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DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454 0220
APPROVED FOR CONSTRUCTION
CITY OF RENTON
CITY OF RENTON
• FEDERAL AID NUMBER: ARRA-0167(044)
SW 7th St
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NTS
SURVEYED:
1--1--------------1--...L-..L-loeioESiiGNIGNmED,----i sCALE, NTSA.O'BRIEN
DRAWN: Y.JIANG
CHECKED: I ONE INCH I 1---r-------------,-,-,-L___:R.:::.M::::E:.:.YE:::R.:__J ,r'TN.W'iiN�H I SCALE ACCORDINGLY
VERTICAL: NAVO 1988 HORIZONTAL..: NAO 1983/1991 CITY OF RENTON
Public Works Dept.
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
RAINIER AVES (SR 167) IMPROVEMENTS PROJECT PHAS E 1 SHATTUCK AVES STORMWATER BYPASS
TITLE SHEET AND VICINITY MAP
FIELDBOOK:
PAGE:
VM01
SHEET, 1 OF, 48 ci. 1---1--------------+----1---4-----I APPROVED, FED AID NO.: ARRA-0167(044)
� ______________________ ..... _____________ .....__N_o._._ _____ R_EV_1s ... 1o_N _____ ......_B-Y ..i..;D-AT�E..a..;.;A-PP-R...__R_.M_E_YE_R_..._ ___ ...... ____ ..._ _________ ...1., _________________ ....,11,...., __ .....D-273426
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INDEX OF DRAWINGS
SHEET DRAWING NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
33A
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 5600 FAX: (425) 454 0220
NO.
VM01
IN01
LG01
AL01
AL02
AL03
RS01
RS02
RS03
RS04
RS05
SP01
SP02
SP03
RP01
RP02
RP03
RD01
RD02
RD03
ST01
ST02
ST03
ST04
ST05
ST06
ST07
SG01
SG02
SG03
SG04
SD01
SD02
SD02A
SD03
SD04
SD05
SD06
SD07
SD08
SD09
TS01
TS02
TS03
TS04
LS01
LS02
LS03
LS04
DRAWING TITLE
TITLE SHEET AND VICINITY MAP
INDEX OF DRAWINGS AND GENERAL NOTES
LEGEND AND ABBREVIATIONS
ALIGNMENT/RIGHT OF WAY STA 10+00 TO 13+50
ALIGNMENT/RIGHT OF WAY STA 13+50 TO 17+50
ALIGNMENT/RIGHT OF WAY STA 17+50 TO 22+33
TYPICAL SECTIONS 1 OF 5
TYPICAL SECTIONS 2 OF 5
TYPICAL SECTIONS 3 OF 5
TYPICAL SECTIONS 4 OF 5
TYPICAL SECTIONS 5 OF 5
SITE PREPARATION/EROSION CONTROL STA 10+00 TO 13+50
SITE PREPARATION/EROSION CONTROL STA 13+50 TO 17+50
SITE PREPARATION/EROSION CONTROL STA 17+50 TO 22+33
ROADWAY PLAN AND PROFILE STA 10+00 TO 13+50
ROADWAY PLAN AND PROFILE STA 13+50 TO 17+50
ROADWAY PLAN AND PROFILE STA 17+50 TO 22+33
PAVING DETAILS
ROADWAY DETAILS
INTERSECTION DETAILS
SACRIFICIAL BEAM ELEVATION, PLAN AND SECTION
HEIGHT DETECTION WARNING SYSTEM ELEVATION AND PLAN
FOUNDATION DETAILS
PAVEMENT DETAILS
STEEL CONNECTION DETAILS 1 OF 3
STEEL CONNECTION DETAILS 2 OF 3
STEEL CONNECTION DETAILS 3 OF 3
SIGNING AND STRIPING PLAN STA 10+00 TO 13+50
SIGNING AND STRIPING PLAN STA 13+50 TO 17+50
SIGNING AND STRIPING PLAN STA 17+50 TO 22+33
SIGNING AND STRIPING DETAILS
STORM DRAINAGE AND UTILITIES PLAN AND PROFILE STA 10+00
STORM DRAINAGE AND UTILITIES PLAN AND PROFILE STA 13+50
WATER REVISION
STORM DRAINAGE AND UTILITIES PLAN AND PROFILE STA 17+50
STORM DRAINAGE AND UTILITIES PROFILES AND SECTIONS
STORM DRAINAGE AND UTILITIES PROFILES AND SECTIONS
STORM DRAINAGE AND UTILITIES DETAILS
STORM DRAINAGE AND UTILITIES DETAILS
STORM DRAINAGE AND UTILITIES DETAILS
FIBER OPTIC PLAN
TRAFFIC SYSTEM AND WARNING LIGHT SYSTEM
HEIGHT DETECTION WARNING SYSTEM ELEVATION AND PLAN
SACRIFICIAL BEAM, LED FLASHING BEACON CONTROL ASSEMBLY
RAILROAD STRUCTURE WARNING LIGHT SYSTEM
LANDSCAPE GRADING PLAN
PLANTING PLAN
HARDSCAPE DETAILS
LANDSCAPE DETAILS
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
NO.
