HomeMy WebLinkAboutAddendum #1- CAG-26-132School and Pedestrian Crossing No. 2 ADDENDUM NO. 1
June 15, 2026
Page 1 of 2
Addendum No. 1
School and Pedestrian Crossing No. 2
City of Renton Project No. CAG-26-132
Date of Issue: June 15, 2026
Bid Due Date: June 23, 2026 at 3:00 pm
Date of Bid Opening: June 25, 2026 at 3:00 pm
ATTENTION: ALL BIDDERS AND PLAN HOLDERS:
The Bid Documents for the above-named project are modified as described below. Bidders
shall take this Addendum into consideration when preparing and submitting their bids.
Bidders shall attach this addendum to their copy of the Contract Documents, and shall
acknowledge receipt of this Addendum on the Proposal - Signature Page and include a copy of
this Addendum with the Proposal. A Proposal may be considered irregular and may be rejected
if the receipt of Addenda is not acknowledged and a complete copy of this Addendum is not
included with the Proposal.
THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS:
1. APPENDIX B – CITY OF RENTON STANDARD PLANS
ADD the following to the end of Appendix B:
• 117.1, Arterial Street Decorative Luminaire Pole Detail
• 117.1A, Arterial Street Small Cell Decorative Luminaire Pole Details
• 117.1B, Arterial Street Small Cell Decorative Luminaire Pole Details
• 117.3, Luminaire and Mounting Bracket Detail
2. PLANS
REPLACE the drawing sheets listed below with the revised drawings attached to this
Addendum. The drawings were revised to reflect the following:
• Drawing CR-1, CR-2 and CR-3, Revise Electrical Note 1.
o 1. CONSTRUCT FOUNDATION AND INSTALL RRFB POLE ASSEMBLY AND
SIGNS PER CITY OF RENTON STANDARD PLANS 141.1, 141.2, 141.4 AND
141.5. FURNISH AND INSTALL POLE TAG PER CITY OF RENTON STANDARD
PLAN 139.”
School and Pedestrian Crossing No. 2 ADDENDUM NO. 1
June 15, 2026
Page 2 of 2
• Drawing CR-1, CR-2 and CR-3, Revise Electrical Note 5.
o 5. CONSTRUCT STREET LIGHT FOUNDATION AND INSTALL AN ARTERIAL
STREET DECORATIVE LUMINAIRE STREET LIGHT POLE, WITH A 6-FOOT
ARM AND LUMINAIRE PER CITY OF RENTON STANDARD PLANS 115, 117.1,
117.1A, 117.1B, 117.3, 119, 120 AND 121. CONTACT SIGNAL
MAINTENANCE SHOP AT (425) 430-7423 TO OBTAIN POLE NUMBERING.”
ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT.
CITY OF RENTON
_______________________
Chris Barnes
Transportation Operations Manager
POLE ELEVATION
FOUNDATION SHALL SUPPORT
POLE SHOWN IN STANDARD PLAN
117.1A
FOUNDATION, AND ANCHOR BOLT
DETAILS PER STANDARD PLAN
117.1A
j
jjDocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F
7/27/2022 | 5:44 PM PDT
FOUNDATION DETAILS
POLE ELEVATION
POLE CHAMBER DETAIL
jj
jDocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F
7/27/2022 | 5:44 PM PDT
BASE COVER DETAIL
CABINET TOP PLATE DETAIL
CABINET BOTTOM PLATE DETAIL
CABINET CHAMBER DETAIL
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F
7/27/2022 | 5:44 PM PDT
LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET
DETAILS
DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF1561D7F
7/27/2022 | 5:44 PM PDT
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W W W
W
W
W
W
W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SSSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S S S
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
G G G G G G G G G G
S
S
D
S
10
4
+
5
0
DD D
E
E
E
E
EEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
DDDDDD
E
E
W
W
W
W
1
2
3
4
5
6
7
8
9
10
11
12
13
15
1617
18
19
20
21
22
23
24
25
26
27
28
29
30
31
POWER SERVICE CABINET
0.
5
0
%
1.6
8
%
1.39 %
1.25%
0.
4
6
%
0.
4
6
%
0.
4
6
%
0.
5
0
%
1
.
1
2
%
0
.
7
4
%
1
.
3
5
%
9.
5
4
%
7.73%0.
2
5
%
7.56%
1.5
7
%
9.
6
6
%
2.22%
1.50%
1.50%
0.
5
5
%
0.
3
%
0
.
4
7
%
1
.
0
5
%
1
.
2
4
%
14
3.92%
5.01%
LOW PT:
104+66.82
0.61%
0.65%
7.58%
7.96%
8.1
8
%
7.8
1
%
0.65%
0.6
5
%
0
.
