HomeMy WebLinkAboutR-395706O
0
LLJ
u J
,it
i
W
H
N
J
J
W
Q
z
J
o
W
ca
�Q
zi
^ In 0
M M 0
��;c
M z
0
;�,c
z
� (
> Q
z
0
z
0
SIDEWALK NOTE
8�. P��� 13{-
DEPRESSED SIDEWALK NOT REQUIRED
BECAUSE PLANTER STRIP IS 8 FEET WIDE.
SEE DETAIL 7 ON C1.10 FOR NOTES AND
ADDITIONAL DETAILS.
I�Ui31'LitwEitrl>iNT CONCRETELR/VJINAY' F
' - OEPAie' E'EN ENTRANCE - TYP'ES 1C'IB, G28. �� ,�� ,�� {�
C3 , and tC-MAX8 }1PIIPITH BAJJFI E#t)
DRIVEWAY ENTRANCE
1
NTS
2
3
V r y
r
= _
�J r
SEE COR STD
129 FOR POST
INSTALLATION _
r r
DETAILS
I
'� -
TYPICAL INSTALLATION
Know what's below.
Call 48 hours before you dig.
STREET SIGN
NTS
NOTE -
1, S-GNS SHALL BE WNTE LETTERAG ON GREEN
BACKGROUND VfITA A 0 2' [ N) BORCEEFLP
DOUBLE SIDED.
2. aIGN BLADE ,SHALL 8= 3' .9AIT A: UPA€N€:u.
TREATED. 0,180 ^.-AUGE.
1 S-GN SHEETING SHALL BE 3PA IGH=MTENS:T!'
P..'iMAATir ORAP-PROVED ECUAL.
4. LETTERING S :A_I BE GUT F°RCM 3M
EGTROC _ ;EGA s1_M SE-RIES `170 OR
NPPFZONE D EC°.. AL..
5. F'~I<T SHALL BE FFWA C2000S ; LIIPPER AND
.OW ER CASE PER SECTION 2:)A3 CF THE
UU.TC.^e
B. POST SHALL BE VIN€RSU A CF 2`512z" SQ1JA.QC.
TUBE SEE STANDARD DETA.Ir_ 129 FOR
"JSTr�I 11- Cti DETAILS.
J 00 6
(p 000
- N
-17�T-
167.1 1 v
12" SD
1 V DETAIL
C1.6
174.25
4. 166.85
° 166.97
o I M�• ° I .. a°' j• 'd as Q e
• TT • � I�• ° •11
/NA\
.4s
1 R2
4 � I
4' Q /
d/
STRIPED NOSING
STATION=14+12.44
PLANTER STRIP EX PAVEMENT
39.5'
9.5'
DEDICATION
1'
3' 8' 8' I 22' -
0.5'
14 001 5' 11 '
\ BIKE yl~ TRAVEL
2; ... -„-i-III-1I �I I ••. �IJ°
I 4" CONCRETE SIDEWALK 1' MIN SAWCUT &SEAL
I PER COR STD. PLAN 102 VERTICAL CURB & GUTTER
1
I I b o PER COR STD. PLAN 101
I SUBGRADE 8" HMA CL 1 /2
I NOTE: SEE SHEET C1.10 „
I FOR COR STD PLANS 2 CSTC OVER
_ I I
�. j, I b
A
I
I STA 13+13.50 4 5
I II END CURB, GUTTER & SIDEWALK -
I PROVIDE 6' ADA RAMP PER WSDOT F-45,10.02 7 9 I
I
738 SF 5' ASPHALT PATH a �$e• ,$� 5
#1952 a a : RAISED PAVEMENT 4 5 I TO EX EDGE OF �I
I I MARKERS. 4" RPMS SIDE BY
2 SIDE FOR 8" WIDE STRIPE C1.9 C1.9 PAVEMENT I
F
o s �.. 1
738 SF 12+79, 27.511 o PROVIDE SMOOTH
#1958 t 01 I I RELOCATED STREET LIGHT �2 / TRANSITION TO MATCH
8s I I 6a� NEIGHBORS DRIVEWAY
3 15' UPHILL SIDEWALK WING I / `$ 86�5 I i
807 SF I I v,
I I
#1964 Ji ,86��.... v,
I TYPE 1 YY RPMS @ 3' OC WITH a6� o`' EX EDGE OF
I TYPE 2YY RPMS EVERY 30' 1 ^�� • 18 gg• • • ASPHALT
a s I I/ d .. L�a� 1a I
II RELOCATE EX STREET LIGHT AND Foy I I
.� ........ II o POWER HANDHOLE. COORD W/CITY I °a
OF RENTON PUBLIC WORKS If
I
-
�....... PAVEMENT RESTORATION 3 DETAIL
,.... .
cl,
r� 6� PER COR STD. PLAN H032.1 C1.6 ,
2-WAY LEFT TURN ARROWS 3
V 1" = 10' (22x34)
PER COR STD. PLAN H006 C1.9
I
a o I STA 12+47.97
I I CL 25' TYPE C2B DRIVEWAY '
v \ ►
I PER COR STD. PLAN 104.4 C1.6 a a ►
-a ;r t
' 1
I PRIVATE ACCESS ROAD NAME 2 ► I
SIGN PER STD PLAN 134
I
a
oQ I q MATCH EX TURN POCKET
I
782 I I a _ so I
ti I TELCO PIED. COORDINATE �9.°..