GENERAL NOTES:
1.UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE AND AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES AND AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES.
2.CALLOUTS REFERING TO WSDOT STANDARD SPECIFICATIONS SHALL MEAN TO REFER TO WSDOT
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2008 (M41-10).
PROJECT CONTROL:
HORIZONTAL:
HORIZONTAL CONTROL IS BASED ON THE WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH
ZONE (1983/91, US SURVEY FEET). THE SCALE FACTOR IN THIS REGION IS VERY CLOSE TO 1 AND WOULD BE NEARLY NEGLIGABLE OVER THE LENGTH OF THIS PROJECT, SO NO SCALE FACTOR WAS APPLIED.
PRIMARY CONTROL POINTS:
CITY OF RENTON POINT #1898
LOCATION: FOUND 1.5" R.R SPIKE WITH PUNCH MARK IN ROAD SURFACE AT INTERSECTION OF SHATTUCK AVE S. AND S. 6TH ST. MONUMENT: R.R. SPIKE WITH PUNCH MK. NORTHING: 176,367.35 EASTING: 1,299,156.69
MONUMENT CASE AND COVER (SHATTUCK AVE.)
LOCATION: FOUND MONUMENT CASE AND COVER IN ROAD SURFACE SOUTH OF INTERSECTION OF SHATTUCK AVE. AND S. 4TH PL.
NORTHING: 176,927.97 EASTING: 1,299,169.41
TO 13+50
TO 17+50
TO 22+33
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
SURVEYED: RAI NIER AVES (S R 167) �·�=
=, NTS VERTICAL: NAVO 1988 IMPROVEMENTS PROJECT DESIGNED: HORIZONTAL.: NAO 19S3/1991 ' Y.JIANG SR CITY OF PHASE 1 PAGE:
DRAWN: RENTON SHATTUCK AVES ST O RMWATER BYPASS Y.JIANG I�•�•"'•� .. �: DATUM INDEX OF DRAWINGS IN01CHECKED: I ONE INCH I Public Works Dept. A.LASZLO AT FULL SCALE IF NOT ONE INCH AND GENERAL NOTES
APPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA-0167(044) SHEET: L OF: 4-0
A.MEYERREVISION BY DATE APPR
D -2 7 3 4 2 6
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30'
OJ 0 VARIES
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STA 21+21.77 TO STA 22+33
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STA 39+29.21 TO STA 39+ 72.86
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STA 50+00 TO STA 50+40.77
GENERAL NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS
SURVEYED:
APPROVED FOR CONSTRUCTION o---t--------------+---1-----1------.0 DESIGNED: SCALE, NTS VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 Y.JIANG
--�
NOTES: MATCH EXISTING PAV EMENT GRADENOT USED SEE DWG RD03 FOR PAVEMENT ELEVATION GRADES
AND CURB LOCATIONS MATCH EXISTING GUTTER PAN FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS OF PAV EMENT IF LESS THAN 8" SAWCUT MATCH EXISTING PAV EMENT SURFACESEAL W/ CSS-1 ASPHALT NOT USED SLOPE NOT TO EXCEED 3: 1.
SURFACING LEGEND: 0 HMA CL. 1/2 IN. PG 64-22 SURFACE COURSE0 HMA CL. 1 /2 IN. PG 64-22 BASE COURSE0 CRUSHED SURFACING TOP COURSEr;\ CEMENT CONC. SIDEWALK/PER RENTON STANDARD � PLAN DWG F-005 ©CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL SEE DWG RD02 @ PLANING BITUMINOUS PAVEMENT
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
RAI NIER AVES (S R 167) IMPROVEMENTS PROJECT PHASE 1 FIELDBOOK:
PAGE: DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750 DRAWN: Y.JIANG
CITY OF RENTON SHATTUCK AVES ST ORMWATER BYPASS I Ul'{AWING rtu: 2 BEll.EVUE, WASHINGTON 98004 CHECKED·. I ONE INCH I OCl• PHONE: IA'.)J{I 454 5600 FAX: '425) 454 0220 CITY OF RENTON DATE • •
N ,-, � r--r------------,-r-1--L___:R::::.M:::E:..:.:vE�R:___j lT.tii''-1,.�"i'.'tH---o SCALE ACCORDINGLY � 1---1--------------------1---=··'
DATUM
Public Works Dept. TYPICAL SECTIONS RS05 50F5 FED AID NO.: ARRA-0167(044) SHEET, 1 1 OF, 48
" NO. REVISION BY DATE APPR A.MEYER(/)-----------------------------------------------=------.....1.....;.;....1,�;;..i.---.... ____ ....1, ____ ..... ___ ....1, _________ ...... __________________ .._ __ ..... D-273426
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*CONTRACTOR TO VERIFY NIPPLE LOCATION, PRIOR TO SIGN STRUCTURE FABRICATION.NO FIELD WELDING & DRILLING SHALL BE PERMITTED. ** HANDHOLD IS ONLY REQUIRED IF NIPPLE LOCATION IS GREATER THAN 1 '-6" FROMANOTHER HANDHOLE LOCATION.