6
5
%
0
.
5
5
%
0
.
5
5
%
0.
5
0
%
0.
4
4
%
32
33
1.
5
0
%
1.
0
0
%
9.
8
1
%
1
.
7
9
%
1
.
9
0
%
0.4
8
%
0.04%
9
.
1
7
%
3.31%
2
.
3
3
%
2.70%
3.
4
9
%
1.7
1
%
1.89
%
1.51%
1.75%
1.75%
0
.
4
9
%
1
.
5
6
%
2.0%
0.49%
0.93 %
1.35%1.2%
0.4%
0.
3
%
34
0.0%
1.50%
0.29%1.50%
1.90%
2.10%
0.
9
7
%
0.
0
%
0.
5
1
%
1.
0
3
%
0.59%
1.87%
0.
4
4
%
0.
4
6
%
1.
3
1
%
2.
2
0
%
2.
2
0
%
0
.
7
6
%
1.
9
8
%
0.
3
5
%
0.0%
1.18%
1.60%
1.
5
4
%
0.
3
3
%
0.
3
3
%
0.
0
%
0.
6
0
%
1.
0
5
%
1.
9
0
%
2.08%
1.70%
0.
5
1
%
1.
4
8
%
1.43%
1.35%0.
5
0
%
1.69%
1.5%
0.
3
0
%
0.
9
9
%
0.
6
8
%
0.
6
8
%
1.
5
0
%
1
.
8
1%
1
.
8
1
%
2
.
2
4
%
1
.
5
4
%
0.0%
1
.
9
4
%
2.27
%
0.3
4
%
1.
2
5
%
2.
5
7
%
1.13%
0.80%0.59%
36
"
W
A
T
E
R
(
S
P
U
)
12" DI WTR
4" CI
2"
C
O
M
M
9
.
9
4
%
7.84%
0
.
6
%
0
.
5
5
%
STA. 104+33.24,
27.00 LT
STA. 104+50.24,
29.00 LT
±
±
L=7.18'
R=10.00'
Δ=41° 08' 03"
L=7.38'
R=12.00'
Δ=35° 13' 17"
L=9.22'
R=15.00'
Δ=35° 13' 03"
STA. 104+65.81,
6.94 LT
UNION AND 8TH INTERSECTION CURB TABLE
CURB PT:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
POINT DESCRIPTION:
FLOWLINE
FLOWLINE, ANGLE POINT
FLOWLINE, PC
FLOWLINE, 1/2 Δ
FLOWLINE, FLARE TOP, PT
FLOWLINE, RAMP TOE
FLOWLINE, RAMP TOE
FLOWLINE, FLARE TOP, HIGHT POINT
FLOWLINE, PC
FLOWLINE, 1/2 Δ
FLOWLINE, PRC
FLOWLINE
FLOWLINE
FLOWLINE, PT
FLOWLINE
STATION:
104+18.80
104+23.84
104+26.66
104+29.73
104+33.24
104+38.24
104+42.24
104+47.24
104+50.24
104+53.87
104+57.16
104+59.37
104+62.51
104+65.81
104+72.89
OFFSET:
21.94' LT
21.94' LT
19.47' LT
17.64' LT
17.00' LT
17.00' LT
17.00' LT
17.00' LT
17.00' LT
17.56' LT
19.19' LT
20.48' LT
21.57' LT
21.94' LT
21.94' LT
FLOWLINE EL.:
411.19
411.22
411.28
411.33
411.38
411.40
411.42
411.44
411.43
411.40
411.36
411.32
411.29
411.27
411.30
CURB HEIGHT:
6.0"
7.0"
6.0"
6.0"
6.0"
0.0"
0.0"
5.5"
6.0"
6.0"
6.0"
6.0"
7.1"
8.0"
6.0"
CURVE DESC.:CURVE CNTR:
6"± (MATCH EX.)
6"± (MATCH EX.)
