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MEADOW AVENUE NORTH ........... 2
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37
NORTH 241h STREET ............. 3
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ABANDONED V N.241hST ... 4
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PELLY PL. N. to L MARGIN Ry. A/W 6
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NORTH LAKE -A--. (1111.. ........ 11
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'N"I C
CITY OF RENTON
— —
W. S. H. 0. INTERSTATE
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ENGINEERING DEPARTMENT
a -v SANITARY SEWER L.I.D. 265
VICINITY MAP
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MATCH LINE $19. I -SSW
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CITY OF R E N T O N
W. S. H. D, INTERSTATE 4OB ENGINEERING DEPARTMENT
#NOTE' EtiiN.9d'Cole Son SLw, 8 E.,6619M4nbola SANITARY SEWER L.I.U. 265
To B[ Co"HUCHO By Otb[,i On 0, 89to,[ May 1970, Meadow Avenue North
•NGTE • '
ALL WORK SHALL BE PERFORMED i I ! DES-re' T,D Glbmn
Dore. 6 -2-79 . _. nLE NO..2-3-'[. ._.._
IN ACCORDANCE WITH A.P.W.A. -"---'- _--- '-- - ---_. -- '--- "" " -.. t. _ - R. E.Jani[n
SPECIFICATIONS. A`"" J•, .�E PLAN Cz 4o x„204_1 S7
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NGINEERING DEPARTMENT
ALL WORK SHALL BE PERFORMED
SANITARY SEWER L.I.D. 265
IN ACCORDANCE WITH A.P_W_A_
North 24th Street
ICALE PLAW, 4.' 205 140
MIN #27
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ENGINEERING DEPARTMENT
510, 3122 S
p $to 0F00E
ALL WORK SHALL
BE PERFORMED SANITARY SEWER L.I.D. 265
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ACCORDANCE WdTH A.P. W. n,. Abandoned C.& RS. R R/W at N. 24th St.
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CITY OF RENTO
ENGINEERING DEPARTNIN
SANITARY SEWER L.I.D.265
NORTH 26th STREET
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CONC�'11 E
INSTALL
—48' STORM M.H. E6 20r-12"CONC PIPE N 6 S. AS REQUIRED
z CONNECT
III: TO
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L 160 B L 34
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dw -EXISTING METERING M.H.
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ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W A
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SPECIFICATIONS.
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A4 CITY OF RE N T 0 N
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E N 1; 1 N E E I N 1; L)I- PAF?TMFNT
SANITARY SEWER L.I.D. 265
.... Lake Washington Blvd. North
ISM i
NAL West of Griffin Home
I ocr-,—T 0 rib 6 - 2-70
R E J
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9 11
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—INSTALL 43"STORM M.N.
EXISTING M.H.
CONNECT TO
-EXISTING M:�. -M.H.. 3
3
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M. H.
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- - - - - - - - - - - SEWER CONC. PIP,
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-- --- --------
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_ENGINEERING D_EPAR iMENT
SANITARY SEWER L.I.D. ZG5
Q 8380
90 fCiLTEREO �W ESMT. SOUTH OF NO. Z8 '2I ST. $
ASS /ONAI ENc,� WEST OF ABANDONED R.R. R /W.
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INSTALL 20' OF 12" CONC. CULVERT
INSTALL 20' OF 12" CONC. CULVERT
15' 8" CONC, PIPE
14" STORM M. H.
/—INSTALL
S 40' OF 12" CONC. PIPE M.H,*36
M.H.-37
7 +66 $1o. 11+66
Sm 15-66
12" CULVERT
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12" CULVERT
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Asphalt DO 4.0y
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---- — ----
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- - - - - - - - - - - - - - - - - -
14' EDGE OF ASPHALT LAKE WASHINGTON BOULEVARD
NORTH
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14. Me
N 0 T E
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
STE
CITY OF R E N T O N
ENGINEERING DEPARTMENT
SANITARY SEWER L.I.D.265
Lake Washington Blvd. North
West of Lake Terrace Pork
T D�Gib 'on DATE 6 - 2 -70 —E 2 -:3 2
ORAw, R. E. Jensen
—ALE I.-
CHECKED
NO. "911—H BY AIPR, DAY.
