HomeMy WebLinkAboutTED4001783.2o
p
405
°
o
EX. PROFILE
°
0
OD
_-
o
O
o
4 772/
40C�/�
V
�
�:
:...........�...........�.y.�
-
-
- ...................:..
m:
o
- _
S = 2.0%
O O•
NO.
39
:......
I .........................PROPOSED
. PF?O l L E .....
OD
Lo
N
12" STORM,
d'
390
I.E. 392.52
0 �
STREET IMPROVEMENT
PROFILE
j
30' VC
VERT SCALE: I— = 20'
m
>
HORIZ. SCALE.- I" = 5'
Z
O
r?,
°I
+
385
NOTE:
NEW ASPHALT DRIVEWAY SHALL CONSIST OF.
4" CRUSHED ROCK SURFACING
2" CLASS "B" ASPHALT
SAW CUT EXISTING ASPHALT FOR NEAT JOINT.
O
O \
--13
�z\
50 0' �\ A\\7
�\ \ O
--- JUNG77ON BOX \\ \
(14 �
�n w
STA /67+40, 28' LT �\ 40LF 12'°0 C
NEW CB TYPE 1 Nam` S = 2.025%
RIM EL. = 396.70 �.
I.E. = 392.86 - 12" E, W, N
�(j) n
\VA
O
O
__-
y
405
Xz
Lo
w
w.
400
�
ro
Q d
�t
395
N�
�O
-
�'
390
REMOVE EX. PAVING, CW, CURB, & GUTTER
GRADE, & HYDROSEED 1N SHADED AREA.
W-ZI61
CHECKED F ",R COMFUANCE
TO C!TY STANDARDS
t ._ Date - 76 r i
Date - /-,,
Date _
O
I m
+ � ro
400 N EX. & PROPOSED 00
PROFILE
395 REMOVE EX. 15" CP
40LF
S = 2.025%
11 88LF 12" 0 CP IS = 0.693%
390 I EX CB PLUGGED
RIM EL. = 396,67
I.E. = 393.67
385
STA. 0+48.19, 41' L T
NEW CB /67+04+, 28' LT.
RIM EL = 397.93' SAWCUT EX. CW, CURB & GUTTER
INV EL = 393.98' 12"
& 11
REMOVE Q,
INSTALL NEW 5' SIDEWALK, CURB & G`UTTER
PER RENTON STD SHEET 2 2 / SECTION A - A EQUA LION
STA /67+01.30
r CATCH BASIN
p
II'
RIM EL = 396.E
E)C
/ NS TALL NEW
V CATCH BAS�
I.E. = 393.67
SSMH 30' CONCRETE
RIM EL = 399.43'
=
DRIVEWAY RIM EL 7'
E ` 4 7' C
EL = �1.43'
!E L
_�
Elel6' _ .1
l 6' W W 40
CN
7' RIM
BASIN
= 404.36'
CATCH BASIN
RIM EL = 396.49'
a
lE 2 • N = 402
// IE EL
402.46, 6'
1E EL = 392.99 , 12' E & W
ADJUST RIM
0 p �
`\
�O'
p u'pm
CATCH BASIN
\
R/M EL = 396 69'
-A'`__
n ,
tiX �o�
^o
_ 3.04',12' E
& W
Q ��--
Q NX
-4
INSTALL NEW
A
ASPHALT DRIVEWAY
`=
77 - .
`'
SEE NOTE ABOVE
399,6
M
4
0 j 3: ��
Q.
` - -
F_ SPf-lA r T a� . T 05.
• •
.� l.. L D � I. I► N I , � - -
\\ _ OLD L '� C i6
STA 1 \ tiC EZ. o
v' 17LF 12"� P CENTERLINE • _ 6 ��� P.� 1 : - �0 �N � 2 1
T + I N \ S= 1.0 0' 9'/.
S . f 0 4 . 2, 18 ' L T CATCH BAST \ REMOVE
12" D I 52
NE W CB TYPE I R/M EL = 396.69
= 394.49'
T('�
RFxDCATE PER
\ --
RIM EL = 396.85 ' 6' µr
rVATER PLAN •$ o
0wo
INV EL = 394.15' 8"8l2"
/
�4RE
SHT C 7 OF ! -REMO
P
c'
STA 167f 48.70
ELEV = 397.84
\
� • . ,, • A
88LF 12 %�_Cf�----
l�
1
t-►,ra.
, • � �6'� � a T
• � -° �
c,c
�.
S j6B3%
bVE�
VAULTR
12" ALDER N"
n
L?Rl i' o
88LF 8"0 CMP�
JUNCTION o
9" ALDER
INSTALL BARRIER / 6
FREE CURB CUT/ RAMP
1.00/
-
SEE DETAIL THIS SHT
-
k
EX SSMH
RIM EL = 396.84'
/E- EL = 386.34'
12'E& W, 8'N
6' s
STA 0+00.00
ANACORTES AVE N. E.
STA 167 + 89.30
NE SUNSET BLVD.
NEW CB TYPE IL
RIM EL. = 396.50
I.E = 392.00 - 15 " EX.
I.E.=332.25- 12"W
STA 168+JO.33 CL
ELEV=397.53
\ f • - NE W 4 =�I2 RELOCATE EX. LIGHT STD.
-A IEWAY POWER VAULT, JUNTION BOX, ETC.
- DED l CATE RAW AF# 9205/35 PER LIGHTING PLAN SHT C 8 OF 15
/l
RIM EL SA WC & REMOVE EX.
