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PORTION NW 1/4, SE 114 SEC. 4 TWN. 23 N., R 5 E., W. M.
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
MATCH LINE SEE SHEET 15 MATCH LINE SEE SHEET 14
r- --- -- --� V 1;143�6''H1
0.3 E C��- r 651E 6 0 $S STUB , ,
00
0=42,1321 2 .00' 1.
o - Top _ I ( ( I I I II FF= 431.00I/ S84° 04" c„ 1
D 1 4- 36 -28'17 f(4 �� �: /�J RAD 7. a
14 F 6-0
\\ \ IlE=3920D�STUB
\\ \\ 11
t\ 1EL42Tf4SS S7UI \ 20
\ \ I \V\ \ \ON \ '.� �' FF =431 bk R3 x
/ t� 1
\ ti
48" SSMH
R /M= 401.69
SE 1E= 394.59Q-'�
N /E= 394.69 O
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0 +20- 0U7FALL SS C0NNEC770
SADDLE AND TAP EX 12 D �
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SS /E= 306.001
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\ \\ Top \ \ \\ E= 96 (�(��Sy/ \ 7
IJHL /C \ \� - FF ' \. \ ,GT a ° \
U ( \ \ - - - -- -� / 7
j�p "58" PUBLIC unlm£s 1 6 2
EYI SEMEN
IN LL 12' W70 \ \ \ \ " --
ALL 7HER \ \ ' \ \ \N \ \ • • \ \ \ - I
GRAVEL D FOR \ \ '��,�w� 391E '� SS STUB
/
U77UTYAC SS \ \ 6` \ I 1E =390 F 416�� +65 SSSTfYB'
\ 121E 0 lU /E =41 0 /
0) \\ \\ \\ F =4116 \ \\ F, \ ✓E= 4. 0 FF =43 i'
M 115 4 \ \. / u 1 , ` \. \��'\• 4 00
M T OF STEEPS
COMM NDA770N)
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16' ACCESS & PUBLIC
TTILITIES EASEMENT
\
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o f 1 lE= 420.39 -ro S
Y - 123• m \ d 1 o
20' CCE��N� ,`r- 1 00 I 1 1
U77LITY " \ 1 1 1 1 o
`•a, ±236020rRT EASEMCNT I 1 \ L 1
\ a �\
ts%f8 B IE -.4 6ID SS STUB I 1 1 0
1£,418.00
N, FF=426
5 +L VA \ VA NN-
48"
/ SS \ 73. - 2.41r
R/M= 403.94 \ \ \ 48 MH \
NW 1f= 393.84 \ \lM•�41 .80 \/
= 393.84 %5'�P6IBL/C� S\ \l 411. 0 -V, �Y �-- ✓' 1 1 i
SW -393.74 \\ IL= 4kSo—E \\ �W. \. S 113.33' x j�
16158' PUBLIC U77LI7/ES\ \ - Top
LO A \\ \ " _ \ \ EASEMENT
10
15' PUBLIC S M \ \� \� \ ' �\
--D IMAGE EASE \ \ \ \ �` \ \ \ SSC0 1 1 +ss, 25'17 m a
15- PUFL/C SANITARY \ \��� \ \\ \ \ R1M= 429.0Q '% \ � i
SEWER EASEMENT \lE= 421.69 - '' w 1 \
\ \ \ \ \ )K=426 1 \ \ \ ----'-------
8" ID DR /SCOP I' MIN. � \ \ \ \ \\ �+\ • \
WITH ANCHORS AT 'MAX `
l , DETAILS ON �\ \ \ \ �\ \\ S=341412
IRY SH 19
—\ I \ \\ \ \� �2 \ . \ — 1
// \ - :4�p j "A B BUILT" NOTE:
N E � � , � \ �lV 1 �BUlL7"' IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND /NF0RMA71ON SUPPLI
C0N7RACT0R.
13715 oe as
\
25 1 saro
IFALL
LLJ
\\ \\ \ \ ° N RECOMMENDED
\ \\ \ FOR APPROVAL
\
0_ \ BY DATE —
�� 30 SA NI CRY \ \� \ \ \ — — — 'N BY DATE_
SE ER EASEMENT \ \ \ �\ �2 — _ BY DATE _
C/T OF R�,NTON \ \ — — — r — \`�� \� BY DATE -
BY DATE _
1 " =20'
SEE PROFILE ON SHT 19
Q1'; 5 --34-1 �-1 -
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PORTION NW 1/4, SE 114 SEC. 4 TWN. 23 N., R 5 E., W. M.