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LOCATION COLUMN LOCATION
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SOUTH FRAME S-LINE STA 100+46.19, 18.88' LT S-LINE STA 100+52.00, 13.27' RT
NORTH FRAME S-LINE STA 101+41.93, 13.39' LT S-LINE STA 101 +55.09, 13.39' RT
DMJM HARRIS I AECOM APPROVED FOR CONSTRUCTION
10900 NE 8TH STREET, SUITE 750 BELLEWE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454 0220 CITY OF RENTON DATE
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42.50'
41.47'
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SPAN LENGTH (L)
SEE DIMENSION TABLE
HANDHOLE **
(TYP.) SEE ST07
HSS 6 X 6 X 3/8"
BEAM (TYP.)
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SOFFIC ELEVATION ISEE DIMENSION TABLE I
FOR CONDUIT
(TYP. AT HANGER) *
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BOT. OF BASEPLATE ELEV.
PROFILE GRADE AND PIVOT POINT
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BOTTOM OF H L BASE ft ELEV.
29.55' 13.37' 32.68'
28.52'13.37' 29.84'
SURVEYED:
o---+--------------_,_ _ _._ _ ___._ _ __. DESIGNED: SCALE, N.T.S. VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 s.ru
DRAWN:
--+----------------1-----1------1-----1 Y.JIANG
CITY OF RENTON
WARNING LIGHTSEE TRAFFICSYSTEMS DWGS
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BOT. OF BASEPLATE ELEV.
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(TYP.)
--HANDHOLE AS REQUIRED
W12-2 SEE DWG SG01 FOR LOCATIONSSEE DWG SG02 FOR DETAILS
HSS 6 X 6 X 3/8" POST (TYP.)
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(TYP.)ST06
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EXISTING 16" WATER LINE EAST SIDE OF STRUCTURE
SHAFT (TYP.) SEE DWG ST03
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
NOTES:
1.FOR GENERAL NOTES, SEE SHEET ST01 2.FOR CURB FACE DETAILS SEE DWG ST01
RAI NIER AVES (S R 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVES ST ORMWATER BYPASS
FIELDBOOK:
PAGE:
CHECKED: K.LINTS I ONE INCH IAT FULL SCALE Public Works Dept. HEIGHT DETECTION WARNING SYSTEM ST02 PLAN AND ELEVATION
ci_ --+----------------1-----1------1-----1 APPROVED:
IF NOT ONE INCH SCALE ACCORDINGLY FED AID NO.: ARRA-0167(044) " NO. REVISION BY DATE APPR R.MEYER
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DETAIL
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SECTION
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� DMJM HARRIS I AECOM APPROVED FOR CONSTRUCTION r-----+------------+---+------,1----_J-D--ESIS---N�TU-, ----lsCALE, NTS HDR;fD",J}��'"\91\'1991 A=!" CITY OF IMPRQVE�J�tROJECT
10900NE8THSTREET,SUITE750 a---t--------------+---+--+----1 DRAWK.MCBRIDE RENTON SHATTUCK AVES STORMWATER BYPASS2 BELLEWE, WASHINGTON 98004 oo PHONE: (425) 454-5600 FAX: (425) 454 0220 CITY OF RENTON DATE CHEK�LINTS I ,,°��IN��UE I Public Works Dept. STEEL CONNECTION DETAILS "' "NOT ONE INCH 1 OF 3 SCAUE ACCORDINGLY
FIELDBOOK: PAGE:
STOS
ci_ t--+--------------+---+--+---1 APPROVED, FED AID NO.: ARRA-0167(044)
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EB RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
