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° ° � Nil 1/4; ..SECTION 32, T 24 N, R 5 E W M.
� I_(D � � EXIU¶uTM PROPOSED 15
e- � W ° CV - _- EASEMENT ,, � STORM DRAINAGE
- - -.
a ¢ � 6 0 � / - -- - -- -- - . -- - - - :. . _ _ EASEMENT
_Q- -a- -
- = _
L . -- a --r.�. � �__ -�__ � ° - _ - - --
SURVEY LEGE V °D
SET 5/8" REBAR &CAP
FOUND REBAR AND CAP
FOUND IRON PIPE
-. -- FIRE HYDRANT
- -�- -� -- `'�'�' CATCH BASIN TYPE 1
CONIFER TREE
30 15 0 30 60
DECIDUOUS TREE
SCALE IN FEET STEEL FENCE POST
UTILITY POLE
WATER METER
Ij
WATER VALVE
CB TYPE 2
I
SANITARY SEWER MANHOLE
_
�..,:
YARD DRAIN
--
�
EDGE OF ASPHALT
I � WITH STORTZ ADAPTOR
\ . - ._.
-- - -- - HOG WIRE OR CHAIN LINK FENCE
�, T -- ,,_.- _
AS NOTED
-� � - ---__ - - -
s. s__
- CEDAR FENCE LINE
_^
,
.. _ . ROCKERY
1�� �y
I - NORTHEAST __..._
. -_. -.. EX. CONTOUR
w 0 :: �- a - a uv s v aOZ RL x MJf .,...., _........,...�.. I I .....,.,..,_ I � - ___.-_ - _J . -
ESMT PER REC DWGS ( IE -54.7+ VERIFI' - �..., tL ., ^:� . ,. _ "�-' I STA �3 +06:$3' f _ � � — ->r J — � • 8. 45° BEND (MJ) r� r � ¢ y.,
a �'' 5' SLF 8• DJ. PR'E I � SS STUB � X- 6-- 11� -{MJ Ir- - > —' CONC. THRUST BLOCK �\ 3 ( l,ll S T.
,o� sEE DETNL n• I ( 5zs LF rr rn _
;r -
I�-B- _ _ _.:..
-. � .. ` . " ,_ 15' S'I CL -52 ', � .64.5 � I � ,6'�GV FL X'M�J), I 6 �/G SIDES � 26 LFCL 52
�j _ I ?i I .' ' ASS�MBLY ®2�� MIN NP � FOR SIDE SEWER - —
"�
COHCITHRUSf'BCOCK ��.CONNECTION SEE
LEGEND
I �� � ��� � �r' LOT 10 . � I I I 'LOT 9 �. `l �dT �B: I REMOVE BLOW OFF � — - - - PROPOSED ROW
.
O - i _I�� SS ST156 .'., � DETAILB078 8. 45' BEND (MJ,: X MJ) ��'I ' J� 8� VERTICAL CROSS
' �, �� INSTALL. STORIZ ADAPTOR I. I �., I � -- _. '.: .' PAGE 6 OF6 CONC THR STBLOCK ...Q_ I . "_ . _.. .._..- - ___ (MJX FL) FOR _ __....
W ...
rr�� , � I I I ES STUD s "- � � I � IE 76.6.. ,n POLYPIGGING -- - __ _. __.. ..
�.., ;� V �' .I 10'.UTILfiY :. I� 8•G.V. {MJ..XMJ �i EX., ROW
/��
o � ,� EASEMENT ,� I I :.. I .. 8°X6 REDUCER A((MJ X PE1 — .. _ .. — .. _ .. —. PROPERTY LINE
�-� �' � � 5 'S I5 S;I I5 UPON ACCEPTANCE -0F BACTEFFIOLOGICAL
�` �. O.� I I ± AND OTHER TESTING CONNECTTOEX W.M: W
` � T:� it -=� _'_ �._ I � r� ; I I IN. COORDINATION: WIRi CNY OF REMVN ' � °---- - - ---- LOT LINE
w ;. � �° �-, '� � �" ;:- I I � o � o > J j o 1_ -J W t 10' - - -- - - - - - - - PROPOSED EASEMENT
h Ki � _ � N I I� DE;I AIL11�11
� .� N N
I � _� •� � h
� P-I' ,,�. _�� ---- _ _� �,�._ t l ✓ — — EX. EASEMENT
I T _, , _. -
-' � STING
o __ _ _ ,, _ TE _ t
- -- — `� .
'�' � I N.T S. ___
DETAIL IIAII v , � - - , , � DETAIL 11611 _ - - - - - -- • - - -- •-
� � SEESTD DETAIL
a � v rv.TS. WATER &SEWER PLAN;AS -BUILT FINAL - - — - a 1 6114 - PAGE s of 6
�I SEE STD DETAIL 6112 -PAGE 6 OF 6 N.T.S.
