HomeMy WebLinkAboutR-390706NOTE:
O
co
I
i
0
W
(WEST)
26.50' R
14.19'-14.06'
WIDTH VARIES
DEDICATED PUBLIC R/W
13.5'
2% MAX.
g5' SIDEWALK PER-/
C.O.R. STD. PLAN 102
8' LANDSCAPE STRIP
rr VERTICAL CURB & GUTTER O
= PER C.O.R. STD PLAN 101
0
Q
W
W
W
w
z
Iw
U
,g w
�z
o�
U w
12.44'-12.31' I Q z
WIDTH VARIES 0 3 v
EXISTING R/W
6'
2 % I-
A PORTION OF THE SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
( EAST)
19.0' R/
13' VARIES
26.5' I ASPHALT
(EXI TING)
\-SAW CUT LINE
2" GRIND AND OVERLAY
4" MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT- 2-2" LIFTS REQUIRED
6"MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS BY
GEOTECHNICAL ENGINEER.
ILWACO PLACE NE ROAD SECTION
SECTION A -A, LOOKING NORTH
3LF.. 12" D.I.@S=1.00%
REMOVE
EX. CB
USE 12"
COUPLING TO
CONNECT
TO EXISTING
RS
(PUBLIC)
sss
�0
CB#8, TYPE
1
RIM=456.36
IE=453.42,
12"(S
(PUBLIC) s
TTl � �
cl)
mzK:
II II II ��
P,-��
P, � � CP
CD CO (.0Ln
R
w orn?
s
STA. 10+00.0, ILWACO PLACE NE
STA. 33+44.15, NE 5th PLACE
m
�S =
0119
�S 2
s'iss
EX. ADA RAMP
OE CB#1A, TYPE II-48"0
RIM=455.31 4
IE=449.46, 12"(W)
IE=449.36, 2-8"(E)
OF 20LF., 12" SD @S=0.45% A4
OG 2 EACH, 18LF., 8" D.I.@S=2.39% 0
CURB RETURN TABLE
R=25.00'
C 1 L
_39.88'
A-88°36'32"
PC=33+05.22,
13.00' LT.
TBC=457.02
DELTA/2
TBC=456.35
PT=10+38.93,
13.00' LT.
TBC=455.70
R=25.00'
C2 L
_38.64'
A-88°33'47"
PC=13+ 13.91,
13.00' LT.
TBC=455.95
DELTA/2
TBC=456.15
PT=23+07.20,
10.50' RT.
TBC=456.35
PERPENDICULAR CURB RAMP
PER WSDOT STD. PLAN F-40.15-02
SEE SHEET 7
CA
w
+
0
Q d
I 1 om ,
VA IAB
d '..
/W F
z SCl
m E i
r--i- I
R
xRSss G SssR
ly
/xRSS
L .S
�coEl
e0
D � �2
M =
MT
44 CB 1, TYPE III"
RIM=455.08
IE=449.03, 8"�W)-2 EACH
IE=449.03, 12 (N,S)
(PUBLIC)
C
GRADING ADA RAMP NW CORNER
NE 5TH PLACE & ILWACO PLACE NE
SCALE: 1 "=5'
GRADING ADA RAMP SW CORNER
NE 6TH STREET & ILWACO PLACE NE
SCALE: 1 "=5'
10' PRIVATE FRANCHISE
TRACT A ! EASEMENT, TYPICAL
VAULT - SEE SHEET 9 SEE SHEET 7 95LF., 12" SD @S=1.007.
/Fn ii PUBLIC ALLEY PUBLIC
( ) LOT 6
1
x 66� LOT 7 STREET LIGHTS TYPICAL
4 _ SEE STREET LIGHTING PLANS
2 � - QLF _j 5' -sQ _@5=16_157- - �I RSS
(PUBLIC) -��.
d
- �- I----- - - - - - - - - - - - - - - - - - - -
------------ - g • I • A O
9 d9
ad' .. b, d da'w: .. •• •: 9. Cd•d'd
d' w
d � 9•
9 dd
<
7���
il 1 *m0
x -
RS � R
R S�
9)
1
1
3.11
1,11.R
�R.. T T �u
�4 70LF. 12" SD @S=3.01 %
(PUBLIC) _ _ Ln _Dd
CB#3, TYPE 1 N =
RIM=455.09 ;
IE=452.10, 12"(N) p
(PUBLIC)
12+
-
LWAC0 PLACE NE
mSTA. 11+36.22, TRACT B(PUBLIC)00
N mrnCB#2, TYPE 1-L
W/THRU CURB INLET o 0RIM=454.64
IE=450.09, 12"(N)
IE=449.99, 12"(S)
IE=449.91, 15"(W)
(PUBLIC)
x
>1,
Ln
m
X
Ln
0
N
cli
39LF., 12"
(PUBLIC)
LOT 5
CONSTRUCTION NOTES
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
M_I■M_70Oril-7�-r lIINllrl ii�i
OAINSTALL
16' DRIVEWAY APPROACH
R1BPER
STD. PLAN
#104.3
INSTALL
20' DRIVEWAY
APPROACH
R1B
PER STD. PLAN
#104.3
INSTALL
STREET
SIGN PER DWG.
NAME
G013
STREET
NAMES
"NE 5th PLACE" AND "ILWACO
PLACE NE"
INSTALL
STREET
SIGN PER DWG.