STA. 104+47.70,
42.24 RT
STA. 104+43.69,
36.50 RT
STA. 104+51.19,
28.50 RT
±
±
UNION AND 8TH INTERSECTION CURB TABLE
CURB PT:
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
POINT DESCRIPTION:
FLOWLINE
FLOWLINE, PC
FLOWLINE, FLARE TOP
FLOWLINE, RAMP TOE
FLOWLINE, RAMP TOE
FLOWLINE, FLARE TOP
FLOWLINE, PCC
FLOWLINE, FLARE TOP
FLOWLINE, RAMP TOE
FLOWLINE, RAMP TOE
FLOWLINE, PT
FLOWLINE, FLARE TOP, HIGH POINT
FLOWLINE, PC
FLOWLINE, 1/2 Δ
FLOWLINE, PRC
FLOWLINE
FLOWLINE
FLOWLINE, PT, LOW POINT
FLOWLINE
STATION:
104+22.40
104+22.71
104+23.66
104+25.73
104+27.97
104+31.79
104+33.38
104+35.36
104+38.60
104+42.74
104+43.69
104+47.69
104+51.19
104+54.13
104+56.82
104+58.70
104+60.54
104+62.45
104+66.30
OFFSET:
49.89' RT
41.33' RT
35.38' RT
30.30' RT
26.89' RT
22.95' RT
21.74' RT
20.54' RT
19.23' RT
18.53' RT
18.50' RT
18.50' RT
18.50' RT
18.94' RT
20.24' RT
21.24' RT
21.79' RT
21.97' RT
21.97' RT
FLOWLINE EL.:
411.12
411.17
411.21
411.24
411.27
411.31
411.32
411.33
411.35
411.37
411.38
411.40
411.38
411.37
411.34
411.31
411.29
411.28
411.29
CURB HEIGHT:
6.0"
6.0"
5.5"
0.0"
0.0"
5.5"
4.9"
4.3"
0.0"
0.0"
5.5"
6.0"
6.0"
6.0"
6.0"
6.0"
6.0"
6.0"
6.0"
CURVE DESC.:CURVE CNTR:
6"± (MATCH EX.)
6"± (MATCH EX.)
STA. 104+62.45,
11.97 RT
L=23.12'
R=25.00'
Δ=52° 59' 10"
L=10.97'
R=18.00'
Δ=34° 55' 41"
L=5.98'
R=10.00'
Δ=34° 15' 39"
L=5.98'
R=10.00'
Δ=34° 15' 25"
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
CURB_RAMPS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
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REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
4
BW
UN
I
O
N
A
V
E
.
N
E
00 5'10'2.5'5'
SCALE:1"=5'
REINFORCED CURB
AND GUTTER, SEE
DETAIL SHEET RD-2.
NE 8TH ST.
CR-1
13
RAMP CONSTRUCTION NOTES
1.SEE CEMENT CONCRETE SIDEWALK AND JOINTS DETAIL,
SEE APPENDIX B.
2.SEE WSDOT STANDARD PLAN F-45.10-03 FOR DETECTABLE
WARNING SURFACE DETAILS. SEE APPENDIX C.
3.ONCE CURB STRING LINES AND/OR FORMS HAVE BEEN
SET BY THE CONTRACTOR THE CONTRACTING AGENCY
WILL REVIEW AND APPROVE THE CURB LINES PRIOR TO
POURING. THE CONTRACTOR SHALL ANTICIPATE FIELD
ADJUSTMENTS WILL BE REQUIRED AT NO ADDITIONAL
COST. THE CONTRACTOR SHALL STRUCTURE HIS BID
ACCORDINGLY.
4.CONFIRM ALL LOCATIONS OF BURIED FOUNDATIONS WITH
CONTRACTING AGENCY PRIOR TO FORMING.
GENERAL NOTES
1.CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP
LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER
DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT
THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP
LENGTH TO EXCEED 15-FEET.
2.RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% AND
LONGITUDINAL SLOPE SHALL NOT EXCEED 8.3% (UNLESS
NOTED OTHERWISE ON PLANS).
3.LANDING. CROSS SLOPES SHALL NOT EXCEED 2.0%
(UNLESS NOTED OTHERWISE ON PLANS).
4.DETECTABLE WARNING SURFACE. 2' MIN. ALONG
DIRECTION OF TRAVEL, TYP. FOR ALL APPLICATIONS.
5.PARALLEL CURB RAMP PER PLAN AND WSDOT STANDARD
PLAN F-40-12.03 (MOD). SEE SHEET RD-1.
6.PERPENDICULAR CURB RAMP PER PLAN AND WSDOT
STANDARD PLAN F-40.15-04 (MOD). SEE SHEET RD-1.
7.SIDEWALK GRADE TRANSITION SECTION, CROSS SLOPE
SHALL NOT EXCEED 2.0% AND RUNNING SLOPE SHALL NOT
EXCEED 5%.
ELECTRICAL NOTES
1.CONSTRUCT FOUNDATION AND INSTALL RRFB POLE,
ASSEMBLY AND SIGNS PER CITY OF RENTON STANDARD
PLANS 141.1, 141.2, 141.4 AND 141.5. FURNISH AND INSTALL
POLE TAG PER CITY OF RENTON STANDARD PLAN 139.
