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DETAILS SEE SHT. 10 ,+1�
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T T T TT I EXISTING 6 CONC. SIDEWALK
36"-------1------------------------------------- -- --- W 36------------ W----------- 36 --------------W - 36 - O
15---------ST -
W ----------- -15 36---- 4 ST W 5 3611 ST' W_ --- S --- 15 36"--------ST -- ---------- ST- S 15 ------------ --------------- W--- - '-?2' 31 `jl 3
15" 5T I5" ST ST
2 a EDGE EX, ASPHALT 6
8AN. S 8 SAN. 2 17 _ - - of
-- 4 ---- ------ - "a - ---- -- - -- - ----------------- --- - - ---- -- -
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--w e, W e W -- V ----------w --e- --- 22 31 5' 30
4
--- _
-- — FEN ON CITY LIMITS
—
P. 141-'.BONDS, SR. ✓OOD CONST CO. WOOD CONST CO. WOOD CONST. CO. ° P.C. \ P,T, RENTON SCHOOL D/SL 403 1 -
z (K'.NG COUNTY) FRED A�BERTS
J 25+85! � i 26+61E4 I rRED ALBERTS
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DRIVEWAYS -THIS SHEET
Sta. Lt.
Width
Sta. Rt.
Width
23+13±
15
22+64=
15
23+ 11 =
20
27+19'-
15
24+23`
18,
25t-00+
18
25 /S"v
2o
2 5 4-3 3+
18
29+50:
2 0
31+15`
15
BENCH MARK DATA FOR INTERSECTION a SAN.SEWER BENCH MARK DATA BENCH MARK DATA
ELEV. = 413.26' RR SPIKE 12' UP S FACE DETAILS SEE SHT. 11 ELEV. = 410.28' CHIS. SQ. TOP I-' CONC. ELEV. = 415.15' CHIS. SQ. TOP I-' CONC,
P POLE 957B 200 ± W UNION AVE, NE �o PLAN
aATUM
N SIDE NE 7th ST. ' - RET. WALL SE COR. CYCLONE FENCE RET. WALL NE COR, CYCLONE FENCE
U.S.C.B G.S
SCALE: I"= 40" KIWANIS PARK, KIWANIS PARK,
0I _ NO _— O0-O 0O O o1 O OD aO O D 0 c0 _ O N
Co 0-O _M rh 0- O O On
� 0 O
N N_ + cD + w OD cD 00 OCD O_CD 0 M n O 00 0N IfO + + + + +O +
N N+ N ro Do Ifr 0 (` N 00 � O0 OO NO O O O N N N N O O NO O O O O 0 N O O N r7
—
�t CQ IT
U)
L_
N
w
Z
l7"
200, VC
420' _ N
a�
w
416
400'
410'
221/2 Bend
15'- 8"C. I. Pi e S, I.00/
Inv. 405.30'
36" Mercer Island Pipeline
400'
Inv.402.07'-
/
Inv 404 331—/
Inv. 401.97
M-I # I
GRADE_ -2.19%
Elev. 408.08'
L
100, VC
0
j O
d
w
c� 15'' Conc. ST. Line
A.
P
32 - 8"Conc.Pipe S= 0.49/o
\ \ �--Inv. 402.10' tnv.401.97
{ Inv.401.47 $
---
EXISTING � PROFILE
PROFILE St4.26+28
No Scale
_
V)
r
Do
w
z
12
PROPOSED CL PROFILE
GRADE = 0, 328%
PROFILE
SCALE: HORIZ. 1 40'
VERT. I"= 10'
36` Mercer Island Pipeh
EX. 1) .1
LINE
100, VC
\_ Inv. 402.00'
SANITARY SEWER PROFILE
Sta.26+63 to 28+10
No Scale
350' VC
0
N
�-
_
j
>
si
w
'"" ta.28+10 Lt.36
410'
Im
Z- Inv. 402.46' 400'
LLS 8U/LT 9-30-7/ CS.
V( V_j
;i AS CITY OF EVEN z C
�. I AE-NGINEERING DEPARTMENT
STREET IMPROVEMENTS
UNION AVE. N. E.
-s'0„o;`� N.E. 4th ST, to SUNSET BLVD. N. E. _
R.E.JENSEN -i5-71
DRAW R. E. J: -.
CNECKc . AS NOTED FIELD Hoo>I�
I I - �- s
APPR. 1 DATE APPROVE: IRMFET_ 4 C, 15
MICRC"1FILMEL'
4201