APPROVED ..'E, 10
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15 =0.45%
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INV. 161.40
INV. $1.60
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•
—10' EASEMENT CREEK TREES OT E
ALL WO;K� SHALL BE PERFORMED
INST ALL 20 - 46' C M I IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
I 'A. Me
A. C I T Y OF R E N T O N
M H, A -3 VNGINVERINC -, F)EPAF?rmEN r
SANITARY SEWER L.I.D. 265
Traverse from Lake Washington Blvd. N.
AL to Pelly Place North
EN D76 ' �t .. 6- 2.70 2-3-2
E. Jensen
Line PLAN% 1 _ 4 0 206,_ 41
63,
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NOTE: C.I.Pip. bjfw*,rM.H.A-2a M.H.A-3 i
be shackled in accordance wilb spec ifi cal i-S.
ALTERNATE "A"
FOR CONTINUATION
SEE SHEEr 6
S
EXIS ING PROFILE INV� 107.39 1
INV 107.10
S 10'0%
L 13'- 6• C. I. PIPE
22 BENDL Slo. 1-20 - EIeV 106 00'
PRESENT GRADE
PROPOSED
O�92
ANGLE POINT Stu
ELEV. 80.00
GRADE I `b
N_
REND Sta. 0150 ELEV. 70.00'
CONN
'ICT TO IZ TAIL - I": 40r
E.W, q M K SCALE: i4o" 5-10% L= 60' - 6" C 1. PIPE
VERTI�AL I"= 10' 1
INV. 65.2' --,,INSIAL.L
20 - 48 C,M.P.
I V s 64.69__... PELLY PLACE N.
PROFILE OR EASEMENT TO
INV _.
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33
34
35
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6
L.I.D. BOUNDARY
32
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38
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MEADOW AVENUE NORTH .. .. .... . . .. 2
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M
58
1
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NORTH 26th STREET 5
PELLY
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ti
49.
1
PARK AVENUE
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WEST I/2 CREEK TRAVERSE 7
NORTH
30
25
55
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24
1
NORTH 1/2 LAKE WASH. BLVD. N. 9
1
INDEX TO SHEETS SHEET NO.
kZ:
DA.t,M SANITARY SEWER L.I.D. 265
'U.S.C.&, G.S VICINITY MAP
DEBIGNEDT.O.Gibson DATE— FILE NO. 2-3 2
DRAWN E.Jensen —
SCALE I = I_
CHECKED— OD —_ "I"
NO. REVISION BY APPR. DATE APPROVED _. —_ SHEET —I OF 0
12-3--2/(
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23
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MEADOW AVENUE NORTH .. .. .... . . .. 2
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NORTH 24th STREET......... ...... 3
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ABANDONED C.& P. S. Ry. R/W at N. 24th ST.. 4
24
58
1
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NORTH 26th STREET 5
PELLY
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PL. N. to E. MARGIN Fly. R/W 6
WEST I/2 CREEK TRAVERSE 7
25
44
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EAST I/2 CREEK TRAVERSEc 8
r 26
24
NORTH 1/2 LAKE WASH. BLVD. N. 9
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SOUTH 1/2 LAKE WASH. BLVD. N. 10
LEDGEND
A
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L.I.D. BOUNDARYS SANITARY MANHOLE
-� 1!
1
- --- EXISTING SANITARY SEWER 0 SANITARY LAMPHOLE
1
I
PROPOSED SANITARY SEWER O S FORM MANHOLE
334
333
332
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—W— WATER LINE ® SEPTIC TANK
-T- UNDERGROUND TELEPHONE ELDON ACRES TRACT NO
MEADOW
AVENUE
NORTH
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12
13
14
15
16
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- - - --- EDGE OF PAVING Qi HILLMAN'S N0, 5 TRACT NO
41
G
19
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NTS — NOT TO SCALE
S -:43
_
CITY OF RENTON
W, S. H. D.
