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�j FF =386.0
BF =378.0
7+65.0 -44LT
6" SS STUB
72LF 6" SRVC
1E= 365.55
87.70
F S 88'14'32'_E
I �
0 +55 SS LINE
=6 +93.31- 22.241T MONROE
SS11H #4 48" STD
RIM- 376.95 BF-J78.0
IE= 364.10 -IN -S
C6 IE= 36.4.00- OUT -E3
I
1
0+,551
+55- SS- 30.5L r
6's S STUB
30LF 6" SRVC.
L - JE =3§4.70_
96.45' - - -- -
ll 87°12'48" W
6 +9617-321 r -
6" SS STUB
38LF 6" SRVC
O 1E= 367.44
O I -
2 FF= 390.0- I
0 +00 SEWER LINE BF =3820
=6 +54.921 5'RT, MONROE
SSMHg5. 48" S
RIM = 384.$3
IE= 375.00 -N 94.00' - - -
S 8809'40" �"
6 +45,32LT
6" SS SW
36LF 6" SRVC.
O IE= 37575
O � I
� I I
FF =400.0
BF =392.0
1
I
- - -
F
94.00
�8
380
N' 4 0_ 7 FF =375 0 1 I
33.4.0 BF= 367.0 " '
I 1 15' SEWED' E4SEM
STA: 87.49C 6 1 1 +95.97- 10'Rr(SS)rh,.,I i� 0--10'
6" SS STUB
382,E ANG PT SrA 21.48 rn
I
388
_ - S 6+075,
S88 09'40 "E
O 394
O
i'D 17.50'
RAD PT _,
1 161
I ULF 6 SRVC
!E =362.0 Lo
16"
'THIS SE
1INS
a.en
8
_ /
- - - - - - - - - -
O
TALLE
SHORT PL
---
- - - - - - -
r - -- - - - --
- --� i�oo
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Lo
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FF =372.8
6BF,364.8
O
BF
O I
r -- - _ --
0
V
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Z
(Q
FF 375.8
0
O
1.
398
BF =378.0 IE =37300
BF =367.8
^
p I
OI 7 +8725- 224Lr
`'� _ R DETENTION
O
7 +57.3 -5717
s° SS -S
Z 6" SS
LT
EX SERVICE (n
-
44LF 6
-
X- EX EYCLONE FENCE
x-- _x_x�x -x-�
LF 6" s
L IE- 7
,
\
L - - - -
I 6 +20 -31'RT
IE= 363. 81 -
'40 -E
-
-- - -_
45LF 6" SRVC.
O
=36 .0 +40 L CL(SS)
_
1E =389.0
0
5
94.00
REMOW TEMP CO.
9
- _ -
EP N 5088.107
�XO EXTEND 8" P
/ 2+ .17 -10'1 r(SS) V
1E= 351.53 -8"
O
04
EX SSMH
RIM= 399.07
1. 47' E 4735.126
- - -
-
6" SS STUB
O
OFFSET S 8809'40" E (PLAT)
1
N 1
/ 14LF 6" SRVC.
7 +00
Ed4735-126
T
-N 5083.802 6 +00 277.25' PLAT -
E 4849.529 ( ) -+
Z 276.97' (MEAS)
CITY OF RE TON55.0
/
15' SEWER
O
r�
25'
25' /
EASEMENT t,
N52908
E4745
h
1+000
- -- ----- - -2 +00 J
- - - = _ -_ 60.53. - --
- - -NS
I
STATONS FOR NE 17TH PL, PER C.O.R.
AS -BUILT DRAWING S -113, DATED 4- 16 -69.
I
4 S 887 '32'" E
o E 4
I
-
-- - 55LF 81P
i
S =19.829
j 3,
�I 19 771E 8 "PVC S� 1114
380
N' 4 0_ 7 FF =375 0 1 I
33.4.0 BF= 367.0 " '
I 1 15' SEWED' E4SEM
STA: 87.49C 6 1 1 +95.97- 10'Rr(SS)rh,.,I i� 0--10'
6" SS STUB
382,E ANG PT SrA 21.48 rn
I
388
_ - S 6+075,
S88 09'40 "E
O 394
O
i'D 17.50'
RAD PT _,
1 161
I ULF 6 SRVC
!E =362.0 Lo
16"
'THIS SE
1INS
a.en
8
_ /
- - - - - - - - - -
O
TALLE
SHORT PL
39
86.54'
-`�
IEXTENSIO
S 8$ Q9'40" E
�°�
FF
I
5' (SIDEWALK
EASEMENT
- - - -- -
BF
r -- - _ --
0
2 +a4- 601Rr,�ss)�
(Q
6
6 °
8' '
i 6" SS STUB p
FF =386.0 60LF 6" $RVC. p
1.
