HomeMy WebLinkAboutzT-4006SetNE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
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NOTES
A CURB RAMP WIDTH r - 0' MIN. LANDING TO MATCH A
CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH r - o•• MIN. 1. At marked crosswalks, the connection between the curb ramp and the road -
LANDING TO MATCH CURB RAMP
way must be Contained within the width of the crosswalk markings.
LANDING I WIDTH - SEE CONTRACT PLANS Y g
GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break
LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be flush.
GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE
SEE CONTRACT PLANS - 1 4' - 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
c - 0" MIN. ances on any part of the Curb Ramp or Landing, or in front of the Curb
PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway.
CEMENT CONCRETE TO SIDEWALK WADTH 2•-0'
SIDEWALK- SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - I MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan
4'- 0" MIN. PLANS -4' - T MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
FLARE (TYP.) * 3+8" EXPANSION) * BUFFER WIDTH -MATCH Pedestrian Curb details.
JOINT (TYP.) - SEE 1 TO CURB RAMP DEPTH 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
&8" EXPANSION CURB RAMP STANDARD PLAN FJ0.10 I RYIP) Contract Plans for width and placement of sidewalk.
JOINT(TYP)-SEE I I
STANDARD PLAN F-30.10 GRADE 6. The Bid Item "Cement Concrete Curb Ram Type _" does not include the
BREAK TRANSITION TO SIDEWALK BUFFER, IF P YP
GRADE BREAK "• V adjacent Curb Curb and Gutter Depressed Curb and Gutter Pedestrian
PRESENT OR TO BACK OF CURB TYP. -
P
SEE CONTRACT PLANS • „ Curb or Sidewalks.
*
t::tt�t:lt:lt:: •
* *
* tsast •It:: *� -
7. The Curb Ramp length is not required to exceed 15 feet (unless shown
CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length,
AND GUTTER ^ CURB, OR CURB PEDESTRIAN CURB - ) g
SEE NOTE 4 AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a
DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into
SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not include the
FACE OF CURB
FACE OF CURB SEE STANDARD PLAN F4b.10 abutting landing in the 15-foot max. measurement.
MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings Shall receive a broom finish. See Standard
TO CURB (TYP) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14.
L9. Pedestrian Curb may be omitted if the ground surface at the back of the
Curb Ramp and/or Landing will be at the same elevation as the Curb
F CONTRACTION JOINT (TYP.) `SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain.
z FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE
LLPLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'. 0" MIN. OC. PLAN VIEW
m TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND
DETECTABLE WARNING SURFACE- (SHOWN WITH BUFFER)
SEE STANDARD PLAN F48.10 SLOPE IN EITHER DIRECTION
i] 4' - 0" MIN. 15' - 0' MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER * DESIGN ORMWORK RECOMMENDED D FOR
SLOPE TREATMENT- SEE CONTRACT PLANS SEE NOTE T COUNTER SLOPE - 7.5%OR FLATTER RECOMMENDED FOR
50%MAX. ** DESIGNIFORMWORK(10%MAX.)
SEE STANDARD PLAN F-3010 * GRADE BREAK
* * TOP OF ROADWAY 9.5%OR FLATTER RECOMMENDED FOR
�� * * * DESIGNIFORMWORK (10%MAX.) OTT Z�
l S0 OF WAS9/l�'�
LANDING CURB RAMP \
\\`-� DEPRESSED CURB AND GUTTER ^
1 SEE STANDARD PLAN F-10.12
SECTION OA
CEMENT CONCRETE CURB RAMP"TYPE CEMENT CONCRETE CURB RAMP "TYPE 90 ,F 5 O tub
CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT- SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT- SEE NOTE fi F-.1/0
FOl ST40F\�
PEDESTRIAN CURB -
SEENOTE4 _ Im NA
SEE STANDARD PLAN F45.DIET CTABLE WARNING R0FACE- - - - `1 '//( /1�112. 1G'1:20 AM `
PERPENDICULAR
DEPRESSED CURB AND GUTTER - CURB RAMP
SEE NOTE _ STANDARD PLAN F-40.15-03
CEMENT CONCRETE CURB SHEET 1 OF 1 SHEET
AND GUTTER -SEE NOTE 4 APPROVED FOR PUBLICATION
e-,,,, t . fiw m'P� o`ist�trN
ISOMETRIC VIEW ISOMETRIC VIEW �
CURB RADIUS DETAIL OB TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT I/ w..n.eree sxere o.p E,m,.m�r TA,,.P=�=n..
NOTES
A A 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp,
B O MIN. MAX. DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
cuae RAMP, uNOING. cur- SURFACE (DWS) - the DWS requires a Concrete border around the DWS, a variance of up to 2 inches
A 1 80" Z,10'• THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted.
--- - ---- B 0.65^ -
T T I 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
p e D'T c D45^ oso" two leading comers of the DWS panel placed adjacent to the back of the curb, and
.i-- -- D D.9'• too^ BACK of cuae - with no more than a 2 inch gap between the DWS and the back of the Curb measured
T TRUNCATED DOME SEE NOTE z 2' - o"MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS
E 0.2" 0.2" 1111111j1111111TYP. OF ALL requires a concrete border around the DWS, a variance of u to 2 inches from the
APPLICATIONS P
SECTION O back of the curb is permitted (measured at the leading corners of the DWS panel).
TRUNCATED DOME SPACING 3. The rows of truncated domes shall be aligned to be perpendicular to the grade
SEE NOTE 3 SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE break at the back Of Curb.