INTERSTATE
405
ENGINEERING DEPARTMENT
DA.t,M SANITARY SEWER L.I.D. 265
'U.S.C.&, G.S VICINITY MAP
DEBIGNEDT.O.Gibson DATE— FILE NO. 2-3 2
DRAWN E.Jensen —
SCALE I = I_
CHECKED— OD —_ "I"
NO. REVISION BY APPR. DATE APPROVED _. —_ SHEET —I OF 0
12-3--2/(
N
U
O
O
J
w
200'.
I-
r
z°
I
175'
'ESMT.
)' ESMT.
x
Q
S -143
*NOTE*
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
10-9 -70 R.E.J.
BEVIB.14 BY IAPPR.I DATE
(/
I
131
h ItQ V. 238.26' -- -'
w c
r
INV. 232.06'
1 x..225.
NOTE: C.I. PIPE BETWEEN M.H. 30 6 M. H. 31
M.H.# 26 (Drop) M. H.# 29 j � h � N TO BE SHACKLED IN ACCORDANCE WITH
— EXISTING PROFILE / P SPECIFICATIONS.
i M .
INV. 202.37 4., /-INV. 200.56 M.H.#30— r! y' z
w _ ` / 33
w v
_ INV. 19203 / �
200,
ui
of
WI
S= 0.73%
S = ...0.68 %
6 CONC. PIPE x L = 181 - 8 CONC. PII B° BES D 4 29 %9L o T -8' C.I. PIPE
INV. 181.37�—MDH�0 7,2 SEE SHEET 6 o • -INV. 188.71' . - INV. 191.57'
PROFILE SOUTH LINE ,
TRACT 333 FROM CL
—INV. 174.85 M.H. #24 � M. H.# 25 R.R. R/W TO E. MARGIN
INV. 172.69'
PROFILE (L ABANDONED C.6 P.S. RY. R/W _. ..
S =2%
L =181 B' CONC. PIPE
S = 3 % PE \ INV.. 170.92' _
L =IAI. 8" CONC. PI
INV. 166.75'
INV. 162.45'
SCALE: HORIZONTAL I" = 40' '
VERTICAL - 1— 10'
PROFILE W. MARGIN ABANDONED C. SP. S. RY. R/W
rlE_ 20E,,,,�� 2211
SHEET 4.- OF_J_
4/11
' ' '^
:";10-17
cl
60 8
oyvo
lull
ell
CITY OF RENTON
ENGINEERING DEPARTMENT
on
.......,.........................................
5'
M.H.OS
MATCH LINE
x 2G SEE SHEET 5 Sta. 1+85W
@)
05 C'ESMT.
U);
74
10
ou 1,
EXISTING EB" CONC.
SAN SEW R
0.
j N
C
. r
IAN EWER
2419 2507 1 2603
2609
2611 2615 2711
B 2717 il EXISTING
H.-
I MANHOLE
. 0 �E,
t rap) �
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M. H.- 4, :355 (Make -p) •
'on
Co Can, Con 'o Canc. C.—
�Tt_c _10 �86\ Co
5 QJ
I C ... no an"
t, ''C
............... . ............................. . ....... C .........
25' 1 _T 1— i,;p Q� ...... ....... 5'
Storm 12 1
Edge .1-A.1hott >i. ... Ir ... ... ..................... 12'..940" Culvert ....... -go
......... ... ..
25
L 225 -:e' CONC. PIPE L 290' CONC. tlPq'' CONIC. PIPE— L= 260— 8" CONC.-PIPE
A'
w
L
rL NORTH X
0 W A V ------------- AVENUE
d,w ------- ____ I- W
..... .. --- — I --- .......
.. ..............
_W
x_x_x_X_X_4t__X_X x T - T —�• T 1\ T &
G-1— Conc. Co w \M *I
SIG
?IG,a G—el w. Con. M.H.-Z Con,
A Cora.
i__1 ii I Sta.5+65S .2460 on
L $to. O+OOW
'I - -L 2416 2422 2502
Canc. M_
5+65S StO 24
2506 2510 2504 2604' 0 COW 2704 2710 \2716
2610
CITY OF R E N T O N
W. S. H. D. INTERSTATE 405 ENGINEERING DEPARTMENT
NOTE: Existing 8" Conc. San. Sewer a Existing Manhole SANITARY SEWER L.I.D. 265
To Be Constructed By Others On or Before May 1970.
