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DESIGNED:
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LTK 9/8/17 HMD
LTK 7/18/17
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BY DATE
APPR
APPROVED:
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SIDEWALK N OTE
F�NO�S see STD, P`AN104.2
DEPRESSED SIDEWALK NOT REQUIRED
BECAUSE PLANTER STRIP IS 8 FEET WIDE.
SEE DETAIL 7 ON C1.10 FOR NOTES AND
ADDITIONAL DETAILS.
STD. PLAN - 104A
PUBLIC WORKS CEMENT CONCRETE DRIVEAY
t'..J DEPART9+IENT ENTRANCE - TYPES CID, C2B,
CMB, and C>NI,XB (WITH EI:111FFEit;
\ DRIVEWAY ENTRANCE
TYPICAL INSTALLATION
Know what's below.
Call 48 hours before you dig.
N TS
STREET SIGN
NTS
1.5
NOTES:
1. SIGNS SHALL BE WHITE LETTERING ON GREEN
BACKGROUND WITH A 0.3" (IN) BORDER,
DOUBLE SIDED.
2. SIGN BLADE SHALL BE 8" FLAT ALUMINUM,
TREATED, 0.080 GAUGE.
3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY
PRISMATIC OR APPROVED EQUAL.
4. LETTERING SHALL BE CUT FROM 3M
ELECTROCUT (EC) FILM SERIES 1170 OR
APPROVED EQUAL.
5. FONT SHALL BE FHWA C2000EX UPPER AND
LOWER CASE PER SECTION 2D.43 OF THE
M.U.T.C.D.
6. POST SHALL BE MINIMUM OF 2"X2" SQUARE
TUBE. SEE STANDARD DETAIL 129 FOR
INSTALLATION DETAILS.
D CO
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1 1
1 V DETAIL
I
a
X92 �
R2.4�
1�
4' /
STRIPED NOSING
STATION= 14+12.44
PLANTER STRIP
9.5'
DEDICATION
/ 8 8
00/
2%
4
1F_ -----
� � � �_I I I -III -III -i 11-1 11-1 11- 11-1 I
/ 1 2
I �
4" CONCRETE SIDEWALK
I I PER COR STD PLAN 102
EX PAVEMENT
39.5'
22' -
0.5'
5' 11'
BIKE �~ TRAVEL
I
51
1' MIN SAWCUT & SEAL
I ! VERTICAL CURB & GUTTER
I I b o PER COR STD. PLAN 101
8" HMA CL 1/2
I I NOTE: SEE SHEET C1.10 SUBGRADE
FOR COR STD PLANS 2 CSTC OVER
Y d
--- I I STA 13+13.50
1 I I END CURB, GUTTER & SIDEWALK - - - -7 - - - -
PROVIDE 6' ADA RAMP PER WSDOT F-45,10.02
738 SF I ° 5ASPHALT PATH
I ' \
#1952 I RAISED PAVEMENT
I I b MARKERS. 4" RPMS SIDE BY 4 5 ( TO EX EDGE OF I
2 - - SIDE FOR 8" WIDE STRIPE C1.9 C1.9 PAVEMENT I
Z I it
738 SF 1� 1 PROVIDE SMOOTH
#1958 I STA 12+79, 27.5'L T. . .
ed . '8e 1f 001 I RELOCATED STREET LIGHT I ,� TRANSITION TO MATCH
O �I I I FG186 ... NEIGHBORS DRIVEWAY
3 15 UPHILL SIDEWALK WING I /
17 SF 8 d I /
964 TYPE 1 YY RPMS ®3 OC WITH EX EDGE OF
I e ' .. ..... ..
I TYPE 2YY RPMS EVERY 30' I/ G186 �... ASPHALT I I
.....
e
RELOCATE EX STREET LIGHT AND I I
......"............ 4':. o POWER HANDHOLE. COORD W/CITY ( °a
° A OF RENTON PUBLIC WORKS 1
...{.... d. .
"
.........
4" CSBC
SUNSET BOULEVARD NE
PAVEMENT RESTORATION 3
�::.:::. :.:.: ..... �'.... PER COR STD. PLAN H032.1 C1.6
,' I',',','. ',' .� d
d
.....
.....'..I.'.'.'..'.' '. e. ....
--- e
d 2 -WAY LEFT TURN ARROWS 3
..... ..