4. The rows of truncated domes shall be aligned to be parallel to the direction of travel.
TRUNCATED DOME DETAILS MATCH TO WIDTH OF CURB RAMP
CURB AND GUTTER LANDING, CUT -THROUGH OR 5. If curb and gutter are not present such as a shared -use path connection, the
w WALKWAY Detectable Warning Surface shall be placed at the pavement edge.
DETECTABLE WARNING SURFACE DETAIL
c2 m 6. See Standard Plans for sidewalk and curb ramp details.
LANDING OFFSET
CURB RAMP BEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at
uNOING the bottom of the ramp and within the required distance from the rail.
WALKWAY WIDTH OF
WALKWAY B. When the grade break between the curb ramp and the landing is less than or equal to
iv"a:r WALKWAY WALKWAY �{ LMDTH of cur- 5 ft. from the back of Curb at all points, place the Detectable Warning Surface on the
THROUGH bottom of the curb ramp directly above the grade break.
+" DETECTABLE WARNING
SURFACE (DWS) - a :: WIDTH OF CUT -THROUGH
O + SEE NOTE 4 CURB RAMP "
:•• •: (TYP.)
z ` BACK OF CURB
SINGLE DIRECTION CURB RAMP FLARE FLARE 2'-0^ 2'-o"MIN.
(GRADE BREAK BETWEEN CURB AND MIN.
LANDING 5 5 FT. FROM BACK OF CURB)
c (SEE NOTE fi) DETECTABLE WARNING DETECTABLE WARNING
C BACK OF CURB -
Q LANDING SURFACE (DWS)- SURFACE (TVP) -
DIRECTION OF BEE NOTE 2 '- IIII BEE NOTE 3
SEE NOTE 3
C TRAVEL WIDTH OF CURB RAMP BACK OF CURB -
CURB RAMP m BACK OF CURB - SEE NOTE 2
VADTH OF PERPENDICULAR CURB RAMP SEE NOTE 2
WALKWAY WALKWAY (SEE NOTE 8)
ISLAND CUT -THROUGH -U'MIN
WIDTH OF CURB RAMP, DETECTABLE WARNING
LANDING. OR WALKWAY SURFACE (TYP) - COTT
•' +" DETECTABLE WARNING [\\ SEE NOTE 3 5 q1 WAS#
+" SURFACE (DWS) - SEE NOTE 3 I�� ---- ---- . q� /y F�
" BACK OF CURB - BACK OF CURB - $A
SEE NOTE 2 i SEE NOTE 2 MEDIAN CUT -THROUGH
SINGLE DIRECTION CURB RAMP a z
DETECTABLE WARNING ry WIDTH OF SHARED- 9
(GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - - USE PATH OR O� 9
.......... o
LANDING > 5 FT FROM BACK OF CURB) SEE NOTES V. 8 ] WALKWAY (TYPJ1 FJ, �018T81•e G\�
(SEE NOTE 8) f � 9 yONAL
CURB RAMP CURB RAMP
WALKWAY LANDING WALKWAY Zeller, Scott
rvDP; OF CUT -THROUGH PATH OR
USE 1 it 12 20I l 4:2i l'M
WALKWAY DETECTABLE WARNING
I U U U UROUNDABOUT SPUTTER SURFACE
x ISLAND PAVEMENT SHOULDER
EDGE STANDARD PLAN F-45.10-02
RAIL
to SHEET 1 OF 1 SHEET
DETECTABLE WARNING DETECTABLE WARNING APPROVED FOR PUBLICATION
BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 :::••::::::: PATH OR SURFACE (DW$) - q��.��� n•'' c.P•x.,xm
• • • •• WALKWAY SEE NOTES 4 8 5 vta'"�•• %`De A axs°rN
SEE NOTE 2 WIDTH OF �
LANDING sxnreoesiox sxo"sex
PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION w..nlrNrex sxm. o.Pe.rx,.,,x er T,.x.Pe.renex
(SEE NOTE 6)
NOTES
H SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not
M MATCH
- 4 0• MIN. STRIP permitted.
MATCH SIDEWALK SEE CONTRACT PLANS
MATC2. At marked crosswalks, the connection between the Landingand the
WIDTH - 4' 0" MIN. - PEDESTRIAN CURB - •
SEE CONTRACT PLANS SEE NOTE 10 CURB RAMP roadway must be contained within the width Of the crosswalk markings.
3I8" (IN) EXPANSION PEDESTRIAN CURB - 3. Where "GRADE BREAK" is called out, the entire length of the grade break
JOINT - SEE STANDAR SEE NOTE 10 MATCH SIDEWALK WIDTH ^ 4' 0" MIN. between the two adjacent surface planes Shall be flush.
SEE CONTRACT PLANS
PLAN F-30.10 LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
ANDING
SIDEWALK - 3I8" (IN) EXPANSION JOINT -SEE + PEDESTRIAN cuRe - ances on any part of the Curb Ramp or Landing or in the Depressed
SEE NOTE fi 5' -O" MIN. F R. STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway.
(TYP.) B
s -o" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan
AA - - - - � i m A _ _ _ _ _ i x F"10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and
H* 3" R. ILL Pedestrian Curb details.
5• - Y MIN. 3" R. b 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
0 SIDEWALK- Contract Plans for width and placement of sidewalk.
SEE NOTE 6 v U
I- 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the
BUFFER STRIP -SEE -/,7 + DETECTABLE WARNING SURFACE BUFFER a C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian
CONTRACT PLANS C SEE STANDARD PLAN F48.10 STRIP SEE STANDARD PUN F48.10 Curb, or Sidewalks.