,NOTE* As, Buic.-r" 10-9-70 R.F.J. Meadow Avenue North
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A. P. W. A. -AT- 6-2-70 FILE No. 2 - 3- 2
DRAWN R. E.Jensen
SPECIFICATIONS. I" 40'
scALE
PLAN: = 204... 1-47
X 9,/
12- 3- V 3
5 -143
• NOTE *
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
C I T Y OF R E N T O N
:NGINEERING DEPARTMENT
AITARY SEWER L.I.D.265
NORTH 26th STREET
M.H.# 17 d_
INV. 193.41 " M.H.
_ 18 �
DATE 6'2 -70 FILE
c—E Plan 1 1" = 40
cncc SH EET__.5_._OF
1408 _. J I _
--
i
1 1304 i� �T412 1I
� 1411
5 /fl
12-3-2/5
1313 f
i I.
1406
INV. 167.73 // 1301 o
EXISTING PROFILE
rL
175. - _.-
._.. 1
_- - -- _ __ __. _ -_ ___
_
INV. 184.92 c
__� ... -. 13j 01 -G -1 -. //L -.. -.1303 I .. a
a
1314
INV. 228.00
M_H. # 16 `QE m
4 I
_
1311
a
�
r
323
l
?
\20 8i
'
I c
y.
INV. 160.33
150..... -
EXISTING CL PROFILE I—`_I
__ .. _- __� -_- /.e _._
__ _.. Y
- __ - -___
_.
5 ale. Horizontal 1'= 40'
� I _
M. H.tkl 7
.��
I e _..
130.
- __
_... ._._. Vertical 1'_ -.10
-�. - 200`
/
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F
M.H. x 15
INV. 18592
-
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` ? \Qs.
INV. 123.43
\\—INV. 117.95
INV. 116.95
--
INV. 110.49
00.1_._.
5 /fl
12-3-2/5
Il
31 / e3ot 23
i. L.H. 1
/ , •�i.i i, .. 5C 1 Na
/ ••i.i�i.ilili, 32 $EE SNEETRT -` ` `
LINE S M.N. 23'.,6•
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ZH
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1 y Al Tf •'•a, FDa 26 e.
RNATf ..•�i. ,j �. o
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See Street i 29 \ °•••Ca_.,?+.`
M. H.'✓F iA -3 i- S 25' M.H.�20 \ .•'••.
St. 5 +09 Sta. 3.36 \, :,.oao:•' "••, • dO';,
\ �.• •.: �.10 ESM7.
a 5
,�••� PEA lY :woz' .: °• 10 ESMT.'°
M.H.a 19 ^. p
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St. 2 +22 ••'',.•:::p�PE .` a •; 4 ^ :. N / 2U
M.H.FI p "�.
PL Sf¢OFt 0 __ '•••GONG 5 :;•,(c aO .F L.H. 2
A ': a 28 G
i.i`•,i. 0. N. •�10 ESMT. • • 9 ° •~ •.•;,;;. '203
d
i.•�i �ilr I �Na/ Ope n
�'°P '••�10' ESMT. \ 33
I SEE SHEET -7 I
I 10' ESMT. ;;:Q�pF- �.\ �C- IA j
NG NO•
•;.•� •` Go '••..• SEE SHEET 4 T
\ " ;• .; > ;••••g J /M.N.+`22(Droe••.•� \ ALL WORK SHALL BE PERFORMED
33 34 3u b K `fig 'sea. 6 +97 ' FLOW \ IN ACCORDANCE WITH A.P.W.A.
LJ 37 38 \ 5' SPECIFICATIONS.