NAME
G013
STREET
NAMES
"NE 6th STREET"
AND
"ILWACO PLACE NE"
ALL CATCH BASIN GRATES SHALL BE RECTANGULAR VANED
GRATES PER C.O.R. STD. PLAN 204.20 UNLESS OTHERWISE
SPECIFIED.
CB#6, TYPE 1
RIM=455.85
IE=452.90, 12(W)
IE=452.88, 12(SE)
(PUBLIC),_)aOZR
�0� EX. ADA RAMP
�z�Ln
c010 0 KC4m CA 4 INT'X, ILWACO AVENUE NE
`n - STA. 23+08.39, NE 6th STREET
SEE SHEET 8 ,� °° °'d
d+
ILWACO AVENUE NE
.d0p••C2 I ). ss
zoo
z
13+00LIMITS OF 2" GRIND
AND OVERLAY
�99LF. 12" SD @S=1.49%
CB#5, TYPE 1i
RIM=455.50
IE=452.25, 12"
(PUBLIC)
CB#4, TYPE 1RIM=454.99
IE=451.04, 12"
(PUBLIC)
NOTE: GRIND AND OVERLAY
LIMITS AND TRENCH RESTORATION
SHALL BE PER C.O.R. STD.
PLANS H-032 AND H-032.1
CENTERLINE OF DRIVEWAY STATIONING
1 R AS SHOWN
ss- ��EX. ADA RAMPON AS-BUILTS
frl Fri a? 'r
EX. ADA IfLn
_��2 z Uri
Dncn
z
II � c0
(D�
9
75 FTI
F9
e>606Ln
\STA. 13+48.47ILWACO PLACE NE
STA. 23+44.32, NE 6th
GRAPHIC SCALE
0 10 20 40
N Ln I- O 00O O O O O O O O O �Ln r7O O N r7 Ln CO I- 00 O OLn Iri ur Lri Lri Lri Ili ur Lri ur Lri Lri ur LriIn Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln LnAS-BUILT 12-12-2018I inch = 20 feet
460 ..:... .. ...... .. ...... .460 CONSTRUCTION RECORD DRAWING
m THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED
PROFILE EXITING Q PROFILE TPCBY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED
INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD
CENTERLINE (TOP BACK OF CURB) VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY TERRANE SURVEYING, INC.,
- - - - - = - -- -'- - - - T I 455 ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE
..........:...........-.�.�.-. ..� LL. .� ._ ._ - . .-.___ .-.-.-.-.-.-.-.-.-.-.-.-.-. T. - ............................... .................. ..... ......... WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED
: VAULT:OVERFLOW=454.10 : : : : : : : : wg z - - - - - - - - - - - - - - - - - - - - - z PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED.
4w ZO cn
r APPROX. WM 4 wLF'°12 : I � 99LF , 12 SD C�?S=1.49%g REC0RD DRAW NGS R-390706
SD @S95LF.,12'SD @S=1.00%450......L�..............:...........:................:................:................:............:................:................:................:................:.........�. �....450
z I O EX. 1:2 SD I OOI : : EX. S.S. MAIN : : : : I OU U IN COMPLIANCE WITH CITY OF RENTON STANDARDS
"Q �:
zl� I I I x
4 CB 5 z
EX. 8" W.M. 449.96-450.62
NEW 8" STM(449.20-449.87)
INSTALL ETHAFORM PAD AT CROSSING
C) ELEVATIONS
ICB#3 �4 CB 2 A4 CB 4 RIM=455.50
RIM=455.09 RIM=454.99 IE=452.25, 12"(S,NT
445........:.....4. CB 1
RIM=454.64:
IE=.4.5;2..Q3.,..1.2".(.N)................:................:.IE=450:09; 12" N ............................ IE ' 451:0.4; ..12"(N;S).................. 39LF:...12.,, . SD ..@5=1:RIM=455.08 (..)...........................IE=449.03, 12" (EX.)-NS IE=449.99, :12
I:LWAC 0 PLACE NE.
10+00 IE=449.03, 8"(W)-2 EACH IE=449.91, :15" W)CB#6
RIM=455 85
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
L.
WASyo��'C>'
5
4
2 2
27460STE
0
o�FSS AL� �N���\ 1
04/04/2019 N0.
1 1 +00
INDICATE DEDICATION OF PUBLIC ROW
AS-BUILTS
SIDEWALK RE -ALIGNMENT FOR EX. TREE
FIELD CONDITIONS W/EX. W.M. CONFLICT
EXISTING TREE REMOVED IN FIELD
ill 1016MIffiI
12+00
D . L. 0. 04/04/ 19 SURVEYED:
D.L.O. 12/18/18 DESIGNED:
D.L.O. 7/12/18 D.L. OFFE, P.E.
D.L.O. 3/05/18 DRAWN:
D.L.O. 1 1/15/18i i CHECKED:
HORIZONTAL SCALE: 1 =20
VERTICAL SCALE: 1 "=5'
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
13+00 IE=452.90, 12:" W)
IE=452.88, 12:: SE)
CITY OF
R
RENTON
VZOOF
Planning/Building/Public Works Dept.
445
It
co
LO
O
W,u
co
MTC)
OQ
0O
i
i1
DATE: O
MEAD SHORT PLAT o�/04/2019 =
TUSCANY CONSTRUCTION, LLC ()
PAGE:
ILWACO PLACE NE
DRAWING N0:
522 HOQUTAM AVENUE NE W
RENTON, WASHINGTON SHEET: OF: 20