CURB AND GUTTER - CURB AND GUTTER ^ 8, The Curb Ram length Is not required to exceed 15 feet unless shown
SEE NOTE 5 SEE NOTE 5 P 9t
PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length
CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is
FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of
CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal
10 TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B distance of 15 feet.
9. Curb Ramps and Landings shall receive a broom finish. See Standard
Specifications 8-14.
10. Pedestrian Curb may be omitted if the ground surface at the back of the
DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb
15' - 0" MAX SEE STANDARD PLAN F46.10 1s - T MAx (TYP. 15 - o. MAX (TYP. Ramp or Landing and there will not be material to retain.
(TYP) SEE NOTE 8 SEE NOTE 8
O GRADE BREAK GRADE BREAK GRADE BREAK
SEE NOTE 8 GRADE LEGEND
GRADE BREAK BREAK
GRADE BREAK COUNTER SLOPE SIDEWALK- SIDEWALK - SLOPE IN EITHER DIRECTION
SIDEWALK- 50%MAX. SEE NOTEfi SEE NOTE
SEE NOTE 6 * *a TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR
ROADWAY --� * _ -- * DESIGWFORMWORK(2%MAX.)
7.5%OR FLATTER RECOMMENDED FOR
DESIG WFORMWORK (8.3% MAX.)
CURB RAMP LANDING DEPRESSED CURB AND GUTTER - CURB RAMP CURB RAMP SEE NOTE 7
l\\ SEE STANDARD PLAN F-10.12 LANDING SCOTT 2Ef
\ ^ A 1 01 WASHY
SECTION OB 'Se'k
SECTION O 1 CONTRACTION JOINT O (TYP) - SEE STANDARD PLAN OVIDE (ALONG INSIDE RADIUS AT BACK OF WALKWAY)
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE
CONTRACTION JOINT EQUALLY SPACED 4'- O' MIN. OC. ¢
"CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP 9o'AB A�01 ST4•Atio \�
TYPE SINGLE DIRECTION A" PAV LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT - 'rg �G
SEE NOTE 7 SEE NOTE ] TONAL 1'
1" (IN) RADIUS DETECTABLE WARNING SEE_M Zeller, Scott
••• •••• STANDAR PLAN
-, it./•"(-/(_ tun 242016 ]:21 AM
• CORNER """ -
•••••• STANDARD PLAN F4fi.10
.. .........
PEDESTRIAN CURB •••••• SINGLE DIRECTION
DEPRESSED CURB AND CURB RAMP
GUTTER -SEE NOTE 5
go- ANGLE STANDARD PLAN F-40.16-03
RADIUS MAY SHEET 1 OF 1 SHEET
VARY
APPROVED FOR PUBLICATION
1'-0" L/4n ,m, xu x"ezxs.m
ISOMETRIC VIEW ISOMETRIC VIEW
TYPE SINGLE DIRECTION A DETAIL OC TYPE SINGLE DIRECTION B TT� we.nlr,.rer, score Eo.p E,m,.m ertA,,.P=nen",
PAY LIMIT PAY LIMIT I/
r}
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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P of WASy/4
P �1
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D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - Ah AVENUE KIRKLAND, WA 98033
O 425827.3063 F 425.827.2423
-BAND'
OR
BETHANY CORNER
NOTES
1.
IM D ENS ONS FOR THE PART T S USED 0 ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2` (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
PERFORATED 3 STEEL SQUARE HA T TH Q L POST SHALL MEET E
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE EDGE OF TRAVELED
ROADWAY
90 30'�
4' MIN. T
EDGE
OF
NUN
FOR REFLECTORIZED SIGNS: MOUNT
„ FACING Y(degree) OUTWARD IF SIGN
;ALVANIZED BOLT WITH IS WITHIN 30 FEET OF ROADWAY
GALVANIZED WASHERS. SIGN FACE ORIENTATION
2" SQUA
METAL POST z
U
O U1
I
T P F AN H SIGN POST
(LOWER SOLAR � �
TUBE)
0::
FINISHED j nD
UN z
LINE LOWER SIGN 5/16- (IN CORNER BOLT
POST SUPPORT Oh 3/6" )(IN) FLANGED
SHOULDER BOLT WITH
NUT AND WASHERS
2 REQUIRED (TYP.)
' Z BOLT STOP
m -, ICN POST
>` TYPE ST-4 SIGN SUPPORT
t
LOWER SIGN POST SUPPORT •-• 2.25"
(IN), 7-GAGE, HOT -DIP GALV.,
IN. HEAVY-DUTY ANCHOR
LAM
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
PUBLIC WORKS METAL POST
DEPARTMENT APPROVED: d
O ADOPTED v
TYPE 'A'
7-1/2" X 7-1/2"
PRESSURE TREATED CEDAR POST
1/2" 0 45' CHAMFER ALL EDGES-
(2)#4 HORIZ. TOP & BOTTOM
& (2)#4 VERTICAL (PER SIDE)
1/4" CHAMFER
ED
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
1/4„
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" AN
D PLATE SPACER.
1/4" GALVANIZED STEEL PLATE SPACER
1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER
2"0/8" JOINT MATERIAL
CONCRETE SIDEWALK
18'12"
12'
NOTE:
2" MINIMUM CLEARANCE BETWEEN REBAR
& CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD
T O ADOPTED
CITY OF RENTON
STANDARD PLANS
T O IST DATE: 04/04
.._..._. _.. nWr NALAF• wn91 CP PAC'F• (-In�l1
6 RAISED EDGE DETAIL 1 -0" 6 SIDEWALK
LEVEL ..J 1/2" E7(7END SIDEWALKTRANSVERSE
JOINTS TO INCLUDE RAISED EDGE 3/8' (IN) PREMOLDED JOINT FILLER
1/2" (IN) R. TYPICAL WHERE APPLICABLE
ROU DING 2.0% 1 1/2" (IN) R. (TYP.)