5
10' ESMT. CITY OF RENTON
ENGINEERING DEPARTMENT
21 SANITARY SEWER LAD. 265
M.H# z' Pelly Place North & Easements to
Sta. 5 +67.25
39 AS BUILT" 2 -18 -71 East Margin Abandoned C.aP.S. Ry. R/W
DESIGNED -E. Jeri er, DATE 6 -2 • 70 _ ?-3_2
- -- FILE NO._-..__
I'\ DRAWN R.E.Jensen
.
ALE PLAN x PG LAN I'
4' p 1a eo
o. [a6_pcl42
6 "C.I. A, CA -. j Je ec.f. PP .
NO. RESION APP R DATE ACPHPERCO _At SHEET_. C'_._J_
LH
1 id.H 23 (This Sheet)
` L.H. 2
8- O,
63' "C
6
ONC
S - 00%
�
i
P
�Rf
L' = CONC. PIPE
BO -6'
_
INV. 209.10'
INV. 209.16' 200'.
_
_. _ _
_.. 175'
INV. 208.87
200
PROFILE WEST LINE TRACT 26
!
/
DI ELDON ACRES
M.N.
#7,11
M.H. #20
� J
W .`\150
__.
,
�9
S =
.. ONG
G,�
175'
INV. 149.00
m
a
i
S' 4 r PIPE \\
i
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/
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CONIC.
L _ 2 27 - 9' C \.. INV. 147.72'
lNTS) \—INV. 147.40'
z
TM.H.xl9 ��
1
INV. 137.60'
6628'
ALTERNATE "A"
1
�/ e�G.p
INV. 137:78'
6
/
M.N.*. 14
i�
1�I DROP)25'
3
---
-- --- ---------
1
s = -3. Oxe PIPE
SCALE HORIZONTAL I"= 40'
I
_ 8 GONG-
215
INV. 118.32"
VERTICAL I" = 10'
L =
INV. 117.90'
� 1
=
5 1.00%
L = 255 - S" CONC. PIPE
L•L:' -'
SEE SHEET 11 INV. 107.89'
-INV. 110.19
INV. 109.90
_
2 -3 -2/ 6
r
0
z
0
J
CD
z
0
U
z
2
N
Q
9
W
Y
Q
5 -143
*NOTE*
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
® _-1--.- 12-3-Z 7
M.H. #14
1025.
FOR CONTINUATION
g
SEE SHEET 6
SV�E�
I
I
EXISTING PROFILE_
�. //
I
/ -INV. 107.39,
_.
o. INV. 107.10`
INV 103.16
I
/
__.
/.... .
95.._
/ mr" S =10.0% L= 13' -G" C. 1. PIPE
INV. 102 50
% 1 m 221/2 BEND -Sta. 1-20 - Elev. 106.00`
IIPROPOSED
PRESENT
T
\ Q4/ ANGLE POIN Sta. 0.92
/ b Q ELE V. 6 6.00'
i
GRADE 0
to
/
SCALE
VORTIGNTAL- =40
CAL - I "= 10'
X22/ 2 BEND St.. 0 *50 ELEV. 70.00`
\ S=10% L- 50'- 6 C. I. PIPE
INV. 65.4'
-
�..,,
65.2. INSTALL 20 46" C.M.P.
_
..INV.
% - - - - - - - - - -
\
INV. = 64.69`
-
-
_ 0
- --- --
PROFILE OF EASEMENT TO PELLY 'PLACE N.
�S = -2,02/ _INV 4731.
!' .. _... _.._ _._ _.... _ ......
-
L = 250 INV. = 46.90'
\-INV. 41.75`
7/10
® _-1--.- 12-3-Z 7
N 28th STREET — EXISTING 8 1 SANITARY SEWER (See File 2-3-5 for details)
— -7 — -.7 -Z — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — —
-------------------------------
Seeshw 2
1405
303 1307 1313 1
M.H.4 4 M. HA 5
Ste. 8+89.03 Sto. 10-24.06\ 1 1319
f 5
49 T x Z I
C. PIPE 303
319
W
"t.- M'H.*6 56 I
co" xi
C >
\--CONC. DAM
.........