61, S 6ORM ASPHAL DR VEWAY
R' WITHIN W
STUB
12" SS
I.E. = 388.69
NEW CB TYPE I
RIM EL. = 396.70
I.E. = 392.86 •- 12" E, W, & N
395
STORM DRAIN PROFILE 390
VERT. SCALE: 1— = 5'
HORI Z. SCALE: 1— = 20'
NEW
CB TYPE I L
.RIM
EL. = 396.50
I.E. =
392.00 - EX. 151,
I.E. =
332.25 - 12" W
TYPICAL STREET 11VIRROVEMENT SECT/ON
ANACORTES AWE. NE
R/W VARIES STA 0+55 - 1+50 50' FROM STA 1+;50 - 2+27.31
TRIES 5' 16' FROM 0+5 - + 161 FROM 0+55 - It 5'
VARIES 1+25.15 - 2+2731 VARIES 1+25.15 - 2+27.31
. i
0.5' •
0
2
EX SSMH
RIM EL = 40Z 92'
IE EL = 400.45'
8'N&S
T
ANA COR TES A V /E. NE
ST A"' \REMOVE EX. CW, CURB & GUTTER
RIM EL = 403.01 '
1E EL = 99. 01'
12- N & S, 6- W
e NOTE.
CA 7�J•/ BASIN CONTRACTOR SHALL BE RESPONSIBLE FOR
m •� p
\- RIM EL = 396.60' o COORDINATION WITH OTHER UT I LTI ES COMPANIES
60 \ p' IE EL = 392.60; 12' E & W FOR THEIR UTILITY RELOCATION
TC 396'
FLU EXIS77NG CONCRETE ry
\ ` CURB AND GUTTER
\ \
STASTA 1s•12.5, 27RT
i . 0+46.19, 11 RT ss co
NEW CB TYPE / RIM=403.50
\ RIM EL = 396.93' INV=392.4950. {, \
INV EL = 394.43' 8
168+33+ 28' LT. -�� o
SAWCUT EX. CW, CURB & GUTTER RECOMMENDED RECOMMENDEn cr'
& REMOVE \ FOR APPROVAL FOR APPROVAL
•
BY By
T ANSPp2rATtoN TRANS f0ftTAT IONIDE ° SE90"s
4" COMPA^7ED DEPTH CLASS 'B'
ASPHALT -- 2 UFTS REQUIRED
6" COMPA;. 7EL' DEPTH - CRUSHED
SURFACING 70P COURSE
12' GRAVEL BASE AS NEEDED
GENERAL NO TES:
1. IN WIDEN/Nc� AREAS, THE EXISTING PAVEMENT EDGE SHALL B£ 'SAW -CUT' Tt7 LEAVE A
JOIN POINT. ANY TRAFFIC STRIPING REMOVED OR DAMAGED DURING WIDENING *VRK
SHAD. BE REPLACED IN KIND OR AS DIRECTED BY THE PUBLIC *VRKS
Z COMPAC770AI 7ESTS ON SUBGRADE AND ROCKGRADE SHELL BE REQUIRED. 7HE NUMBER OF
TESTS SHALL BE AT 7HE DISCRE77ON OF 7HE CITY INSPECTOR. ALL TESTS AS
REQUIRED SHALL BE AT THE EXPENSE OF 7HE CON7RACTUR OR DEVELOPER THROUGH ANY
UCENSED 7ES71NG LAB OF HIS CROCE THE MIN/MUM COMPAC7ION FOR 7HE TUP 24'
Or 7HE SUBGRAD& SHALL BE 95X OF MAXIMUM RELATIVE DENSITY. BELOW 7HAT LEVEL
IHE MIN/MUM COMPAC7ION SHALL BE 9OX OF MAXIMUM RELA77W DENSITY. ROCK
SURFACES SHALL HAVE A MIN/MUM COMPACTION OF 95X OF MAXIMUM RELA7711E
DENSITY.
J. ADJUSTMENT OF CATCH BASIN LIDS OR GRATES, MANHOLE LIDS. MONUMENT CASES,
VALVE BOXESr ETC, SHALL BE 7HE RESPONSIBILITY OF THE CON7RACTCR OR
DEVLOPER AS REQUIRED AND SHALL 19E ADJUSTED AF7ER THE FINAL LIFT OF ASPHALT
HAS BEEN INSTALLED.
GUTTER
6.%-5' SIDE.WAL1•K
JOINT
385
380
" AS -BUILT " PLANS WERE PREPARED BY BARRIER FREE CJti3
TOUMA ENGINEERS FROM A FIELD SURVEY. CUT RAMP DETAIL
O.5• CUR
-- -- IV. T.S.
CITY OF RENTON
TOUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS
°.� " tiT ANA CUR TES A VENUE N. E.
�•.. 000p �R$�,,° ','�� 15668 West Valley Hwy -Seattle, WA 98188 (206) 255-4f00
A9 ., STREET IMPROVEMENT PLAN
\v ff DESIGNED: MT DATE: JANUARY 1991 FILE NO. 647-001-901
�: 2 �'.. �_ bNii� D riJT� 9-/l-9 Z DRAWN: DT
��� •• • SCALE: 1' = 20' FI&D BOOK: PACE:
4fAt LNG : �1 CHECKED: MT
N0. REVISION pp BY APPR. DATE APPROVED: DIRECTORof P�euc �K SHEET• C3A OR IO