HomeMy WebLinkAboutWTR2703239.11I ALBOT ROAD REDESIGN PER CCD-011:
TALBOT ROAD WAS WIDENED PER CCD-011 AND THE FOSTER
SHORT PLAT DRAWINGS (SHEETS 3 AND 6 OF 8) DESIGNED
BY PATRICK HARRON AND ASSOCIATES
Irb,
STA. 15+42.5, 16.0' R
GUTTER, MATCH EXISTING
STA. 15+43.7, 0.0' R
OVERLAY LIMIT, MATCH EXISTING
STA. 15+06.6, 16.0'
GUTTER, ELEV. 192.
STA. 14+93.8, 16.0' R
GUTTER, ELEV. 193.41'
FULL DEPTH SAWCUT EXISTING
ASPHALT EDGE, REMOVE
STA. 14+85.2, 1
GUTTER, ELEV. 11
FULL DEPTH ROADWAY CONSTRUCTION
SEE DETAIL THIS SHEE-
HALF STREET OVERLAY, SEE
DETAIL THIS SHEET
STA. 144-39.7. 18.5' R
GUTTER, ELEV, 196.15'
ADJUST CATCH BASIN RIMS _
TO FINAL GRADE
STA. 14+32.5, 14.5' R
GUTTER, ELEV. 196.75'
196
PROVIDE SIDEWALK RAMP PER CITY -41�
STANDARD DETAIL F014 (TYPE 4A)
TREES MOVED TO INSIDE OF FENCE PER RFI-067. PLANTING `\
®INSTALLED ON OUTSIDE OF FENCE PER COP-010. KEYSTONE wv
RETAINING WALL INSTALLED ALONG FENCE LINE PER CCD-011. 197 `
G
RELOCATE EXISTING STREET SIGN
STOP SIGN LOCATED AT LEAST
-ER CITY STANDARD DETAIL G012 ® 24" FROM EDGE OF FOG LINE STA. 14+22.6, 12.0' R
PER RFI-05`�' P.C. GUTTER, ELEV. 197.28'
FULL DEPTH ROADWAY CONSTRUCTION,
SEE DETAIL THIS SHEET
OVERLAY ELIMINATED FROM STA` 13+94.0, 12.0' R GUTTER, ELEV, 197.98'
CONTRACT PER RFI-055. w. ..�-�-.. t I
GRIND EXISTING ASPHALT PAVEMENT TO
LIMITS OF OVERLAY PRIOR TO OVERLAY
REGRADE DRIVEWAY, SEE ,
DETAIL THIS SHEET
/ PROVIDE 28' WIDE DRIVEWAY ENTRANCE
PER CITY STANDARD DETAIL F004-3
(TYPE CENTER ON DRIVEWAY
), I/
"
PROVIDE 10 THICK, TYPE 1 �`
ENTRANCE PER RFI-051 STA. 13+42.3, 12.0' R
GUTTER, ELEV. 198.86'
STA. 13+42.3, 18.5' R �(
BOSW, ELEV. 199-48'
I`
I/
/V
'6>
00
!/ I
41
/I
/! I
/I !
/,> ! j T A. i 5t 43.7, 22.5` R
57' /I// I BOSW, MATCH EXISTING
/! PROVIDE SIDEWALK TRANSITION
Il r TO MATCH EXISTING ALIGNMENT
,ll I STA. 15+0&6, 22.5' R
/ BOSW, ELEV. 193,19'
STA. 14+93.8, 22.5' R
`u BOSW, ELEV. 194,03'
PROVIDE SIDEWALK RAMP PER CITY STANDARD
DETAIL F014 (TYPE 4A)
EXISTING HYDRANT TO BE REMOVED AND/OR RELOCATED BY CITY
EXISTING TELEPHONE PEDESTAL TO REMAIN IN PLACE
.1
STA. A. 14+77.1, 25.0 R
GUTTER, ELEV. 194.82'
STA. 14+76.9, 33.5' R
P.T. PAVE EDGE, ELEV. 195.47'
STA. 14+84.0, 47.9' R
OVERLAY LIMIT, MATCH EXISTING
OVERLAY ELIMINATED FROM&
-~CONTRACT PER RFI-055.
wvSTA. 14+65.2, 62.6' R ,
OVERLAY LIMIT, MATCH EXISTING
Y Y
TR PP
wv , ....u.:_ .. 94 wv r93
WMH
�- ----------`?---------
-
_-� -
_ . _41_._
GA_-
-
�.? GP
i 219.10' -- _
STA. 14+45X,--.Z6.1' R
P.T. PAVE EDGE,' ( wM
ELEV. 195.61'\_5'CHAIN LINK FENCE
W/BARBED WIRE
t
`\\1O"p // \\ STA. 4+6r, 61.7 R
\\ !f \\ 1 PAVE ODGE, ELEV. 195.42'
STA0, 4+22.9, 18.5h R /I II14.