2.CONSTRUCT APS PEDESTRIAN PUSH BUTTON ASSEMBLY
ON NEW OR EXISTING POLE
3.FURNISH AND INSTALL RRFB ASSEMBLY ON NEW OR
EXISTING STREETLIGHT POLE PER DETAIL SHEET CR-4.
4.CONSTRUCT FOUNDATION AND INSTALL SERVICE CABINET
PER CITY OF RENTON STANDARD PLANS 122.1, 122.2 AND
126.1.
5.CONSTRUCT STREET LIGHT FOUNDATION AND INSTALL AN
ARTERIAL STREET DECORATIVE LUMINAIRE STREET LIGHT
POLE, WITH A 6-FOOT ARM AND LUMINAIRE PER CITY OF
RENTON STANDARD PLANS 115, 117.1, 117.1A, 117.1B, 117.3,
119, 120 AND 121. CONTACT SIGNAL MAINTENANCE SHOP
AT (425) 430-7423 TO OBTAIN POLE NUMBERING.
6.FURNISH AND INSTALL A JUNCTION BOX TYPE 1, PER
WSDOT STANDARD PLANS J-40.10-04 AND FOUNDATION
PLAN PAD PER CITY OF RENTON STANDARD PLAN 124.
JUNCTION BOX TYPE 1 LOCATED WITHIN WALKWAYS SHALL
HAVE SLIP RESISTANT LIDS.
7.CONTRACTOR TO COORDINATE WITH PUGET SOUND
ENERGY FOR NEW ELECTRICAL SERVICE METER.
8.CONDUIT/WIRE NOTE, SEE WIRE SCHEDULE ON PLAN
SHEET CR-4.
9.FURNISH AND INSTALL RISER CONDUIT, WEATHERHEAD ON
EXISTING UTILITY POLE. COORDINATE WITH PSE FOR THE
WIRING SERVICE METER.
6
6
7
3
3
2 6
7
4
4
2 6
4
7
3
26
7
CURB
RETURN AND
RRFB PLAN -
SITE 1
8
8
1
5
8
2
3
8
1
6/12/
2026
ELECTRICAL
NOTES REVISION
1
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WWWW
x
x
x
x
x
x
x
x
x
x
x
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
O
H
OH
OH
OH
O
H
OH
OH
OH
OH
O
H
OH
OH
OH
O
H
OH
G
G
G
G
G
G
G
G
G S
30
3
+
5
0
30
4
+
0
0
E
E
E
E
E E E E E E E
E
E
E
39
40
41
42
43
44
45
46
48
49
50
51
52
53
54
55
56
1.
5
0
%
1.35%
1.80%
1.87%
1.85%1.
5
0
%
2.
8
0
%
6.3
0%
5.83%
5.83%
6.76 %
8.4 0 %
8 .4 0 %
9.13%
0
.
2
7
%
±
7.
3
6
%
5.
5
2
%
4.14%±
8.
2
4
%
1.4
5
%
1.40
%
10.50 %
10.50%
10.50%
9.13%
9.13 %
2.
7
1
%
1.
4
6
%
5.
6
2
%
5.
6
2
%
5.8
3%
7 .7 1 %
7.2 5 %
0
.
7
9
%
0.52%0.50%
0.
8
4
%
1.53%
1.
8
5
%
0.
0
%
2.19%
6.00%
2
.
3
5
%
2
.
3
5
%
3
.
0
3
%
3
.
8
9
%
4
.
6
5
%
5
.
5
%
5.
5
6
%
1.00%
0.86%
8.
2
7
%
2.
0
0
%
2
1
.
9
%
1.
7
5
%
2.02%4.
4
3
%
5
.
4
9
%
8
.
1
7
%7.9
6
%
10
.
2
%
6.54%
5.21%
5.7 3 %
5.21 %
6
.
7
0
%
1.08%
8
.
2
7
%
8.
2
0
%
1.18%
2.00%
4.
7
5
%
4
.
8
1
%
4.
7
9
%
4
.
