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DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1 F5959
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�cY o� SERVICE CABINET T .PLAN - 122.1
���� PUBLIC WORKS ��ppPR�,OV D: g 2021 14:
p� DEPARTMENT MaEtll1aStUCT1��
F N T 8BB131FD98B449D... DATE
DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F
CURB LANE LANE LANE CURB LANE
6' MIN. (TYP.)
TIRE TRACKS
CROSSWALK MARKINGS,
(TYP•)
SEE NOTE 1(TYP.)
CONCRETE CURB
$GUTTER (TYP.)
LANE E
LINE LINE
WHITE CROSSWALK CENTERED CENTERED 8'
MARKINGS (TYP.) IN IN (TYP.)
LANE LANE
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(TYP.)
0
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WHITE STOP BAR FOR HAWK SIGNAL
AND RECTANGULAR RAPID FLASHING
BEACONS (RRFB), SEE NOTE 3
PIANO STYLE CROSSWALK
PLAN $ PROFILE VIEWS
NOTES:
1. PIANO STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT MARKED MID -BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 128 FOR
ALL OTHER LOCATIONS.
2. PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109.
3. 16' WIDE WHITE STOP BARS SHALL BE INSTALLED WHEN A HAWK SIGNAL OR RECTANGULAR RAPID FLASHING BEACONS (RRFB) ARE
PRESENT AT A MID -BLOCK CROSSING. OTHERWISE, NO STOP BARS SHALL BE INSTALLED.
4. TO MINIMIZE WEAR, CROSSWALK MARKINGS SHALL BE LOCATED IN THE CENTER OF THE TRAVELLED PORTION OF THE LANE.
\�Y o
MID —BLOCK CROSSWALK AND STOP
STD. PLAN-
127
APPROVED:
. � . PUBLIC WORKS
BAR PAVEMENT MARKINGS
DEPARTMENT
7/27/2022
Martin Pastucha
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DATE
31
5:4,
DETAILS
OF
BLUE ORIGIN RENTON ROAD IMPROVEMENTS
A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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MAIETAL POLE OR LUMINAIRE
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GALVANIZED WASHERS.
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NOTES
I. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS
TI•IAT ARE �N COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE SASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED
2- A 2- (11N) POST NTH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2' (IN) P55T ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE SIEI`t POST 5HALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4_ USE ONLY BASE CONNECTION MANUFACTURER SUPPLIEZ)
HARDWARE 1HAT BEETS THE REQUIREMENTS OF WSDDI
STANDARD SPECIFICATIONS 0-06 AND 9-28,
EDGE OF TRAVELED
ROADWAY
90
3ol
FOR REF LECTORIT_ED S}GNS_ L4041NT
FAVNG 3'(degree) OUTWARD IF SIGN
IS 91A74IN 30 FEET OF ROADWAY
SIGN rACE ORIENTATION
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r �
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5'GN POST
o r
' LOWER SIGN • 0 841 B" IH CORNS l r
05T SUPPORT 3/�IfY} fLA�i@t7�
SFIOULbER COLT WITH
NU 1 AND WASHERS -
2 REOUIRED (TYP1
BOLT STOP
PosT
TYPF SF-4 AiGN $UPPORT
LOWED SIGN POST SUPPORT - 2.25"
(IN), 7-GAGE, HOT -DIP CALV,,
Ily- HEAVY-DUTY ANCHOR
f A1.
COMM EROAL CONCRETE
IIOI111i9`IIIIN ON #IIILTAL POST
SIGN MOUNTING ON SINGLE STD_ PLAN- 129
PUBUC WORKS APPROVED
a :
t DEPARTMENT�rIE'�'AL I='OS'I`
(ADOPTED) 617— the
REVISION
SURVEYED:
BCE
DESIGNED:
LAB/DVB/TDR
DRAWN:
LAB/DVB/TDR
CHECKED:
DR/GRL
DATE APPR APPROVED:
EMs
DocuSign Enuat" ID: 5D3OaA1A-2041) 48ES-BB23-$A2$34$BS85E
GENERAL NOTES-
1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF
THE SURFACE LEVEE FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE
POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL HE PROVIDED TO BE ON LEVEL GRADE
ONCE CONSTRUCTION IS COMPLETE.
1 ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION
LIMITS SHALL MEET CURRENT ADA STANDARDS(LE, 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 DOTES STD. PLAN - 135
#'r PUHLIC WORKS
I. 11+ DEPARTMENT GO 4 EDAZ3/13/2019 1 4
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T-423604
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ` TRANSPORTATION OPERATION
Scott Warlick 4/7/2023
cbarnes 04/20/2023 w
SCALE: _ RRFB ILLUMINATION & PAVEMENT MARKING PLAN DA03/31/202
1 "— 20 � HORIZONTAL: NAD D1963/1991 CITY 0 F
BLUE ORIGIN RENTON FIELDBOOK:===
RENTON
PAGE:
• ROAD IMPROVEMENTS DRAWING NO:
AT FULL VR
I ONE NCALE CH I DATUM Planning/Building/Public Works Dept. INTERSECTION OF MAPLE AVENUE S.W AND 22334
IF NOT ONE INCH SCALE ACCORDINGLY S.W. 16TH STREET, RENTON, WA, 98057
TS-04 SHEEP: 4 OF:
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