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
MATCH LINE SEE SHEET 15 MATCH LINE SEE SHEET 14
r- --- -- --� V 1;143�6''H1
0.3 E C��- r 651E 6 0 $S STUB , ,
00
0=42,1321 2 .00' 1.
o - Top _ I ( ( I I I II FF= 431.00I/ S84° 04" c„ 1
D 1 4- 36 -28'17 f(4 �� �: /�J RAD 7. a
14 F 6-0
\\ \ IlE=3920D�STUB
\\ \\ 11
t\ 1EL42Tf4SS S7UI \ 20
\ \ I \V\ \ \ON \ '.� �' FF =431 bk R3 x
/ t� 1
\ ti
48" SSMH
R /M= 401.69
SE 1E= 394.59Q-'�
N /E= 394.69 O
`36b
to
340 In
W N �Lo
BIA
J � o
Z \
0
rn
FY
0
0 +20- 0U7FALL SS C0NNEC770
SADDLE AND TAP EX 12 D �
SEWER MAIN
SS /E= 306.001
3`30
I Z-
\ \\ Top \ \ \\ E= 96 (�(��Sy/ \ 7
IJHL /C \ \� - FF ' \. \ ,GT a ° \
U ( \ \ - - - -- -� / 7
j�p "58" PUBLIC unlm£s 1 6 2
EYI SEMEN
IN LL 12' W70 \ \ \ \ " --
ALL 7HER \ \ ' \ \ \N \ \ • • \ \ \ - I
GRAVEL D FOR \ \ '��,�w� 391E '� SS STUB
/
U77UTYAC SS \ \ 6` \ I 1E =390 F 416�� +65 SSSTfYB'
\ 121E 0 lU /E =41 0 /
0) \\ \\ \\ F =4116 \ \\ F, \ ✓E= 4. 0 FF =43 i'
M 115 4 \ \. / u 1 , ` \. \��'\• 4 00
M T OF STEEPS
COMM NDA770N)
/
/
IN
0
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t 3.70'17= \ C 1�.25'LT 11 H
I Q
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11
\1�
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1 �-
I
I n \ \
1 N
I �
I N.
SSM
16' ACCESS & PUBLIC
TTILITIES EASEMENT
\
I _
•%
o f 1 lE= 420.39 -ro S
Y - 123• m \ d 1 o
20' CCE��N� ,`r- 1 00 I 1 1
U77LITY " \ 1 1 1 1 o
`•a, ±236020rRT EASEMCNT I 1 \ L 1
\ a �\
ts%f8 B IE -.4 6ID SS STUB I 1 1 0
1£,418.00
N, FF=426
5 +L VA \ VA NN-
48"
/ SS \ 73. - 2.41r
R/M= 403.94 \ \ \ 48 MH \
NW 1f= 393.84 \ \lM•�41 .80 \/
= 393.84 %5'�P6IBL/C� S\ \l 411. 0 -V, �Y �-- ✓' 1 1 i
SW -393.74 \\ IL= 4kSo—E \\ �W. \. S 113.33' x j�
16158' PUBLIC U77LI7/ES\ \ - Top
LO A \\ \ " _ \ \ EASEMENT
10
15' PUBLIC S M \ \� \� \ ' �\
--D IMAGE EASE \ \ \ \ �` \ \ \ SSC0 1 1 +ss, 25'17 m a
15- PUFL/C SANITARY \ \��� \ \\ \ \ R1M= 429.0Q '% \ � i
SEWER EASEMENT \lE= 421.69 - '' w 1 \
\ \ \ \ \ )K=426 1 \ \ \ ----'-------
8" ID DR /SCOP I' MIN. � \ \ \ \ \\ �+\ • \
WITH ANCHORS AT 'MAX `
l , DETAILS ON �\ \ \ \ �\ \\ S=341412
IRY SH 19
—\ I \ \\ \ \� �2 \ . \ — 1
// \ - :4�p j "A B BUILT" NOTE:
N E � � , � \ �lV 1 �BUlL7"' IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND /NF0RMA71ON SUPPLI
C0N7RACT0R.
13715 oe as
\
25 1 saro
IFALL
LLJ
\\ \\ \ \ ° N RECOMMENDED
\ \\ \ FOR APPROVAL
\
0_ \ BY DATE —
�� 30 SA NI CRY \ \� \ \ \ — — — 'N BY DATE_
SE ER EASEMENT \ \ \ �\ �2 — _ BY DATE _
C/T OF R�,NTON \ \ — — — r — \`�� \� BY DATE -
BY DATE _
1 " =20'
SEE PROFILE ON SHT 19
Q1'; 5 --34-1 �-1 -