,'• • I FOR CURS DETAILS
1.5% SEE STD PLAN 101
1' (IN) R • ►. • P'. 1`t : �P ..• • -- _ STING ROADWAY
2
R C USHED ROCK HAS
SEE RAISED EDGE I -
1' -0' SIDEWALK DETAIL -THIS SHE `TYPICAL UNDER CRUSHED SURFACING TOP COURSE(CSTC)
ALL CUTMIN. SIDEWALK OMPACT TO 95% MODIFIED PROCTOR
SLOPESWITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY
1/2' (IN) R. (TYP.) ENGINEER) TYPICAL UNDER ALL CURB,
GUTTER 11 SIDEWALK CSTC UNDER
SL
_2.0% 1 1 5% FOR CURB DETAILS CURB 5 GUTTER TO BE 5'THICKNESS OR
ASP s - SEE STD PLAN 101 ATCH ROCK
BASE, WHICHEVERING RIIS GREAT R ((TYP.WAY DFOR
jt °F1p- • ° ALL CURB a GUTTER).
iF
FINISHED GRADE 1 IN BELOW
1
_ 2'p SIDEWALK - TOP OF CONCRETE SURFACE
ADJACENT TO CURB MIN e
-0" V-0'
12' (IN) R. (TYP.) I I
ROU DING
• I 1,
2.a% 1 1.5% FORCURPLAN IM
SEE srD FUw 101
BRIDGE OR PEDESTRIAN�vn�P- 1•k. rL
RAILING S�1'H
4 y
FOR cuRe DETAILS ADJACENT TO CURB � L s 1 = }
BARRIER -SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES) `.:
CONTRACT PLANS �--WALL OR BARRIER _, (i L 1_(11 U r,
/ I 12" (IN) R. (TYP.) /
/ I SIDEWALK 1 ;�
FLUSH 1.5% L zl. IL
a
_ II
112 N) FL
VERTICAL WALL- -`
SEE DETAIL ► • • J
3/8" (IN) PREMOLDED a ►' 1 S ..
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL PRe(MNtiLDED
JOINT FILLER
FOR SIDE - �' h - 1,
BUFFER STRIP }� ~ �I.;
TREATMENT sloewAuc SIDEWALK ADJACENT TO WALL DETAIL T ..1�
SIDEWALK (SEE NOTE 10) +,� I
12' IN R. ti:4 LL L
SECTIONS - ( ) _
'.. 1.5% CTVP) FOR CURB DETAILS
1.5%MIN. SEE STD PLAN 101 - �I
] • 1)0 j OR MATCH FINISH
4" WIDE. SMOOTH
tiTROWELED PERIMETER
FINISHED GRADE 1-(IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED ,�r
1 1Vj e'_Y /CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP i ~ �\ - (cuRe AND GLITTER sllowN)
FOR CURB DETAILS
SEE STD PLAN wi
'l (,`
NOTES / y. \ ., % - /1A•TO tM• 1:�1
1. Four feet of the sidewalk width shall
be the minimum pedestrian j%�� CONTRACTION JOINT • • '
IN SIDEWALK ONLY ► l• ,
accessible route )PAR) free of vertical �%' •� • �.
r and horizontal obstructions. Gratings, Fv" �.�i • ••! 4 1,
Access Covers, Junction Boxes, ` �� FULL -DEPTH EXPANSION JOINT IN BOTH
Cable Vaults, Pull Boxes and other s i� CURB AND SIDEWALK (SEE STO PUN 101.1)
( appurtenances within the sidewalk ors' (C) CONTRACTION JOINT
C,i_ must be flush with surface, and match
grade of the sidewalk. \ JOINT AND FINISH
` DETAIL
2. Monolithic Cement Concrete Curb and "v • fr �2 • -
Sidewalk Is not permitted in new For Other referenced NOTES see' �.. • •� ' • .e�; - -
construction. When replacement work $TD PLAN 104.2 1 1
necessitates a Monolithic Cement
Concrete Curb build per WSDOT ti -•.-) ti . PREMOLDE
JOINT FILLER
Standard Plan F-30.10.03 Paved surfaces must Comply with I', i_' ',•.r aI
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4,000 PSI. PP
EXPANSION JOINT
n r .• _ , STD. PLAN - 102 =r,
PUBLIC WOR • KS E C MENT CONCRETE'..
DEPARTMENT k5 rSIDEWALK PPfZU, ED: ;r
' e T 17
I 1y-., i 54 l C.-'. �� ��',� °,1'15':_i S ....- , ,i.. � �,= _ �•�': `Tit.'•
A
TYPE 'A'
PRESSURE TREATED
7-1/2" X 7-1/2" CEDAR POST
(2)#4 HORIZ. TOP & BOTTOM
& (2).#4 VERTICAL (PER SIDE)
1/4" CHAMFER
SURFACI
CRUSHED SURFACING
NOTE_
2" MINIMUM CLEARANCE BETWEEN REBAR &
CONCRETE SURFACE.