5
%
±
35
36
37
38
7.89%
7.5 6 %
8"
W
T
R
HOQUIAM AND 5TH INTERSECTION CURB TABLE
CURB PT:
35
36
37
38
39
40
41
42
43
44
45
46
POINT DESCRIPTION:
FLOWLINE, RAMP TOE, PC, CURB END
FLOWLINE, RAMP
FLOWLINE, RAMP TOP
FLOWLINE, FLARE TOP, PRC
FLOWLINE, RAMP TOE, PT
FLOWLINE, RAMP TOE, PC
FLOWLINE
FLOWLINE, FLARE TOP
FLOWLINE
FLOWLINE, FULL HEIGHT CURB, PT
FLOWLINE, DEPRESSED CURB (NO LIP)
FLOWLINE, DEPRESSED CURB (NO LIP), CURB END
STATION:
303+58.29
303+61.08
303+63.57
303+64.95
303+68.57
303+72.57
303+75.17
303+77.73
303+79.64
303+82.32
303+83.95
303+88.99
OFFSET:
6.66' LT
5.99' LT
4.56' LT
3.24' LT
1.51' LT
1.38' LT
1.52' LT
2.11' LT
2.89' LT
4.57' LT
5.84' LT
9.80' LT
FLOWLINE EL.:
445.75
445.90
446.05
446.16
446.43
446.65
446.80
446.92
447.00
447.09
447.14
447.29
CURB HEIGHT:
0.0"
1.2"
2.3"
2.8"
0.0"
0.0"
1.4"
3.0"
4.2"
6.0"
0.0"
0.0"
CURVE DESC.:CURVE CNTR:
HOQUIAM AND 5TH INTERSECTION CURB TABLE
CURB PT:
48
49
50
51
52
53
54
55
56
POINT DESCRIPTION:
FLOWLINE, CURB END
FLOWLINE
FLOWLINE, LANDING/RAMP TOE, PC
FLOWLINE, LANDING/RAMP TOE
FLOWLINE, 1/2 Δ
FLOWLINE
FLOWLINE, RAMP TOP, PCC
FLOWLINE, ROLLED CURB TRANSITION
FLOWLINE, ROLLED CURB
STATION:
303+59.21
303+63.21
303+67.21
303+72.89
303+78.60
303+83.99
303+89.04
303+94.13
303+97.97
OFFSET:
24.50' RT
24.50' RT
24.50' RT
24.91' RT
26.15' RT
28.19' RT
30.98' RT
35.10' RT
39.70' RT
FLOWLINE EL.:
445.95
446.18
446.40
446.73
447.07
447.41
447.80
448.35
448.86
CURB HEIGHT:
6.0"
4.0"
0.0"
0.0"
2.2"
4.4"
6.0"
5.0"
4.0"
CURVE DESC.:CURVE CNTR:
STA. 303+68.74,
6.50 LT
STA. 303+73.06,
16.37 LT
4"± (MATCH EX.)±
STA. 303+67.21,
64.50 RT
STA. 303+71.58,
57.80 RT
L=10.47'
R=15.00'
Δ=40° 00' 00"
L=23.09'
R=40.00'
Δ=33° 04' 37"
L=12.56'
R=32.00'
Δ=22° 29' 00"
L=7.68'
R=10.00'
Δ=44° 00' 37"
L=4.13'
R=5.00'
Δ=47° 19' 22"
STA. 303+57.38,
3.30 RT
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
CURB_RAMPS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
R
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N
T
O
N
\
2
5
4
6
2
s
c
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l
a
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p
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0
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0
0
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6
4
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3
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29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
4
BW
00 5'10'2.5'5'
SCALE:1"=5'
CR-2
14
HO
Q
U
I
A
M
A
V
E
N
U
E
N
E
NE 5TH STREET
RAMP CONSTRUCTION NOTES
1.SEE CEMENT CONCRETE SIDEWALK AND JOINTS DETAIL,
SEE APPENDIX B.
2.SEE WSDOT STANDARD PLAN F-45.10-03 FOR DETECTABLE
WARNING SURFACE DETAILS. SEE APPENDIX C.
3.ONCE CURB STRING LINES AND/OR FORMS HAVE BEEN
SET BY THE CONTRACTOR THE CONTRACTING AGENCY
WILL REVIEW AND APPROVE THE CURB LINES PRIOR TO
POURING. THE CONTRACTOR SHALL ANTICIPATE FIELD
ADJUSTMENTS WILL BE REQUIRED AT NO ADDITIONAL
COST. THE CONTRACTOR SHALL STRUCTURE HIS BID
ACCORDINGLY.
4.CONFIRM ALL LOCATIONS OF BURIED FOUNDATIONS WITH
CONTRACTING AGENCY PRIOR TO FORMING.
GENERAL NOTES
1.CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP
LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER
DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT
THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP
LENGTH TO EXCEED 15-FEET.
2.RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% AND
LONGITUDINAL SLOPE SHALL NOT EXCEED 8.3% (UNLESS
NOTED OTHERWISE ON PLANS).
3.LANDING. CROSS SLOPES SHALL NOT EXCEED 2.0%
(UNLESS NOTED OTHERWISE ON PLANS).
4.DETECTABLE WARNING SURFACE. 2' MIN. ALONG
DIRECTION OF TRAVEL, TYP. FOR ALL APPLICATIONS.
5.PARALLEL CURB RAMP PER PLAN AND WSDOT STANDARD
PLAN F-40-12.03 (MOD). SEE SHEET RD-1.