"6,7,
0
_ CREEK 10 EASEMEii{7 C
. PIPE M.H.4 * 7 Sfa 1 -40.81 0. 0
IO'EASEMENT Lj
'6 to' ES M.H.* 8 (Drop)
CREEK St.. 14+92
::Sta. OtOOE 5
L 140' - 6" CONC. PIP
...........................
pF ........ W. 5-143
.....
--- ---------
L.H.# I -NOTE-
ESMTT 1+40-00
NOTE: ALI- STUBS CROSSING CREEK WILL BE 6" C.I. PIPE 10, /1 1 ALL WORK SHALL BE PERFORMED
L H I
St. 1+40
00
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
ESIAT
CITY OF RENTON
ENGINEERING DEPARTMENT
SANITARY SEWER L.I.D. 265
Traverse from W. line T L. 17 to
N.W. corner T.L. 45
DESIGNED TO. Gibs.. DATE-- FILE NO. 2-3Z—
.r',,:''• +/
DRAWN-1E. _J5en
DH ... D_ SCALE PLAN: I' =40 206 128
___
• +/ N BY APPR. REVISION DATE APPROVE
HEET j-0
- - - - - - - - - - -
— — — — -- ".90% C. PIPE
S CON INV. 155.W 150'
S 1.00%
SCALE� HORIZONTAL - I 40
8" CONC. PIPE INV. 154.90'
L 35
1'
INV. 147.60 VERTICAL - I"= 10'
INV- 146.11'
M.H. 9
St.. 16 +92.45 a
L.H.#
--- - ----
EXISTING PROFILE
2721
(Drop)
M.H..9
1319
(Drop)
1513
----------------------
-
S .5 .5 PIPE
C.
200
-.
S
L 14
8.1 CONC. PIPE
L IV9
'1 1307
M. H.#7
1 303
1317
INV. 195.00'
INV. 197.19'
INV. 197.00'
PROFILE OF EASEMENT ALONG SOUTH
EXISTING PROFIL E
INV. 185.00'
LINE T.L. 3 0.
1175
175'
M.H_. 6
M, H,1 5
S4
INV. 176.84
INV. I76.34
- - - - - - - - - - -
— — — — -- ".90% C. PIPE
S CON INV. 155.W 150'
S 1.00%
SCALE� HORIZONTAL - I 40
8" CONC. PIPE INV. 154.90'
L 35
1'
INV. 147.60 VERTICAL - I"= 10'
INV- 146.11'
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INV. 202.92
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5_ 14 2-
CITY OF R E N T O N
ENGINEERING DEPARTMENT
M ° ` . SANITARY SEWER L.I.D. ZG a
IL; r ES MT. SOUTH OF W0. Z8- ST. E
r 0
V.4 CL STUB I)(..70_5'
9fo70_ - yn� �d "As 6� T" 10 -9 -70 R.E.J. WEST OF ABANDONED R.R. R /W.
V' DESIGNED_ OAT' �� FIIE NO
DRAWN —' SCALERS SHOWN
Fle�o eoox nnrf�_.
Pl.A1J \i1fiW I
CHECKED _
- \ IR -40' _._. _.- -. I APPROVED SHEET '5__OF 1 1
12 -3 -2/8
-
NO. I REVISION BY APPR. DATE Ar
i W
-.
d
O
O
0
0
y
P
+
210
Z
INV _204.26
n
N
O INV. 202.45
INV. 202.92
xi
2
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INV. 201.27
=
i
n
------------------------
--
---- - - - - -- -- - - --
200
_
--
4 .�a oo eF
11 ly. rev moo•------------
0.52
0.69 ne 203 L.F. O'Cx.P.pe O. 66
101 L.F. 8'Co•.c.Plpc
'93 LF S "Coin. P.pc I 131T
\90
-
APP¢or<.IN 193.30
IN.r. 196.50
180
_..-
--
HORIZ. I " =40'
0 +00
1 +00
2 +00 3 +00 4 +00
5 +o0
12 -3 -2/8
i
i
1
e
ae ; 41
i v �
N
i
12 i .n
F-
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Z i J CONNECT
cr TO
Ld `r i EXISTING
k i M.H.