TYPE
1" ® 45• CHAMFER ALL AROUND TOP
PAINT TOP 5" WHITE ALL AROUND
REFLECTIVE
BOTH SIDES)
i DEEP NOTCH ALL AROUND
1/2" 0 45' CHAMFER ALL EDGES
SLOPE CONCRETE FOR DRAINAGE
2"0/8" JOINT MATERIAL
CRETE SIDEWALK
FIXED WOODEN BOLLARD
Oti O ADOPTED
CITY OF RENTON
♦ y�
STANDARD PLANS
1ST DATE: G4/04
_,- „- ----- -..Y .--. nV'J(: NANAF• 1-1099 GP P4rl:7. Nn,)?
7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE:
SPF VERTICAL: NAVD 1988
8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12>14>20 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991
9 REVISED FRONTAGE PER CITY COMMENTS JSM 1>15>21 JSM
10 REVISED VAULT CONTROL STRUCTURE JSM 5>9>21 DRAWN:
CWA ONE INCH DATUM
Y� r�l
11 RECORD DRAWINGS JSM 6.25.21 CHECKED:AT FULL SCALE
JSM es vs�s
IF NOT ONE INCH
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PUBLIC WORKS STREET NAME SIGNS
DEPARTMENT APPROVED:
(FOR SPEED LESS THAN 40 MPH) 16
GATE
NO
PARKING
FIRE
LANE
NO PARKING SIGN MUTCD TYPE R7-1 DETAIL:
N TS
AS -BUILT
NO AS -BUILT INFORMATION ON THIS SHEET.
"l CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS,
DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURA TEL Y REFLECTS
EXISTING FIELD COND17/ONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DA7F° 051181202 1."
T-400601 R-400609
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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RENTON, WASHINGTON 98056 SHEET A OF, 19 MW
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DRS PROJECT NO. 16062
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TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1/2"-- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
1/2" R. ROADWAY
�T
1 61.
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3/8"
BETHANY CORNER
_ 6" _ CEMENT CONCRETE
1/2" R. 1" R SIDEWALK RAMP
VARIES OR LANDING
FROM -'
6" TOO
6'
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 1/2
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1 �_l
1/2" R. ROADWAY
1"
�T
1 -6
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
• • ► ;�• • GUTTER SURFACE
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6 1/2
5 112_ _ 1"
112" R. 1" R.
1 )
TOP OF
ED ROADWAY
I
a
8 1 /4"
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
PUBLIC WORKS CEMENT CONCRETE CURBS F'P11
DEPARTMENT
t T
CONSTRUCTION NOTES:
1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF
THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE
POLES, TRAFFIC SIGNAL POLES, SIGN POSTS)
2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE
ONCE CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION l =�
LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NONSKID
LIDS)
�
PUBIdC WORKS
TRANSPORTATION NOTES •
DEPARTMENT
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
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NOTE:
1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS
1976.
2. THE CASTINGS SHALL BE GRAY -IRON 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 14IDTH OF BEARING SURFACE.
3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT
CONCRETE BASE WILL NOT BE NECESSARY.
4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(1) FOR
ADJUSTMENTS TO GRADE.
D.R. STRONG 7 CITY COMMENTS
CONSULTING ENGINEERS $ REVISED FRONTAGE GRADING PER GAS MAIN
9 REVISED FRONTAGE PER CITY COMMENTS
ENGINEERS PLANNERS SURVEYORS 10 REVISED VAULT CONTROL STRUCTURE
620 - 7th AVENUE KIRKLAND, WA 98033 11 RECORD DRAWINGS
04258273063 F 425.8272423
FNO. REVISION
BID ITEM (INCLUDES SIDEWALK RAMPS)
6'MW.
VARIES ISEE NOTE 7)
BAWN.
(SEE NOTE 8)
(SEE NOTE I)
10 LF OF PAVED
DRNEWAY REOUIFLED
0r8' EXPANSION JOWT (TYP.)
(SEE STD. PLAN 177)
CEMENT
CONCRETE
SIDEWALK
ri.
SEE NOTE 5
PLANTER STRIP
CONSISTE
T SLOP
g
H
CCNST RUCTION JOINT
SEE NOTE J
CEMENTCONCRETE
FUAPWITH12H tV
SLOPE (7YP.1
0
CURB&GUTTER
;SEE NOTE T)
Ye' CONTRACTION JOINT (TYP )
(SEE STD. PLAN 10?) PLAN VIEW
VARIES
(SEE NOTE 10)
& 7% LUX SEE NOTE 81TYPI
:I
fiLAIN
6'MIN
CEMENT CONCRETE'
6' MIN
DEPRESSED LURE &GUTTER
\
SIDEWALK
M' EXPANSION JOINT nYP)
(SEE NOTE O)
SECTION O
)SEE STD. PUN 1021
' .DIFFERENCE IN SLOPE MAX
-
DRIVEWAYWI SITNE SLOPE (SLOPE SHOWN EXAGGERATEDI
15Y,
isx
_
/
DRIVEWAY
8'MIN c'I.vl
4 r C r
°
uDRNEWAY WI RELATIVE
�_
SE
ON O
CEMENT
CONCRETE
SIDEWALK
TYPE R1 B - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
For NOTES STD. PLAN 104.2
ticY O STD. PLAN - 104.3
vo 'r PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
R WED
DEPARTMENT ENTRANCE -TYPE RIBelizi
Z
FNTO / aTE
f
Monument Case & Cover
l�Y ADOPTED
U A CITY OF RENTON
♦ ��_ � STANDARD PLANS
"PAN TOE L.ST DATE: 1 -Feb-89
DWG NAME: HR-04 SP PAGE: HO31
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SURVEYED:
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DESIGNED:
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JSM
5°9°21
DRAWN:
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CHECKED:JSM
BY
DATE
APPR
APPROVE
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE IN
SCALE ACCORDINGLY
Gregg Zimmerman, Public Works Administrator
I
4'
PLANTER STRIP
4'
FACE OF SIDEWALK
MAILBOX CONCRETE PAD DETAIL
STA. 9+62.00, 14.50' LT 111 TH AVE SE
�.1�•
CO
VE.
aIDL9NAtJC
;% TYPECIB- ISOMETRICVIEW
(COMMERCIAL, WiTH BUFFER)
NOTES
1. When a driveway width exceeds 15 fee{, construct a full depth
expansion jotnt with 318" jolnt Pifer along the driveway lane fines
(see sid. plan 102). Construct expansion Joints parallel with the
centerllne as required at IF maximum spacing when driveway
widths exceed 39.