6.PERPENDICULAR CURB RAMP PER PLAN AND WSDOT
STANDARD PLAN F-40.15-04 (MOD). SEE SHEET RD-1.
7.SIDEWALK GRADE TRANSITION SECTION, CROSS SLOPE
SHALL NOT EXCEED 2.0% AND RUNNING SLOPE SHALL NOT
EXCEED 5%.
ELECTRICAL NOTES
1.CONSTRUCT FOUNDATION AND INSTALL RRFB POLE,
ASSEMBLY AND SIGNS PER CITY OF RENTON STANDARD
PLANS 141.1, 141.2, 141.4 AND 141.5. FURNISH AND INSTALL
POLE TAG PER CITY OF RENTON STANDARD PLAN 139.
2.CONSTRUCT APS PEDESTRIAN PUSH BUTTON ASSEMBLY
ON NEW OR EXISTING POLE
3.FURNISH AND INSTALL RRFB ASSEMBLY ON NEW OR
EXISTING STREETLIGHT POLE PER DETAIL SHEET CR-4.
4.CONSTRUCT FOUNDATION AND INSTALL SERVICE CABINET
PER CITY OF RENTON STANDARD PLANS 122.1, 122.2 AND
126.1.
5.CONSTRUCT STREET LIGHT FOUNDATION AND INSTALL AN
ARTERIAL STREET DECORATIVE LUMINAIRE STREET LIGHT
POLE, WITH A 6-FOOT ARM AND LUMINAIRE PER CITY OF
RENTON STANDARD PLANS 115, 117.1, 117.1A, 117.1B, 117.3,
119, 120 AND 121. CONTACT SIGNAL MAINTENANCE SHOP
AT (425) 430-7423 TO OBTAIN POLE NUMBERING.
6.FURNISH AND INSTALL A JUNCTION BOX TYPE 1, PER
WSDOT STANDARD PLANS J-40.10-04 AND FOUNDATION
PLAN PAD PER CITY OF RENTON STANDARD PLAN 124.
JUNCTION BOX TYPE 1 LOCATED WITHIN WALKWAYS SHALL
HAVE SLIP RESISTANT LIDS.
7.CONTRACTOR TO COORDINATE WITH PUGET SOUND
ENERGY FOR NEW ELECTRICAL SERVICE METER.
8.CONDUIT/WIRE NOTE, SEE WIRE SCHEDULE ON PLAN
SHEET CR-4.
9.FURNISH AND INSTALL RISER CONDUIT, WEATHERHEAD ON
EXISTING UTILITY POLE. COORDINATE WITH PSE FOR THE
WIRING SERVICE METER.
1 2
3
3
7
4
1
4
6
2
26
3
7
EXISTING ASPHALT WEDGE
CURB / THICKENED EDGE
5
25
CURB
RETURN AND
RRFB PLAN -
SITE 2
8
8
8
8
EXISTING ASPHALT WEDGE
CURB / THICKENED EDGE
2
1
1
6/12/
2026
ELECTRICAL
NOTES REVISION
T
V
T
V
TV
TV
TV
TV
TV
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
S S S S S S S S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W W
W
W
W
W
W
W
W
W
W
W W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G
G G G G G G G
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
S
20
3
+
0
0
20
3
+
5
0
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
E
E
>
>
>
>
>
>
>
>
>
E E E E E E E E E
E
E
E
E
E
E
E E E E
F
F
F
F
F
F
F
F
F
F
F
F
F
60
61
62
63
64
65
66
67
68
69
70
71
72
73
7475
2.38%
1.15
%
0
.
9
1
%
0
.
9
1
%
1.
1
4
%
1.14
%
1.14
%
1.52%
1.50%
7.
7
5
%
0.5%
5.
2
0
%
1.
1
0
%
1.60%
1.25
%
0.
2
4
%
1.8%
3.4
%
1.60%
1.5
8
%
0.4
9
%
1.1
0
%
1.
0
0
%
2
.
0
%
1.
0
2
%
1.
1
2
%
1
.
9
0
%
1.47%
1.
2
2
%
0.
6
0
%
2.25%
1
.
6
0
%
2.64%
2.56%
1.62%
1.
2
%
2.08%
1.
2
2
%
4.26%
2.5%
2.54%
1.69%
1.
0
%
1.72%
1.2%
1.
0
9
%
7.
7
5
%
1.
1
%
1.18%
1.55%
1.50%
7.87%
7.93%
7.58%
1.
0
0
%
1.
0
0
%
1.5
6
%
1.37%
1.60%
10.21%3.55%
1.
0
0
%
1.49%
1.7%
1.
8
1
%
0.79%
7
.