REPLACEMENT W/C-LINK DESIGN
DUNCANSON 6
Company, Inc. 5
4
145 SW 155th Street, Suite 102
Seattle, Washington 98166 3
Phone 206.244.4141
Fax 206.244.4455
I CONFIRM EX OH ELEC SERVICE IS INACTIVE \ '
21
�I I AND COORD W/PSE FOR REMOVAL 5' ASPHALT PATH
r-L TO EX EDGE OF
C137, TYPE 1 L THRU CURB
STA 11+43.5 21' L 3 PAVEMENT -
RIM = 179.8 1.1 I \ 14.7'
I E _177.8-177. 5 I
I I /SEE
REROUTE CONDUIT BEHIND CB. EDG F
STREET LIGHTING PLAN, C4.1, / EX E 0
I / FOR UTILITY CONFLICT. COORD l T I I ASPHALT I
RELOCATION W/PSE & CITY.
so, j
CONNECT TO EX SDMH
IE = 176.24 FIELD VERIFY AND MATCH EX OUTLET
J �
PAVEMENT RESTORATION 3
C1.6
SD STA 11 +36.67 4 5
b BEGIN CURB, GUTTER AND SIDEWALK 1.1 1.1
\ PROVIDE 6' ADA RAMP PER WSDOT F-45,10.02
> o EX FOG LINE
I
EX EDGE AS PH
i.�
GRAPHIC SCALE
10 20 40 80
( IN FEET )
1" = 20' (22x34)
1" = 40' (11X17)
ADDED AS -BUILT INFORMATION
ADJUST STORM CROSSING PER GAS CONFLICT
ADD TRENCH PVMT RESTORATION
ADD REFERENCES TO C1.10 FOR STD PLANS
PER CITY COMMENTS
C,ILVAN-41011
4" CSBC
SUNSET BOULEVARD NE
NTS
2" CLAS
*2 T: 63
CR
MIN F. r, MI M11, �111d
6.5' 1`v11W 1
CEFTH OF
GRIND IR SAICL!T AND REFi
6.6 MIN.
1° 1' V 1'
F41N k IN MIN � hrINIMIN
CR I .HF s ROCK, FLOWABLE F LL
OR AS REI�I_IIF.LD BY E'JGINEE4
# F 11fJ1r11 M STANDARDS. SEE D`e'G' HR- -
J-
OF CURB OR
01F-'AVEMEN-
;ENTER LIEF --%:F-,
N7 _INE
- ACP CI ASS*
CRUSHED SJRFACING TOP COURSE
TV PTCAT. TF_2�1I='v F- -- PATCH
FOR 71EEZELE PA ETVET
I a7yT�,
6"Y OF REIif�H
f l:i *i
_yam- AR
D n- NAME. 1Ie3_-1 SP PAGGE7 H032-1
PAVEMENT PATCH
Ln
0
N
0
0
W
00
0
0
0
Q
J
H
H
UTIL ROAD . �"J NTS
\ DETAIL LO
1 v ,
1" = 10' (22x34)
CONSTRUCTION RECORD DRAWING
I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE STORM DRAIN SYSTEM SHOWN HEREON ARE THE RESULT OF
A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE
ABOVE DECLARATION IS BASED UPON WORK PERFORMED IN
ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY
PRACTICES. WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR
IMPLIED.
DAS 10/ 11 /21 HMD SURVEYED:
HMD 2 11 19 HMD JMB
DESIGNED:
LTK 0/13/1 HMD HMD
HMD 9/26/17 HMD DRAWN:
HMD
LTK 9/8/17 HMD CHECKED:
HMD
BY DATE AP P R APPROVED:
HMD
SCALE:
SEE PLANS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
w
R-395706 0
IN
COMPLIANCE
WITH
MTV !fir fJr�ITlIAI
Z
STANDARDS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
0
BENCHMARK IS "SMAI"
NGS GPS CORS STATION. W
ELEV = 449.6' �
0
W
DATE: 5/1/1
VERTICAL: NAVD C T Y O F SUNSET'S EDGE TO W N H O M E S
HORIZONTAL: NAD 1983/183/1991
RENTON ROADWAY AND DRAINAGE PLAN FIELDBOOK: PAGE:
w' t
, ^
DRAWING NO: v 1
NAVD Planning/Building/Public Works Dept. 701-707 SUNSET BOULEVARD NE, RENTON, WA Cl .6 Z
SUNSET'S EDGE TOWNHOMES SHEET: 6 OF: 10
DCI PROJECT NO. 15375
SCALE:
SEE PLANS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
w
R-395706 0
IN
COMPLIANCE
WITH
MTV !fir fJr�ITlIAI
Z
STANDARDS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
0
BENCHMARK IS "SMAI"
NGS GPS CORS STATION. W
ELEV = 449.6' �
0
W
DATE: 5/1/1
VERTICAL: NAVD C T Y O F SUNSET'S EDGE TO W N H O M E S
HORIZONTAL: NAD 1983/183/1991
RENTON ROADWAY AND DRAINAGE PLAN FIELDBOOK: PAGE:
w' t
, ^
DRAWING NO: v 1
NAVD Planning/Building/Public Works Dept. 701-707 SUNSET BOULEVARD NE, RENTON, WA Cl .6 Z
SUNSET'S EDGE TOWNHOMES SHEET: 6 OF: 10
DCI PROJECT NO. 15375