2. See aid, plan 102 for sidewalk details.
3. Curb and gutter shown, other curb designs may be specified.
Sae std. plan 101 for curb details.
4. Not used.
5. The englneerwill design all driveways to Include elevations at all
points marked with symbol W. All elevations are at the back of
curb top on uphill aide.
6. Not used.
T. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10), The expansion joints (sae etc. plan 102) shall be
spaced Be shown In the corresponding Isometric view.
8. Slopes shag comply with sections R303,2.1 or R303.2.2 or
R303.2.3 of the Revised Draft Guidelines for Accessible Public
Rigbts-of-Way ofNovember 23, 2005 (PROWAG).
9. Curb returns for any Type C-MAX Driveway may be approved on
CEMENT CONCRETE
CURB 4 OUTTER
{SEE NOTE 9)
Kffl*C
SHEET)
SEEO- SEEDEIPRESSEDCURBDIE
CONTRACnNONT - ON THIS SHEET
A182 \STD OP1rCR
a.
• TO'
r (
NOTT ORNEWAYLONGITIJ rILer�ANBION
Jolt T 8WW- BE Ft1LLDEPTH
DEPRESSED MONOLrTHIC CURB 13 GUTTER DETAL
FACE OF ADJACENT CURB
1 y-r T-�
a case -by -case basis. SURFACE
'' �" % ° -,
•L1•P_ - n P.
10. STREET STANDARDS = Renton Municipal Code (RMC) \- °
a a p h
TWe IV Development Regulations P c `.
CHAPTER 6 STREET AND UTILITY STANDARDS \ P^ P o • P
Section 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton municipal Code (AMq
Title IV Development Regulations Driveway Example: TYPE CI B
CHAPTER 4 R=R eldelft, C AWTIGIVI&I
CITY-WIDE PROPERTY DEVELOPMENT SUNDARDS NUMber of lanetl,
Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Len° CommtlnlaQ /
REGULATIONS B=surter { 4".ng Strip). afar Buffer
+ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY'PLAN 104.id
DEPARTMENT ENTRANCES - NOTES AND DETAILS
ATE
J"x FULL
EXPANSION
ANCHOR BOLT-1
PATTERN PER
a
N. D. C. B. U.
PEDESTAL
TEMPLA TE
° a
1'-6"
FRONT VIEW
NO TES.
SIDEVIEW
1. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S.
POSTAL SERVICE
2. DO NOT PLACE MAILBOXES NEAR CATCH BASIN GRATE; 15' MIN. DISTANCE
CLUSTER BOX UNIT (C. B. U.) MAILBOX INSTALLATION
(16 BOX UN/ T)
LISPS STANDARD CLASS 4C CBU NTS
T-400602 R-40061 0
AS -BUILT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NO AS-BUIL T INFORMA TION ON THIS SHEET.
"/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS,
DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS
EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON THIS DATE 051181202 1."
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
C TY OF
=� RENTON
Planning/Building/Public Works Dept.
N
O
T
001
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T
W
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0
DATE: U
BETHANY CORNER 11.29.16
FIELDBOOK: z
ROAD & STREET SIGN DETAILS PAGE:
DRAWING N0: T
16433 & 16451 111 TH AVENUE SE C10
RENTON, WASHINGTON 98056 SHEET 10 OF: 19 MW
W
DRS PROJECT NO. 16062
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BETHANY CORNER
A PORTION OF THE NE 1/4 OF SECTION 29, T. 29 N., R. 05 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
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POLE
ID. NO.*
CIRCUIT
NO.
LOCATION
COORD.
OFFSET
(FEET)
LED LAMP
WATTAGE
MAST ARM
(FEET)
MOUNTING
HGT. (FT.)
STANDARD
PLAN #
LAT.
LONG.
1
A
111 TH AVE SE 8+99
17.5' LT
44 LED
NA
14'
116.1
2
A
111 TH AVE SE 9+51
17.5' LT
44 LED
NA
14'
116.1
3
A
111 TH AVE SE 10+06
17.5' LT
44 LED
NA
14'
116.1
4
A
111 TH AVE SE 11 +16
17.5' LT
44 LED
NA
14'
116.1
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A
111 TH AVE SE 11 +71
17.5' LT
44 LED
NA
14'
116.1
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A
SE 165TH ST 20+50
17.5' RT
44 LED
NA
14'
116.1
7
A
SE 165TH ST 20+97
17.5' LT
44 LED
NA
14'
116.1
8
A
SE 165TH ST 21+27
17.5' RT
44 LED
NA
14'
116.1
9
A
SE 165TH ST 21+91.5
17.5' LT
44 LED
NA
14'
116.1
10
A
SE 165TH ST 22+22.5
17.5' RT
44 LED
NA
14'
116.1
* NOTE: POLE ID NOS. ARE TO BE PROVIDED BY THE CITY AT TIME OF CONSTRUCTION.