UP d b
PER COR STD. PLAN H006 C1.9
'
0 o a' I STA 12+47.97 1
vCDI - I CL 25' TYPE C213 DRIVEWAY
I PER COR STD. PLAN 104.4 C1.6
co I I PRIVATE ACCESS ROAD NAME 2
e
SIGN PER STD PLAN 134 C1.6
i' Oe I q MATCH EX TURN POCKET
..' I 121 00 I C1.6
e' 1�
:.. I TELCO PED. COORDINATE
as REPLACEMENT W/C-LINK DESIGN
d I
CONFIRM EX OH ELEC SERVICE IS INACTIVE
I AND COORD W/PSE FOR RE OVAL
e
I �
i
I b C137, TYPE 1L THRU CURB
STA 11+43.5, 21' L
I I RIM = 179.8 3
1.1
IE = 176.5
O I
8 I
REROUTE CONDUIT BEHIND CB.
SEE STREET LIGHTING PLAN, C4.1,
...
wb FOR UTILITY CONFLICT. COORD
.. RELOCATION W/PSE & CITY.
\ ® CONNECT TO EX SDMH
FIELD VERIFY AND MATCH EX OUTLET
DUNCANSON
Company, Inc.
145 SW 155th Street, Suite 102
Seattle, Washington 98166
Phone 206.244.4141
Fax 206.244.4455
PAVEMENT RESTORATION 3
I o C1.6
STA 11+36.67 4 5
b BEGIN CURB, GUTTER AND SIDEWALK 1.1 1.1
I PROVIDE 6' ADA RAMP PER WSDOT F-45,10.02
o EX FOG LINE
I
I EX EDGE ASPH
a
5 ADD TRENCH PVMT RESTORATION
4 ADD REFERENCES TO C1.10 FOR STD PLANS
3 PER CITY COMMENTS
2 PER RESUBMITTING SCREENING
1 1PER CITY COMMENTS
NO. REVISION
GRAPHIC SCALE
20 40
( IN FEET )
1" = 20' (22x34)
1" = 40' (11X17)
LTK 0/13/1
HMD
SURVEYED:
JMB
HMD 9/26/17
HMD
DESIGNED:
HMD
LTK 9/8/17 HMD
LTK 7/18/17
HMD
DRAWN:
HMD
LTK 17/12/17,
HMD
CHECKED:
HMD
BY DATE
APPR
APPROVED:
HMD
DETAIL
1 " = 10' (22x34)
..
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4a I.
O .\
'80
. X80
F�1� !I
�j ....
X96....
5 ASPHALT PATH
TO EX EDGE OF "
PAVEMENT -
14.7'
EX EDGE OF
T ASPHALT I
L
LU
TIL ROAD - - L -
DETAIL
*1
SCALE:
SEE PLANS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1 " = 10' (22x34)
NTS
2" CLAS
*2" TO 6" C
OR CI
IN MIN MIN MIN MI
IMN
2" CLASS `B'
I� 6.5' MIN. �I
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN MIN I MIN MIN
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
MODIFIED NOTES
MOMED NOTES
OF CURB OR
(1P PAVGAAPNIT
;ENTER LINE OR
ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ti p ADOPTED
CITY OF RENTON
.,
STANDARD PLANS
.t
LST DATE: 02/05
DWG, NAME: H032-1 SP PAGE: H032.1
PAVEMENT PATCH
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NTS
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PAVEMENT RESTORATION NOTE
FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT-OF-WAY,
PAVEMENT RESTORATION SHALL BE DONE AS PER CITY OF RENTON
STANDARD TRENCH RESTORATION AND STREET OVERLAY STANDARDS. C/)
SEE DETAIL 3 THIS SHEET. L1J
R-395706
IN COMPLIANCE WITH CITY OF RENTON STANDARDS >z
SURFACE WATER UTILITY 0
BENCHMARK IS "SMAI„ � DEVELOPMENT ENGINEERING �
NGS GPS CORS STATION. rstraka 10/19/2017 rnair 10/24/2017 Ld
ELEV = 449.6' 0
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DATE: 5/ 1 / 1
VERTICALNAVD 1988 • CITY O F SUNSET'S EDGE TO WN H O M E S
HORIZONTAL NAD 1983/1991
1;%R] ROADWAY AND DRAINAGE PLAN PEGLE800K: LIJ
RENTON U)
• DRAWING NO:
NAVD Planning/Building/Public Works Dept. 701-707 SUNSET BOULEVARD NE, RENTON, WA C1,6
SUNSET'S EDGE TOWNHOMES SHEET: 6 OF: qo
DCI PROJECT N0. 15375