398
BF =378.0 IE =37300
(SIDE SEWER SERVICE
E4TPROPERTYLINE
co
HONEY CREEK PARK
n
EX SERVICE (n
-
X- EX EYCLONE FENCE
x-- _x_x�x -x-�
90 88 - J
L - - - -
I 6 +20 -31'RT
��. n�' S88
'40 -E
1 6" SS STUB
I
45LF 6" SRVC.
O
`
_
1E =389.0
0
5
94.00
9
- _ -
EP N 5088.107
LOT
1 161
16"
FF =394.0
°0
LOT 3
HONEY
CREEK PARK
39
I
5' (SIDEWALK
EASEMENT
r -- - _ --
0
(Q
ICUT AND CAP EX i
O
398
0
(SIDE SEWER SERVICE
E4TPROPERTYLINE
co
HONEY CREEK PARK
EX SERVICE (n
-
4 .85
_
-
Lo
N
5
94.00
- _ -
EP N 5088.107
EX SSMH
RIM= 399.07
1. 47' E 4735.126
- - -
-
- -
_ _ IE= 39242 0
110.00'8+00 - °
OFFSET S 8809'40" E (PLAT)
1
N 1
5 +00 MONROE CT NE
_ NEW /NTX NE 17TH PL
7 +00
Ed4735-126
T
-N 5083.802 6 +00 277.25' PLAT -
E 4849.529 ( ) -+
Z 276.97' (MEAS)
_
r�
25'
25' /
NE
� t h PLACE
%
I
STATONS FOR NE 17TH PL, PER C.O.R.
AS -BUILT DRAWING S -113, DATED 4- 16 -69.
I
I
NOTE. -
ALL TRENCH RESTORATION SHALL BE TO
CURRENT CITY OF RENTON. TRENCH
�V I
RESTORATION AND STREET OVERLAY
DETAILS AND STANDARDS.
u I
wwp
t.
' •. -POR TION Off" THE N W 114 OF THE SE 114 OF �
SECTION_, 4, TOWNSHIP 23 ,NORTH, RANGE 5 EAST, !�( M
Cl TY OF REN TO, N, S TA.TE OF WASHING TON
15 CITY OF RENrON
STORM EASEMENT
ti�
i
EX HOUSE TO REMAIN T FF =354.0 \ M \ -
I
CITY OF RENTON ; 3 #00 -
._s
SEOER-
285�0� EASEMENT -
�39.645 �
L ------ PA R.C��'\ , A
FF 354.60
S�. DRAIN FIELD EASEMFf lT
ENr
ZEXWOZ a FENCE
WER LINE MUST BE I FF =35320
D WITH THE ROSE
AT PRIOR TO SEWER O -
l� ,FOR ELLS RAIN PLACE.
=3730
=3sso� O 12' ao\
-
--
LOT 10 ACCESS ACROSS - - - - - - - - - � / \
- -- __
EX. RECORDED EASM TS N o -
I 1� o 0 33' 20' lNGR S /EGRESS
45 U77LITY EASEMENT REC NOS.
x+88 EASM'l
1 +00 PVT RD 12' 0 - - - - - - -- - - - - x ,
I�t 9205131423 & R:O. S
12'x26' CITY OF EN TON O 9108269012 n t O I
ROAD EASEMENT F1 o - - - + ti� 00 d:
97. 12 �% I 00 N)
! S88 °09'40' E 93.65' 9z9z+z = 1
20' PAVED ACCESS ROAD I
TO LOT 10 REQUIRED. iJ. t70'
1 ,
10' SETBACK FROMO
TOP OF BANK
II N II
all q ��
LOT 5
LOT 4 THIS SEWER LINE MUST BE O 3 h^
INSTALLED WITH THE ROSE
SHORT PLAT PRIOR TO SEWER v
EXTENSION FOR ELLE RAIN PLACE. CIry ` c rtnul r
�.,�.1
S- 3x64 /S- 3 /L3 /¢oTE S.P) 15' SEWS I 0 R =3
EASEMEN I co
�l I i1
Ton=
CONTRACTOR r0 FIELD / 1 ' I � I
Del t(
VERIFY EXIS77NG MANHOLE 111
INVERT ELEVATIONS g r ( N 5085. 6
h 1 5107.6123
EX. SSMH y9 PER 1 + 4
DRA -WNG Na - 113 /
v � \
5+00
i ro N 5075.088
E 5053.244 4foo �� N --Qrr8
EX SSMH 119 -48'-PER R -3 \
DRAWING NO. S -113 \ 3Sp�
RIM= 372.06
1E= 36706 -8 "IN
1E= 361.66 -8 "OUT
H. To RECOMMENDED
W "S FOR APPROVAL
�e
/DATE S�
�os`a 34 BY 5� YJATE
SS10xnL E` BY DATE
jEXPIRES 6%22/05 BY BATE
BY DATE
F� ' '' , scAnly
R111410-71"1" 4 �.Q
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