COORDINATES SHALL BE PROVIDED IN THE AS -BUILT PLANS.
20 0 20 40
scale feet
CALJT/DN:
LOCATION OF EXISTING UTILITIES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE
OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING WITH CONSTRUCTION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 811 NOT LESS THAN 72 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
UTILITIES MAYBE LOCATED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
1
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TRANSFOR
a
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LUMINAIRE
BY OTHERS
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008800-0:
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CONSTRUCTION NOTES
Di
INSTALL
NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE FIXTURE AND PULE PER STANDARD PLAN 116.1,
CONCRETE FOUNDATION, AND ASSOCIATED JUNCTION BOX PER DETAILS ON SHEET 2 AND 3, AND
LUMINAIRE POLE
SCHEDULE.
2O
INSTALL
ELECTRICAL SERVICE CABINET # XXX PER DETAILS ON SHEET 3, LOCATED ON ROAD A
AT APPROXIMATE
STATION
9+31, 29' LT, COORDINATE WITH C.O.R, ERIC CUTSHALL, TRANSPORTATION MAINTENANCE
MANAGER,
425-430-7423,
FOR SERVICE CONNECTION. LABEL STREET FACING SIDE OF CONTACTOR CABINET
WITH ADDRESS
LOCATION
FOLLOWING COR STANDARD PLAN 122.1.
O3
INSTALL
TYPE 1 JUNCTION BOX WITH CONCRETE PAD PER COR STANDARD PLAN 120,
WIRING SCHEDULE
CONDUIT
RUN
ZL
CONDUIT
SIZE
CONDUCTORS
NOTES
1
2.0"
PVC
(SCHEDULE
40)
2-#8,
1-#8 GREEN
2
2.0"
PVC
SCHEDULE
80
2- 8,
1- 8 GREEN
3
2.0"
PVC
(SCHEDULE
40)
2-#8,
3-#14
1-#8 GREEN
PHOTOCELL
4
2.0"
PVC
SCHEDULE
40
PSE
POWER
5
2.0"
PVC
(SCHEDULE
40)
PULL
STRING -
LEGEND.
LED PEDESTRIAN LUMINAIRE
AND DECORATIVE POLE
— — — — — — —
PVC CONDUIT (SEE WIRING SCHEDULE)
TYPE 1 JUNCTION BOX WITH
®
CONCRETE PAD
®
SERVICE CABINET
AWIRE
NOTE
O
CONSTRUCTION NOTE
T-400603
R-400622
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATE
DATE
DATE
Traff
NORTHWEST Ex
TRA FT -IC EXPERTS
11410 NE 124th St., #590, Kirkland, WA 98034
Phone:425.522.4118 Fax:425.522.4311
NAL
5-28-21
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FUSE KITS QUICK
REFER TO WSDOT LOCKING DISCONNECT 10 AMP IN LINE
LID STANDARD DUTY FUSE KITS S.E.C. OR EQUAL -
JUNCTION BOX TYPES 1 &
2 STANDARD PLAN J- 40.10
SPLICE KITS CLEAR EPDXY SPLICE
KITS ON ALL THRU WIRE RUNS —
CONCRETE PAD OR
SIDEWALK PER STD PLAN 120
24"(MIN) COVER # 8 BARE COPPER
I GROUND WIRE
GROUND LUG
TO LUMINAIRE
- #8GREEN INSULATED WIRE
TO FIXTURE GROUND LUG
II II
II II
GROUND II II
CLAMP II II
II
1 -# 8 EQUIPMENT GROUND PVC CONDUIT II II
WIREW/GREEN INSULATION
FROM SERVICE CABINET I I
2 - LIGHTING SYSTEM 5/8%8' COPPER CLAD
WIRES TO CONTACTOR GROUND ROD
SIZED AS REQ'D.)
CRETE FOUNDATION
NOTES:
1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY
VARY.
2. MINIMUM GROUND WIRE SIZE SHALL BE # 8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER
THAN # 8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING
CONDUCTORS.
3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE
HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND
MAINTENANCE.
4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN
INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE
HANDHOLE. IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN
FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG.