0
7
%
4.3%
1.0
6
%
3.3
0
%
1.13%
2
.
0
5
%
2
.
0
2
%
2.93%
2" GAS
4"
G
A
S
5.00'
1.49
%
1.61%
1.81%
6.1'±
1.18%
1.05%
1.00%
1.1
3
%
1.12%
1.56%
1.12%
1.98%
1.97%
1.8
4
%
1.30%
2.20%
2.20
%
1.
9
6
%
1.
7
0
%
1.
7
0
%
2
.
0
5
%
2
.
0
8
%
2
.
0
1
%
2
.
6
3
%
2
.
6
3
%
2
.
0
2
%
1.
6
6
%
2.
3
0
%
116TH AVE AND 165TH ST INTERSECTION CURB TABLE
CURB PT:
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
POINT DESCRIPTION:
FLOWLINE, RAMP TOE, CURB END
FLOWLINE, RAMP TOP
FLOWLINE, PC
FLOWLINE, 1/2 Δ, RAMP TOP
FLOWLINE, PRC
FLOWLINE, 1/2 Δ
FLOWLINE, RAMP TOE, PCC
FLOWLINE, LANDING (LIP TOP)
FLOWLINE, LANDING (NO LIP)
FLOWLINE, LANDING (NO LIP), PCC
FLOWLINE, LANDING (NO LIP)
FLOWLINE, LANDING (NO LIP)
FLOWLINE, LIP TOP
FLOWLINE
FLOWLINE, PT, LIP TOP
FLOWLINE, CURB END
STATION:
203+02.50
203+10.00
203+11.00
203+13.88
203+16.06
203+18.50
203+21.12
203+24.09
203+26.08
203+30.97
203+35.16
203+38.51
203+39.59
203+40.56
203+41.00
203+41.00
OFFSET:
21.25' LT
21.25' LT
21.25' LT
20.83' LT
19.88' LT
18.85' LT
18.50' LT
18.57' LT
18.71' LT
19.31' LT
20.86' LT
23.83' LT
25.51' LT
27.95' LT
31.12' LT
33.12' LT
FLOWLINE EL.:
466.69
466.78
466.79
466.82
466.86
466.92
466.96
466.99
467.02
467.07
467.11
467.16
467.18
467.22
467.30
467.35
CURB HEIGHT:
0.0"
6.0"
6.0"
6.0"
4.2"
2.3"
0.5"
0.0"
0.0"
0.0"
0.0"
0.0"
0.5"
0.5"
0.5"
0.0"
CURVE DESC.:CURVE CNTR:
STA. 203+21.12,
28.50 LT
STA. 203+21.12,
78.50 LT
STA. 203+29.00,
31.15 LT
L=5.31'
R=10.00'
Δ=30° 24' 06"
L=9.89'
R=60.00'
Δ=9° 26' 23"
L=16.84'
R=12.00'
Δ=80° 23' 55"
L=5.31'
R=10.00'
Δ=30° 24' 06"
STA. 203+11.00,
11.25 LT
FILE:
DRAWN BY:
CHECKED BY:
ISSUE DATE:
APPROVED BY:
G & O JOB NO.:25462.00
MAY 2026
CURB_RAMPS.DWG
1130 RAINIER AVENUE SOUTH,
SUITE 300
SEATTLE, WASHINGTON 98144
(206) 284-0860
m:
\
R
E
N
T
O
N
\
2
5
4
6
2
s
c
h
o
o
l
a
n
d
p
e
d
x
i
n
g
2
\
0
0
0
0
G
&
O
\
P
l
a
n
s
e
t
\
C
i
v
i
l
\
C
U
R
B
_
R
A
M
P
S
.
d
w
g
,
6/
1
2
/
2
0
2
6
4
:
3
7
P
M
,
BR
Y
A
N
W
A
N
G
29
REVISIONDATENo.
DESIGNER:
ISSUED FOR:PRELIMINARY,
NOT FOR CONSTRUCTION
SHEET:
DRAWING:
OF:
OF:
0 1"2"
TWO INCHES AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
CITY OF RENTON
RENTON SCHOOL
AND PEDESTRIAN
CROSSING NO. 2
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
JA
BW
TLS
4
BW
00 5'10'2.5'5'
SCALE:1"=5'
CR-3
15
11
6
T
H
A
V
E
N
U
E
S
E
SE 165TH STREET
RAMP CONSTRUCTION NOTES
1.SEE CEMENT CONCRETE SIDEWALK AND JOINTS DETAIL,
SEE APPENDIX B.
2.SEE WSDOT STANDARD PLAN F-45.10-03 FOR DETECTABLE
WARNING SURFACE DETAILS. SEE APPENDIX C.