If
BOSH% ELEV. 197.90N\�/ 1j=======___ -__ _ _- -_�'
EXISTING HYDRANT TO
\ L BE REMOVED AND/OR
RELOCATED BY CITY! ;I
/ If
II
/ I�•-e�--�.-.-.._-._...._. - -rye �I
STA. 13+94.0, 18.5' R / - - ----- - -
BOSW, ELEV. 198.60'
SAWCUT EXISTING ASPHALT EDGE
(FULL DEPTH), REMOVE EXCESS f ,F` STA. 13+61.1. 29.5' R /
RE -GRADE LIMIT, /J
STA. 12+95.4, 12.0' R / MATCH EXISTING
GUTTER, ELEV. 199.56' r STA. 13+54.6, 36.5' R
Ijlk RE -GRADE LIMIT, MATCH
X I` �� \\ ,\ EXr/II
TRANSVERSE PATCH PER CITY ISTING
r3 / , / '�
STANDARD DETAIL H032.1. SEE 04 / .� �� ! ���// \TACK EDGE, TYP
APPENDIX FOR DETAIL,
STA, 12+62.4, 12.0' R _ STA. 13+33.6, 36.5' R
GUTTER, ELEV. 199.80' / WSP RE -GRADE LIMIT, MATCH EXISTING III
f /r STA. 13+27.5, 30.3' R ~
RE -GRADE LIMIT, MATCH EXISTING
TR
-o-
STA. 12+40.0, 0.0' L PPT
OVERLAY LIMIT, MATCH EXISTING /.
1 X Q / TR
I /
TREES MOVED TO INSIDE OF FENCE PER RFI-067.
PLANTING STRIP INSTALLED ON OUTSIDE OF FENCE
A PER COP-010. KEYSTONE RETAINING WALL
INSTALLED ALONG FENCEUNE PER CCD-011.
STA. 12+95.4, 18.5-'__R .�
BOSW, ELEV. 200.18' N88'32 49 W
• • Yam_■
.07
RELOCATE EXISTING STREET SIGN PER I
CITY STANDARD DETAIL G012 i
STA. 12+65.2, 18.5' R i
BOSW, ELEV. 200.42'
PAVING PLAN
1" - 20'
NOTE:
THIS DETAIL ONLY APPLIES TO PLANTING
STRIP OF TALBOT ROAD ALONG CITY OF
RENTON PROPERTY. IT DOES NOT APPLY'
TO IMPROVEMENTS ON TALBOT ROAD
NORTH OF SOUTH 19TH STREET.
-------------- ------
ASPHALT . ROADWAY, /-------- --`_
f
TALBOT ROAD
SIDEWALK. f
f
I �
I
■ Y Y Y Y k--'^Y Y�Y�Y k --
PLANTING STRIP. CONTRACTOR SHALL PLACE EXISTING FENCE.
6-FOOT TALL HETZ'S COLUMNAR JUNIPERS r
PLANTED 8-FEET ON CENTER. SEED BETWEEN j TYPICAL SIDEWALK PAVING SECTION
PLANTINGS WITH KINNIKINNICK OR OTHER DROUGHT NOT TO SCALE
TOLERANT SEED APPROVED BY OWNER. SEE DWG
NO, L02 FOR EVERGREEN TREE PLANTING DETAIL.
SEE DWG NO. C08 FOR
OVERLAY CONTINUATION
NOTE: REPLACE ALL TRAFFIC MARKERS TO
ORIGINAL CONFIGURATION. SEE CITY
STANDARD DETAIL HOOB FOR EDGE OF ROAD
LINE AND STOP LINE TRAFFIC MARKER DETAIL I
PLANTING STRIP AREA. SEE
DETAIL THIS SHEET,
APPROXIMATE EXISTING _\ �
GROUND SURFACE
ROW RE -GRADE GROUND SURFACE AS 5'-0"
NECESSARY, HYDROSEED DISTURBED
TACK EDGE - AREAS UPON PROJECT COMPLETION :
SLOPE (VARIES) �_ 25' ROW
DO NOT DISTURB RAISED 16
CENTERLINE TRAFFIC MARKER 2" CLASS B
ASPHALT OVERLAY
EXISTING ASPHALT (THICKNESS UNKNOWN) 6.5' REVISED TO 16 PER
F-- SAWCUT FOSTER SHORT PLAT
LIMIT DRAWINGS AND CCD
I
SIGNED: 07128106
EXPIRES 7/15/2009
SIGNED., 07/28 f06
I 4 i
♦_ NA
O
NT
>t ,
A
I RH2 ENGINEERING, INC-
6' SIDEWALK PER CITY
UNDISTURBED NATIVE MATERIAL` 12' TRAVEL LANE STANDARD DETAIL F005 http://www.rh2.com
mailbox0rh2.com
ROADWAY \ CURB AND GUTTER PER CITY 1.800,720.8052
STANDARD DETAIL F001
2" CLASS B ASPHALT I�EI�,LINGHA(rIOFFICE
360.676.0836
6" CRUSHED BASE 454 West Horton Road
TACK EDGE `?'HELL OFFICE
TYPICAL SIDEWALK / PAVING SECTION 125.951.5400
12100 NE 195th Street, Suite 100
W 32391
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
11 /01 /2007
RH2 ENGINEERING INC. DATE
1"-5'
3" CLASS B ASPHALT
I
I f
UNDISTURBED NATIVE 4" CRUSHED BASE
TYPICAL DRIVEWAY DETAIL
- 59
I REVISED TO CONFORM TO CONSTRUCTION RECORDS
REVISED PER BUILDING PERMIT
T
NO, REVISION
CMR
MLM
11 /01 /07
DJB
MM
10/13/06
BY
REVIEW
DATE
EAST WENATCHEE OFFIC
509.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFICE
360.876.7960
600 Kitsap Street, Suite 101
SCALE: SHOWN
0 1" 2"
uRAWING IS NOT TO SCALE
!F BAR IS NOT 2" LONG
PLO-: 20 DWG NO.
ENGINEER: RB C 1 O
REVIEWED: MM
DATE: NOV 9, 2007 SHEETNO.
1; _REN 11
F08 NO.: 105-079 33
19LENAME: GEN-D-C10