Gti`� Y O
® PUBLIC WORKS
DEPARTMENT
LUMINAIRE ELECTRICAL
WIRING SYSTEM
7'-0"
V-6"
0
D i
STD. PLAN - 119
A . PROVED:
GAZ 3/13/2019 1
DATE DATE
-0" -I [0, )OI I D
LUMINAIRE POLE \\z JUNCTION BOX LUMINAIRE POLE JUNCTION BOX
CONCRETE PAD CONCRETE SIDEWALK
PLAN VIEW PLAN VIEW PER STD PLAN 102
LUMINAIRE POLE
CONCRETE PAD
4"
JUNCnON BOX
_ LUMINAIRE CONCRETE
FOUNDATION
SIDE VIEW
LUMINAIRE CONCRETE PAD DETAIL
LUMINAIRE POLE
CONCRETE SIDEWALK
PER STD PLAN 102
"-JUNCTION BOX
LUMINAIRE CONCRETE
FOUNDATION
SIDE VIEW
LUMINAIRE WITH SIDEWALK DETAIL
GENERAL NOTES:
1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS D
OUTSIDE OF SIDEWALK
2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL 1 - 0"
BE PER STD PLAN 135
3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE
LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD CONCRETE PAD 1'-0"
ELEVATION OR BOTTOM OF SIDEWALK ELEVATION PLAN VIEW
JUNCTION BOX I
4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN
4"
5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND
TYPE 2 JUNCTION BOXES ONLY
CONCRETE PAD
JUNCTION BOX SIDE VIEW
INDIVIDUAL JUNCTION BOX PAD DETAIL
LUMINAIRE CONCRETE STD. PLAN - 120
PUBLIC WORKS DEPARTMENT PAD/ SIDEWALK AND A�P1�iwTED:
v 19 I
'�FNEo$ JUNCTION BOX CONCRETE PAD Gregg A ZImm�Frlr�/a
6C7AAn07RFRR4 5F... DATE
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WYE SPLICE
SPLICE KIT
FUSE KIT
FUSE KIT & SPLICE KIT DETAILS
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O�ADOPTED
CITY OF RENTON
BAR Standard plans
N LST DATE: 1 1 /5/96
REVISION BY APPR'D DWG. NAME: JR-12 SP PAGE: JO13
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
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PUBLIC WORKS i I'ROVFO
DEPARTMENT GAZ 3/13/2019 1
D,, TE
DocuSign Envelope ID 5D30BA1A-204D-48EB-BB23-8A2834BB565E
GENERAL NOTES
1 ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF
THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I E JUNCTION BOXES, LUMINAIRE
POLES, TRAFFIC SIGNAL POLES, SIGN POSTS)
2 ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE
ONCE CONSTRUCTION IS COMPLETE
3 ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION
LIMITS SHALL MEET CURRENT ADA STANDARDS(I E JUNCTION BOXES SHALL HAVE NON-SKID
LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK
5 ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER
DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS
6 SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE
7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS
SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION PROPOSED OR EXISTING SIDEWALK
SHALL BE CONSIDERED PART OF THE FOUNDATION PAD, FOUNDATION PAD SHALL BE AT LEAST
2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS
8 WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND
REMAIN FUNCTIONAL NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED
AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION
9 ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS
MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE CONTRACTOR TO COORDINATE
INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER
TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE
TRANSPORTATION NOTES
t®PUBLIC WORKS
DEPARTMENT
DocuSign Envelope ID: 5D308A1A- 204D- 48E8- BB23- 8A2834BB565E
COMPONENT SCHEDULE
lO METERBASE: 200 AMP. 4 JAW B- LINE U264, MANUAL BY-PASS,
W/ 5TH JAW AT 9:00 POSITION
O PANELBOARD: 120/ 240 VAC, 100 AMP COPPER BUS, 1 PHASE, 3 WIRE, 12 CKT
MAIN BREAKER: 100 AMP FRAME, 100 AMP TRIP, EATON #BAB2100 10K AIC
BOLT- ON BRANCH BREAKERS, EATON TYPE BAB
2- 20/2 ILLUMINATION BRANCH A & B
1- 20/1 ITS BRANCH
1- 20/ 1 CONTROL CKT BRANCH
1- 20/ 1 GROUND FAULT RECEPTACLE BRANCH
3- 20/ 1 SPARE BRANCH
3O CONTACTOR: NEMA LIGHTING RATED, 30A, 4 POLE, 120 VAC COIL,
SQD # 891ODPA34VO2, 1- REQUIRED
4O PHOTO CELL: PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, TYCO #SST-IES-UL
MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW
O PHOTO- CELL BYPASS SWITCH, SPDT, 15 AMP, 277 VAC
6O GROUND FAULT RECEPTACLE: 20 AMP, 120 VAC, DUPLEX
CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM 5052-H32 CONSTRUCTION
2 SCREENED AND GASKETED VENTS
DOORS: HEAVY DUTY HINGES (LIF11FW TYPE), WELDED IN PLACE
STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR
"BEST" CX LOCK ON DISTRIBUTION DOOR, POLISHED WIRE GLASS
WINDOW IN METER DOOR, CLOSED CELL NEOPRENE GASKET,
CARD HOLDER
FINISH: MILL FINISH ALUMINUM
NOTE:
1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE
1't Y O
PUBLIC WORKS
i DEPARTMENT
OQ W SO
TlAffE'Apry -o
TRA FF/C EXERTS FSS�GISTER����`'�
11410 NE 124th St., #590, Kirkland, WA 98034 ANAL
Phone: 425.522.4118 Fax: 425.522.4311 5— 2-19
T-400605
R-400624
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
NDARDS
TRANSPORTATION OPERATION
nbarnes n5 1 d/POI 9 DATE
DATE
STD. PLAN - 135 E
ROVED: jchavez 05/1 4/20y 9 " DATE
AZ 3/13/2019 1 4 1
DATE
DocuSign Envelope ID 5D308A1A-204D-48E8-BB23-8A2834BB565E
CONDUI f ENTRANCE AREA
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CAB�N� CABINET
C14, I I-c 6111 1'-0„ 1 I_0-
-GRADE LEVEL
_F
° • . A
FRONT VIEW SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
SERVICE CABINET NOTES STD. PLAN - 122.2
ALTR VED. ° PUBLIC WORKS
GAZ3/13/2019 1 ] Z DEPARTMENT
DATE FN jO
SHIM TO PLUMB
El El 14-
S#EE NOTE 3
` TIT # HOOPS
4 BAR EAC i CORNER
6' 'MIN --- I --1" TO 2"
3/8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET DEPTH
1'-6" 1 2" V-6"
r co
1
2 _ - - - F- - - #4 BAR EACH
w } i �� I #4 CORNER
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PLAN VIEW
CONTROLLER CABINET FOUNDATION
NOTES PER STD PLAN 126.2
CABINET FOUNDATION
DETAILS 11 AJJP
STD. PLAN - 126.1
ROVED:
Z 3/13/2019 1 ]
DATE
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