3.ONCE CURB STRING LINES AND/OR FORMS HAVE BEEN
SET BY THE CONTRACTOR THE CONTRACTING AGENCY
WILL REVIEW AND APPROVE THE CURB LINES PRIOR TO
POURING. THE CONTRACTOR SHALL ANTICIPATE FIELD
ADJUSTMENTS WILL BE REQUIRED AT NO ADDITIONAL
COST. THE CONTRACTOR SHALL STRUCTURE HIS BID
ACCORDINGLY.
4.CONFIRM ALL LOCATIONS OF BURIED FOUNDATIONS WITH
CONTRACTING AGENCY PRIOR TO FORMING.
GENERAL NOTES
1.CONTRACTOR TO FIELD VERIFY AND ADJUST RAMP
LENGTH TO MEET RAMP SLOPE REQUIREMENTS PER
DETAILS. THE CURB RAMP MAXIMUM RUNNING SLOPE AT
THE BACK OF THE RAMP SHALL NOT REQUIRE THE RAMP
LENGTH TO EXCEED 15-FEET.
2.RAMP. CROSS SLOPE SHALL NOT EXCEED 2.0% AND
LONGITUDINAL SLOPE SHALL NOT EXCEED 8.3% (UNLESS
NOTED OTHERWISE ON PLANS).
3.LANDING. CROSS SLOPES SHALL NOT EXCEED 2.0%
(UNLESS NOTED OTHERWISE ON PLANS).
4.DETECTABLE WARNING SURFACE. 2' MIN. ALONG
DIRECTION OF TRAVEL, TYP. FOR ALL APPLICATIONS.
5.PARALLEL CURB RAMP PER PLAN AND WSDOT STANDARD
PLAN F-40-12.03 (MOD). SEE SHEET RD-1.
6.PERPENDICULAR CURB RAMP PER PLAN AND WSDOT
STANDARD PLAN F-40.15-04 (MOD). SEE SHEET RD-1.
7.SIDEWALK GRADE TRANSITION SECTION, CROSS SLOPE
SHALL NOT EXCEED 2.0% AND RUNNING SLOPE SHALL NOT
EXCEED 5%.
ELECTRICAL NOTES
1.CONSTRUCT FOUNDATION AND INSTALL RRFB POLE,
ASSEMBLY AND SIGNS PER CITY OF RENTON STANDARD
PLANS 141.1, 141.2, 141.4 AND 141.5. FURNISH AND INSTALL
POLE TAG PER CITY OF RENTON STANDARD PLAN 139.
2.CONSTRUCT APS PEDESTRIAN PUSH BUTTON ASSEMBLY
ON NEW OR EXISTING POLE
3.FURNISH AND INSTALL RRFB ASSEMBLY ON NEW OR
EXISTING STREETLIGHT POLE PER DETAIL SHEET CR-4.
4.CONSTRUCT FOUNDATION AND INSTALL SERVICE CABINET
PER CITY OF RENTON STANDARD PLANS 122.1, 122.2 AND
126.1.
5.CONSTRUCT STREET LIGHT FOUNDATION AND INSTALL AN
ARTERIAL STREET DECORATIVE LUMINAIRE STREET LIGHT
POLE, WITH A 6-FOOT ARM AND LUMINAIRE PER CITY OF
RENTON STANDARD PLANS 115, 117.1, 117.1A, 117.1B, 117.3,
119, 120 AND 121. CONTACT SIGNAL MAINTENANCE SHOP
AT (425) 430-7423 TO OBTAIN POLE NUMBERING.
6.FURNISH AND INSTALL A JUNCTION BOX TYPE 1, PER
WSDOT STANDARD PLANS J-40.10-04 AND FOUNDATION
PLAN PAD PER CITY OF RENTON STANDARD PLAN 124.
JUNCTION BOX TYPE 1 LOCATED WITHIN WALKWAYS SHALL
HAVE SLIP RESISTANT LIDS.
7.CONTRACTOR TO COORDINATE WITH PUGET SOUND
ENERGY FOR NEW ELECTRICAL SERVICE METER.
8.CONDUIT/WIRE NOTE, SEE WIRE SCHEDULE ON PLAN
SHEET CR-4.
9.FURNISH AND INSTALL RISER CONDUIT, WEATHERHEAD ON
EXISTING UTILITY POLE. COORDINATE WITH PSE FOR THE
WIRING SERVICE METER.
4
6
2
25
1
3
7
4
CURB
RETURN AND
RRFB PLAN -
SITE 3
1
9
86
8
4 7
8 8
8
8
SERVICE CABINET NO. 11517
1
1
6/12/
2026
ELECTRICAL
NOTES REVISION