HomeMy WebLinkAboutT-425501bVJ
NN I TOP OF SLOPE (TYP)
APN g51099iR
Ch — TRAUI'A
(CRITICAL AREI
1Z).2
I APN g51NGyHUo 0
ZNI1P
NE 14TH PL
1 I �17
—
I
0
10
A pOMINIK9KU 00 r
� � L
I � I-
ONE 14TH CT L
APN gSjoON A E2 I II
0 INSTALL I "NO PARKING " L
SIGNS ON BOTH SIDES x
OF ROW 1-6 (TYR),
SEE SIGN DETAILS, ,
THIS SHEET.
Ni E 14TH ST _
L
9 0p30
API,
P
O g5j0 OMEN
EIDI K
I
v �
x I
xQll��
30
P011Y OE REN10N jl
�80-0050 TRACT L
pPNJENNIFER LE (CRITICAL AREA)
V ;
�x
\` ..
EXISTING TREE
TO BE SA VED �� �\ � O
y—
�RACTM
�� I %PF/V SPACE)
5-9046
AI N 042'0 WONG
O'
WO PARKING" SIGN
PER DETAIL, THIS SHEET \ -
(TYP)
9,, 4
APN 042E5Y VO
PNUON
I
TRACT N
APN 0423aADWIN 2 (OPEN SPACE)
JAMES
INSTALL 3 MAX/FORCE
COLLAPSIBLE BOLLARDS
PER DETAIL, SHEET C3.43.
0
W
z
Uj
W
Q
z
0
x
11
�NIM
(STORM DRAINAGE)
L
me�w�
D
K
17J
0
ROW 3
TRACT H
:RIACAL AREA of
TOP OF SLOPE (TYP)
15' BLDG
SETBACK (TYP)
15' BUFFER (TYP)
.��
I APNY pROPER1E55LLO
pALPP
I
z
FIRE TRUCK TURNAROUND p4230E' LLO
�. APN PROPER
_.. _ (TYP) OALPPY
JDSNEN1 No
- ESS & UT - , . �; ..r:=,.- TRACTS ;1,�.1L T INE LADLND,3002
OI,Y O NOE LN NO O 0 5082 p0009
_ .1. — — — LL.P• REC.
INSTALL 'NO PARKING"
SIGNS ON BOTH SIDES
OF ROW 1-6 (TYP.),
_— SEE SIGN DETAILS,
THIS SHEET.
.i ---- f ---- ----- p42305 A?E5 LLG
PPN
n pALPAY
x :~TRACT 0
'(OPFN 4PArF
PROJECT
STOP SIGN STOP BAR I BOUNDARY
PER C.O.R. STD PLAN 109, (TYP)
SEE THIS SHEET
1 _ 280(25 MPH)
d INTERSECTION SIGHT
DISTANCE TRIANGLE
-�4- - -
EXISTING STREET SIGNS Q l
ALONG THE NORTH SIDE OF a l
NE 12TH STREET SHALL BE —
RELOCATED AS NEEDED W
z
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
it
DocuSign Envelope ID: 5D308A1A-204D-48E8-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.
Gtit Y O� TRANSPORTATION NOTES STD. PLAN — 135
PUBLIC WORKS —APPROVED:
f Pi • DEPARTMENT GqZ 3/13/2019 ! 4
DATE
:1
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK
MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT
INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
M-3.10-04 LEFT TURN CHANNELIZATION
M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS
M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES
M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION
M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION
M-5.10-03 RIGHT TURN CHANNELIZATION
M-9.50-02 BICYCLE LANE SYMBOL LAYOUT
M-9.60-00 SHARED - USE PATH MARKINGS
M-11.10-03 RAILROAD CROSSING LAYOUT
M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS
M-20.10-03 LONGITUDINAL MARKING PATTERNS
M-20.30-04 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS
M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES
M-24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS
M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS
M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS
LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE
(MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC
WORKS/TRANSPORTATION.
SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS
WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR
WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON
PUBLIC WORKS/TRANSPORTATION.
PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE
(MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS
OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN
3M 50150 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS,
CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR
APPROVED EQUAL.
LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR
UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION.
LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS
SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED,
LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING
SUBSTITUTION W/RAISED PAVEMENT MARKERS.
PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE
LESS THAN 500 F.
�\ y o PAVEMENT MARKING NOTES STD. PLAN— 109
+ PUBLIC WORKS D
p DEPARTMENT MartnPpOasVEVED: tucha 7/27/2022
F NSO
DATE
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY DATE APPR
ROLL/ HEA l/R/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
A
SCALE: 1" = 50'
0 25 50 100
LEGEND
150' OR LESS HOSE PULL ROUTE
F/RE TRUCK TURNAROUND
A "NO PARKING" SIGN
R-1 STOP SIGN
W/ SREET NAME SIGN A TOP
STREET LIGHT
FIRE
LANE
MUTCD SIGN R8—,3 (MOD/F/ED) OR/ENT NO PARK/NG SIGN A T 45 DEGREES FROM
STREET. NOTE NO PARKING SIGNS TO BE BANDED TO STREET LIGHT POLE (WHERE
APPLICABLE) USING BLACK COATED BRACKETS TO MATCH STREET LIGHT POLE
COLOR, AT 100' SEPARATION BETWEEN SIGNS. USE DOUBLE ARROW NO PARKING
SIGNS AT ALL LOCATIONS EXCEPT ON STOP SIGN OR WHERE INDICATED ON PLANS.
NO PARKING SIGN DETAILS
NOT TO SCALE
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
T-425501 R-425540
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
SIGNA GE. CHANNELIZA T/ON &
FIRE DEPARTMENT SITE PLAN
0
O
0
O
N
v
0
O
N
N
N
ODATE:
01111202J
FIELDeo
PAGE
DRAWING NO:
C8.01
SHEET: OF:
64 93
CONSTRUCTION RECORD DRA WINGS