J
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S
46
V4 I
1 SEE SHEET 7 M.H.-32
I \N � eta. 1 +60,20
7- Rockery
41
EXISTING 12" CULVERT
M.H.#33
Sta. 3 +18.90
L = 160' - 8° CONC. PIPE
e W = f5$ _ 8' CONC __
.P "PE
20'
—�
CONNECT TO EXIST. MH,
�E d g e of Asphalt /; sTA. 0.00 SOUTH
% _- EXISTING METRO M.H.
P. C.
EXISTING METERING M.H.
2n96 ?\
REMOVE
- EXISTING 12" CULVERT
"As 3," 10 -9 -70 R.E.J.
Q
NSTALL
48' STORM M.H. 9 20' -12' CONC. PIPE N. a S. AS REQUIRED
A.H.-34
ita. 4 +99.40
— EXISTING 12' CULVERT
\ REMOVE
EXISTING 12 CULVERT
4sAl'ol/
—4,�JNC' p/, Af�'' ..�O�I�oWoil \
'STING IB" CULVERT
P. T.
J
*NOTE*
LL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
CITY OF RENTQN
ENGINEERING DEPARTMENT
SANITARY SEWER L.I.D. 265
Lake Washington Blvd. North —
West of Griffin Home
JOL "SIGNED T. D. GIb50 OAT. 6=2 -70 I FILE NO._2 -3
CRAW N R E. J e 1580.E ,
1-Tai 1 s ALE PLANT I'= 40 vie�o aooK 125
I.._NO. REVISION AR. I O.__. 'n� — Ast �xcc. v _- . _ ..._ SHE TF
5-143 9/11
.............e.
12-3-2/9
INSTALL 20 OF 12" CONC. CULVERT
M. H.n35
St D. 7 +67.20
EXISTING
12CULVERT
m r
_ --
m
T
---- I----------- - - - - - - - - -- -------- --
14' EDGE OF ASPHALT 20
E
INSTALL 54" STORM M.H.
& 40' OF 12" CONC. PIPE
INSTALL 20 IF 12" CONC. CULVERT
St.. 11 +66.70
EXISTING 12' CULVERT
15' — 6" CONC. PIPE
0. DEEP
M.H.# 37
Sta. 15 +66.90
,zlox Uzi ea i Asphalt Drivewoy
14 0
...
.....
_ " W
-------------------'°-----------------------
— — — — — — — — — — — — — — — — — — — --- - - - -�w
L = 400 — 8� CONC. PIPE
---- - - - - -- -------------------------------------------------------
----- ------ - - - - --
LAKE WASHINGTON BOULEVARD NORTH V-30
EXISTING 24" C.M.P. CULVERT
"As BuILr" 10 -9 -70 R.E.J.
d� °4iJ�14i�cNr''
i� � Tvsr�� Qua
� f
5 -143
*NOTE*
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
CITY OF R E N T O N
ENGINEERING DEPARTMENT
SANITARY SEWER L.I.D.265
Lake Washington Blvd. North
West of Lake Terrace Park
DESIGNEDTD.GIb50E DATE 6 -2 -70 FILE NO. 2_3 -2
.RA wN R_E.JJJensen
-'.+ —
CHECKED .J/� SCALF PLAN: _140 e�o eooxl�? Pno�6
----..__ , - - -, 2— . In it
ti
EX15T. METRO MH ROZ -17J
EXlS'�. MEASURING MANHOLE
z
0
J 30I I 30
OD I i
MANHOL-E NO. 10 -STA. O -Clo
i CONSTRUCT NEW MANHOLE AT
iJUNCTION OF r "SIDE SEWER
D WITH 8'• TRUNK SEWER.
(TO BE LOCATED IN FIELD)
3 i ✓/J
P`
MANHOLE NO.14
I 6 STA.O 00 E. E SO
1a i 0 —� (DROP)
\ . 10' ESMT.
ZO' ESMT.