SCALE: 1 " =30' W
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mm
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11
1C
9
8
7
6
5i
STA 0 +09
EX. 8"
C.I. W.M. -
41
AS NI
DATUM ELEV
30.00
s �,
I
;' ` z
s j�� o
���
tea= w
__._- EX. WATER
° w5 �
5 —
N
� �z
GATE VALVE
0
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x
r:
CONC THRUST BLOCK
11
1C
9
8
7
6
5i
STA 0 +09
EX. 8"
C.I. W.M. -
41
AS NI
DATUM ELEV
30.00
0 +00
1 +00
2 +00
-•
3+00
4 +00
5 +00
f ;e '
.: r
e - � � =-
120
5' BENDS (2)
STA. 5 +56.12; 10.75 RT.
8 "x6" REDUCER &
100 CONNECTION TO EX.
WATER.. MAIN.
EX. 6" C.I. W.M.
100 STA. 5 +62.93; 8.5 RT
EX. SSMH X23
RIM = 111.12'
FL = 102.01'
90
w
PROPOSED
I
_.___. _.-
__._- EX. WATER
N
PROPOSED
GATE VALVE
PROPOSED
CONC THRUST BLOCK
}Y{
PROPOSED
TEE
►
PROPOSED
REDUCER /INCREASER
e
PROPOSED
WATER METER
7
PROPOSED
CAP
I
PROPOSED
BEND
PROPOSED
COUPLING
�
PROPOSED
HYDRANT
W/ STORTZ ADAPTER
T
.PROPOSED
GRADE.
SCALE: 1 ° =30
��
HORZ
d -__
_ _ _
_
_ ,.
-
STA. 3 +06.42; T.7
8.. 8.. , ,�
LT. ?
,
-
FH ASSEMBLY
�S,
�5
I
Z
�
coNO.
E�
I
i�
15�
FILL AND COM
ROADWAY PRIM
TO INSTALLATI
ACT
PRIOR
N OF
� +
EX. SSIvIH
-
� '
#22
i \
WATER MAIN.
�
�
FL = 79.
7'
r7
cJ
P\Py
r C.
S ' �
PROPOSED
8" DI CL -52
M
o
i
2A5
�
F g
t
a
F-
1 �
9 Z'�
EX. SSM
L
X21
' � COt`C'
p'�P��
RIM = 6
FL = 54.
.5'
i' (TO VERIFY)
1
STA. 0+
5 L
.33; 14.87` R I.
ORZ EX. SSPJ'
END RIM = 4
X12 A T LK WA. BL
.74'
VC.
DED -
_ _.-
I
I
— -
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M
.n
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W
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ro
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rn
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o
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O
0 +00
1 +00
2 +00
-•
3+00
4 +00
5 +00
f ;e '
.: r
e - � � =-
120
5' BENDS (2)
STA. 5 +56.12; 10.75 RT.
8 "x6" REDUCER &
100 CONNECTION TO EX.
WATER.. MAIN.
EX. 6" C.I. W.M.
100 STA. 5 +62.93; 8.5 RT
EX. SSMH X23
RIM = 111.12'
FL = 102.01'
90
w
PROPOSED
WATER
_.___. _.-
__._- EX. WATER
N
PROPOSED
GATE VALVE
PROPOSED
CONC THRUST BLOCK
}Y{
PROPOSED
TEE
►
PROPOSED
REDUCER /INCREASER
e
PROPOSED
WATER METER
7
PROPOSED
CAP
.(�
PROPOSED
BEND
PROPOSED
COUPLING
�
PROPOSED
HYDRANT
W/ STORTZ ADAPTER
—s S 5 PROPOSED SANITARY SEWER
80
s s s EX. SANITARY SEWER
—s-3 EX. SS STUB
70 s s sue— EX. SS TEE
�5� PROPOSED SS STUB
60
g33oT03
BENCHMARK:
CITY OF RENTON
BENCHMARK #2116
ELEV.= 42.15' NAVD'88
BASIS OF BEARING:
11AS- BUILT °° SEE SURVEY RECORDED
C1 UNDER 20010607900002
40 �\ H �q .
r
RECOMMENDED Infrastructure
FOR APPROVAL � '�
Consulting °s �,�TER�°,����,
B "� ° "'E� Corp€�ration SZONAI �' 2,26 -e7
BY.' DATE: Engineers - Surveyors
By DATe _ 1082 Kirkland Avenue, N.E., Suite B ExF,��: Ba -os -Ba
Renton, Washington 98056
Phone:425- 272 -1020 - Fax:425- 272 -1021 I
Ab,S- 33D7a5 AJk���
WI - 3307 03 CSCAN )