANTS
Site Planning • Civil Engineering
Land Use Consulting • Project Management CALL BEFORE
11431 WILLOWS RD. NE, SUITE 120 YOU DIG
REDMOND, WA 98052 1-800-424-5555
Phone: (425) 285-2390 1 FAX: (425) 285-2389
www.cphconsultants.com
sht 0 2019 CPH Consultants, LLC. All Rights Reserved.
U.S.P.O. Neighborhood Delivery and
Collection Box Unit (Mailbox) Installation
ADOPTED
CITY OF RENTON
_ +
STANDARD PLANS
LST DATE:1-Aug-87
DWG NAME:
HR-06 SP PAGE: H026
e6a WIn1 L14�4 5,10e LKIYa^4ND
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82455 CAP O.C.
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NOTE:
1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
1976. ;
2. THE CASTINGS SHALL BE GRAY-!RON CASTINGS, ASTM DESIGNATION A-48, CLASS 40
THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT
AROUND THE ENTIRE CIRCUMFERENCE AND FULL IJIDTH OF BEARING SURFACE.
3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN OQNCRETE PAVEMENT, A CEMENT
CONCRETE BASE WILL NOT BE NECESSARY.
4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 1-05.3(1) FOR
ADJUSTMENTS TO GRADE.
10'- 0" MAX. 1000, - 0" MAX. PULL POST - SPACED
END OR CORNER POST TENSION WIRE 10' - 0" MAX (TYP) 1000' (FT) MAX.
TENSION WIRE PULL POST I B LINE POST - SPACED BRACE TENSION TWMSTED SELVAGE I D
I i I i
. @ 10' (FT) MAX. : % POST WIRE (TYP.) TENSION WIRE
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Ki!•.::=y!J_•�et���4!�� d0��.!O_�P�O�� � ������.���J_�O�!•4!(l
10'-O-MAX
END OR CORNER POST
TENSION WIRE
ff'O
TENSION WIRE
TYPE 3
500' - 0" MAX.
TENSION WIRE 1(r-0r MAX CFYP_)
I B LINE POST -SPACED BRACE KNUCKLED
PULL POST I TENSION WIRE .
STRETCHER
BAR (TYP.)
FABRIC BAND (TYP.)
CONCRETE POST
BASE (TYP.)
Monument Case & Cover
ADOPTED-
�Y
C•s>
'
U~A
CITY OF RENTON
STANDARD PLANS
LST DATE:1-Feb-89
DWG NAME:
HR-04 SP PAGE: H031
TENSION WIR
STRETCHER BAR (TYP.)
NOTES
HOG RINGS (TYP.) - 1.
All Concrete post bases Shall be 10" (In)
SPACED @ 24" (IN) MAX.
minimum diameter.
BRACE POST 2.
Along the top and bottom, using Hog
Rings, fasten the Chain Link Fence
Fabric to the Tension VVire within the
limits of the first full fabric weave.
3.
Details are illustrative and shall not
limit hardware design or post selection
E
of any particular fence type.
4.
Fencing shall be used for security and
boundary delineation only.
TIE WIRES (TYP.) -
SPACED @ 14" (IN)
MAX.
CHAIN LINK -"•
FENCE FABRIC TENSION WIRE iN
'POE
CONCRETE POST FABRIC BAND WITH
BASE (TYP.) CARRIAGE BOLT AND
NUT - SPACED 15" (IN)
MAX.
PULL POST - SPACED HOG RINGS (TYP.) -
@ 500' (FT) MAX. SPACED @ 24" (IN) MAX.
TENSION HARE i- BRACE POST
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3 112"
POST AND RAIL SPECIFICATIONS
1 5rB"
PIPE
ROLL FORMED
POST
^m
NOM. SIZE
(SCH. 40)
SECTION
WEIGHT
I.D.
(Ib/ft)
FABRIC LOOP -
2 SIDES
Y
FENCE LINE
Z
END, CORNER OR PULL POST
211r DIAM.
O
5.10
LINE OR BRACE POST
2- DIAM.
OZ
1.85
TENSION WIRE
CHAIN LINK "
FENCE FABRIC
CITY OF RENTON PERMIT SUBMITTAL
BHB
5/1/18
JBS
SURVEYED:
STEPHEN PHILLIPS PLS
SCALE:
RECORD DRAWINGS
MRL
3/11/19
JBS
DESIGNED:
BRYCE BESSETTE
DRAWN:
JOE AMARO
ONE INCH
CHECKED:
JAMIE B. SCHROEDER, PE
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
0.
REVISION
-
DATE
APPR
APPROVED:
STRETCHER
ABRIC
METHOD OF FASTENING
STRETCHER BAR TO POST
TIE WIRES (TYP.) -
SPACED @ 14" (IN) MAX.
4 A.TRJ
oV wasy��cy
,70
�O A 34363
'nF �01
SsfoNAL ECG
Barry, Ed
Jul 14 2015 11:14 AM
CHAIN LINK FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-03
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Carpenter, Jeff
Jul 14 2015 11:24 AM
STATE DEIGN ENGINEER
Wa,hingt n State Departm d of Transportation
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
TYPE 'A'
PRESSURE TREATED
7-1/2" X 7-1/2" CEDAR POST
(2)#4 HORIZ. TOP 8c BOTTOM
& (2)#4 VERTICAL (PER SIDE)
1/4" CHAMFER
_0__ --CRUSHED SURFACING)-- __01
CRUSHED SURFACING
NOTE:
2" MINIMUM CLEARANCE BETWEEN REBAR 8c
CONCRETE SURFACE.
vSIONAL ���� 1is
•
THE AS -BUILT INFORMATION
SHOWN ON THIS PLAN IS PER
FIELD SURVEY PERFORMED AND
DATA PROVIDED BY AXIS
SURVEY & MAPPING AND/OR
RECORD INFORMATION PROVIDED
BY THE CONTRACTOR.
;RAOZ%C TY OF
RENTON
Planning/Building/Public Works Dept.
TYPE 'B'
1" @ 45' CHAMFER ALL AROUND TOP
PAINT TOP 5" WHITE ALL AROUND
REFLECTIVE MARKER (TYPICAL BOTH SIDES)
1" DEEP NOTCH ALL AROUND
1/2" 0 45" CHAMFER ALL EDGES
SLOPE CONCRETE FOR DRAINAGE
2"x3/8" JOINT MATERIAL
dCONCRETE SIDEWALK
16"
�18"
6"
12"
FIXED WOODEN BOLLARD
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DWG. NAME: H022 SP PAGE: H022
T-393409
R-393422
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SENZA LAKEVIEW
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
ROADWAY GRADING AND DRAINAGE DETAILS
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DATE:
5/1/18 Q
J
FIELDBOOK:
PAGE:
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CF:
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