LJ
N
J I I W MANHOLE NO-11 ZO'ESMT.
I I STA.0 +98 S9
MANHOt_E N0.13
I W STA. Z +481=
I N MANHOLE NO. IZ
STA . 1 +9 8 '=
z
J
a
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nJ
LL
ALTERNATE Ar (SEE SPECS.)
� � Z
A
d �2h 4G 2Gi \V'
O ��\SEE SH IEET S
ZS I I ZS I `SEE SHEET 6
deduced Print
DO Prot Scale
irry /,�hY
5 -143
CITY OF R E N T O N
-NOTE- D,,FO. ENGINEERING DEPARTMENT
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A. SANITARY SEWER LI.'D. Z%5
SPECIFICATIONS.
ESMT. THRU THF_ GRIFFIN HOME
DESIGNED rc-Z-70
DATE -- FILE NO.
DRAWN B.PETEi250N
50ACE PLAN 1 "•4o r
GHEOKED ,ego eooK— .._ancc-
�� /7i2 7 __ i I
LINV. OUT ,95.e4 _
_. � _.. __ . _. _ _... __ _ _ -_ � ___ __�� __' //\ 45.61�OF 8•iC.l. PIPE � __ _. .... _ __. __ _
®...,....., ..a. 12 — 3 — 2 / 7
-... �rin PGA• Y: tnals�t? FYkt9ua�nt?ril�kTi. ntxl^ �r1�: r�rifairl+ fy. laeXrsht. Wa[ rC77�rcbnkur7aN�. l' �bNNn9f�• ISJrN' i3efi41� ,r:Er2C,tnIk1�Y��rki,tul -....
o �
�
�
�
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5~43
,NOTE-
ALL WORK SHALL BE ma,opms"
IN ACCORDANCE WITH ^,m^
v,m,/c^r/owS.
o/r,oF eEwrow
smG/wssn/ws "sp^"r*cwT
SANITARY SEWER LiD.255
Trn,o,xo from Lake Washington 8|,d. N.
to Pelly Place North
�
/
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.°.^^u,
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/2-3-2/|| '
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- - - --
T�,r4i
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5 -143
CITY OF R E N T O N
ENGINEERING DEPARTMENT
DESIGNED BY__- FILE NOu
-- _ - - - -__ CHECKED wGt-
BY ',,'APPR.i DATE
12=3 -2-
ZL. I. D.
BOUNDARY
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tr 1 0 206
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--L.I.D. BOUNDARY
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NOTE; All nape lengths shown here the grace ;s
greofnr than 15% represents - t .pl length
L7of pipe, a not h.,i,cIntol distance..
PARK AVENUE NORTH
OD
INDEX TO S'-!EE" SKEET NO
<,> VICINITY MAP
UJI MEADOW AVENUE NORTH ........ 2
UJI NORTH 24th STREET . . . . . . • . . . • 3
ABANDONED C.9 P S Ry. R/W a! N. 24th ST_ . . 4
V)
NORTH 261h STREET . . . 5
"�2> PELLY PL. N. to E. MARGIN ky. RIN 6
GRIFFIN HOME ESMT. . . . . . . . . . 7
cli ESMT SO. OF N. 281h ST. . . . . 8
NORTH 112 LAKE WASH B! v0. N . 9
SOUTH 112 CAKE WASH, IILV0- N— . . . . 10
C2 ALTERNATE °A° .................................... 11
6 LEDGEND
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I EXISTING SANITARY SEWER - `SANITARY LAMPHOLF
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--T— UNDERGROUND TELEPHONE ELDON AC-E- TRACT NO.
M E A D 0',k AVENUE NORTH
CL STREET fAX LOT N&
trill (D3 ------ EDGE OF PAVING HILLMAN'S NO. 5 TRACT NO
01! 01� @ I I -') I
a I NqS- NOT TO SCALE 5-143
....... i CITY OF RUNTON
W, S. H. D. INTERSTATE 405 ENGINEERING DEPARTMENT
3VSANITARY SEWER LI.D. 265
VI ICI N11 E MAP
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