� r-------------T----:'.:":":--1------------,-,-----------r---r-""T'"-'TTulsuRVEYED�,---,----,-----,r----------r-----=R:-:A'":':IN�lr=El"=R::""'A�V�E=-,=:S�{l'=S"=R�1:"':6�7�) ---......ilffl'!"'"---1
� DMJM HARRIS I AECOM APPROVED FOR CONSTRUCTION r----+-------------+---+-------,f-----1 0S�TU SCALE, NTS HDR:fo'm��'"\.1\'1991 A " CITY OF IMPRQVE�J�tROJECT
10900NE8THSTREET,SUITE750 DRAWN RENTON SHATTUCK AVES STORMWATER BYPASS2 BELLEWE, WASHINGTON 98004 a----t--------------+--+--+---1 Y.JIANG
00 PHONE: (425) 454-5600 FAX: (425) 454 0220 CITY OF RENTON DATE CHK�LINTS I AT 0��,N��LE I Public Works Dept. STEEL CQNN
2
E
0
C
F
T
3
ION DETAILS
N IF NOT ONE INCH
FIELDBOOK: PAGE:
ST06
,.: t---+-------------�-+---+----1 APPROVED: SCALE ACCORDINGLY ( � FED AID NO.: ARRA-0167 044) � _________________ ..._ _____ ...... _______________ .a...;N.;,;;O;;.. . ..i... ____ ....;R�EV�l,;;;,SIO,;;;,N;.... ____ ....1...;B;:,.:.Y....1.�D:;;,;AT,:;.E..i..:;;A:;.:PP;.:.:R..L.;.;R;.;. M;;;:EYE:.;,,:;R;.;..._..L----L----L---------....JI.... ___________________ ...... ___ .JD-273426
""" 0 (!J ff) I I-
"' ;: ""CJ "' 0 c., (f) I f-./ +-' Q) Q) .c (f) ./"'� :, m I "'
0 <{ u ./ -" u :, +-' +-' 0 .c (f) ./ ..Q 0 a:: ./ c., z w z c., ui w 0
�a:: 0 0.. (f) z <{ a::
CURB LANE
CURB AND TIRE TRACKS GUTTER (TYP.)
CURB LANE
0 �
8" (TYP.)-STRIPE --I i--8" (TYP.)-OPEN--I i--8" (TYP.)-STRIPE
CURB AND GUTTER
TYPICAL 2-LANE ROADWAY CONFIGURATION
YELLOW
FLASHER
30"
30" 8'-0''
R1-1 SIGN NO. 1-6 W12-2 SIGN NO. 11 AND 17
1 2"
NO PARKING
NORIH
OF HERE
MOD R7-301
18"
SIGN NO. 12 AND 23
48"
VEHICLES WITH TRAILERS
OR OVER 81 HEIGHT
OR OVER 60"
10,000 LBS
MUST
24"24"
SPEED LIMIT
30" 30"
R2-1 R4-7 SIGN NO. 15 AND 16 SIGN NO. 20 AND 21
84"
8 FT O IN 24"
W12-301 SIGN NO. 13 AND 14
48" 48"
VEHICLES VEHICLES WITH TRAILERS WITH TRAILERS
OR OVER OR OVER 8 1 HEIGHT 81 HEIGHT
OR OVER 60" OR OVER 60"
10,000 LBS 10,000 LBS
MUST PROHIBITED f-TURN LEFT TURN RIGHT ./ � C 0 'iii '> 0 ,:: I RECORD DRAWINGS
SEPTEMBER 2010 "' BASED ON CONTRACTOR'S 0 C Q) RECORDS L 0 0 (f) 0
� DMJM HARRIS I AECOM
ci_
10900 NE 8TH STREET, SUITE 750 BELLEWE, WASHINGTON 98004 PHONE: (425) 454-5600 FAX: (425) 454 0220
APPROVED FOR CONSTRUCTION
CITY OF RENTON DATE
R4-302 MOD C SIGN NO. 19 AND 22
SURVEYED:
1-----+------------+---+-----+----0 DESIGNED: Y.JIANG
DRAWN: Y.JIANG
SCALE, NTS
CHECKED: I ONE INCH I A LASZLO AT FULL SCALE .----i-------------t---r----t-1----=· :::::::::.......a IF NOT ONE INCH l--t--------------+-----1 APPROVED: SCALE ACCORDINGLY
R4-302 MOD B SIGN NO. 8 AND 9
VERTICAL: NAVO 1988 HORIZONTAL: NAO 1983/1991 AID CITYOF� RENTON
Public Works Dept.
FED AID NO.: ARRA-0167(044)
R4-302 MOD A SIGN NO. 10 AND 18
RAI NIER AVES (S R 167) IMPROVEMENTS PROJECT PHASE 1 FIELDBOOK:
PAGE:
SHATTUCK AVE S ST ORMWATER BYPASS .........,,,...,,,..---t
SIGNING AND STRIPING DETAILS SG04
" NO. REVISION BY DATE APPR A.MEYER(f)-------------------------------------------------------------------------......--................. ""l""""I D-273426