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EXIST. 15' ROAD NW 1/4, SECTION 3 2, T 24 Nq R 5 E W.M.
.( & UTILITIES PROPOSED 15'
/ EASEMENT EASEMENRAINAGE
L17 ... L16 L15
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L12
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IN � N �
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LOT 7 LOT 6
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c,81 I I LOT 5 I I I I LOT 4 111 LOT 3 LOT 2 I I M LOT I = e.a i =W.0 M =720 M =80.0 I � I seo r� . o o 1 1 M =0o 11 M = iae
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15 M 5 51
SS STUB 1 1 W X ,,�,I SrA 3+08 1 1 5 Ss STUB i ) 5 5 15) � w11TER sa�VticE 15
_ SS STUB � _ 15151 I I E — 53.0 I E - 61.0 1.73 LT TV DETII� 8106 I
____ A IE - 67.0 �-- _J L_ l l SS S U' B __.� L. %w 6 w 6
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-- -- ° IE - 75.0 '�'� I SS STUB I SS STUB ---� I
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L24 ____ IE 91.0- I E -- 101.0- • I
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w 0' MAIN TYP Arev =18.321 S.F.= 4 PUBLIC w Ac TREET �` LO
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SCALE IN FEET
INSTAL. STORTZ ADAPTOR
1 - 8" 01 L(W X Fl) I I 1, m --- N _ _ EX. SSMw PER AS -BUILT "` +- 12$ -�. -
�-- . . . .
3 - 8" cv V BOX (FL X YJ) EX. 15' SANITARY SEWFR I I� RIM =65.5f `"� -- �- � � �� � � �i A Le
5+M7 22 CTS' --- NORTHEAST
5' SLF 8' D.I. PIPE ESMT PER REC. Dri��`; IE =54.7t VERIFY I STA 3+016.42 ISS Sm a 4F OW (W) `" —
SEE DV& "A" %4 LF 8" M . x-- 6�- i�E-{w I 1E = 85.0 COW. THRUST RM ----, 37th STO
SS STUB -
5' S' cL -52 --� e; Cw IZ X Mr) 28 LF e' M
11
I I IE 77.0 I B w FL X w fi PVC SSE
Y I 0 2X WN. 1r. '�'
III I j 1 COW. THOM IRM LOT 8 CM SEE SFA 5+52.
11
SURVEY LEGEND
LEGEND
SET 5/8" REBAR & CAP
FOUND REBAR AND CAP
FOUND IRON PIPE
FIRE HYDRANT
CATCH BASIN TYPE 1
CONIFER TREE
DECIDUOUS TREE
STEEL FENCE POST
UTILITY POLE
WATER METER
WATER VALVE
CB TYPE 2
SANITARY SEWER MANHOLE
YARD DRAIN
EDGE OF ASPHALT
HOG WIRE OR CHAIN LINK FENCE
AS NOTED
CEDAR FENCE LINE
ROCKERY
EX. CONTOUR
LOT I O 1 LOT 9 1 I � 8" VERTICAL CROSS '— -- " —"' � - """- PROPOSED ROW
' STD DETNL 8078 RE]�yVE 8l.Ow OFF
STALL STORTZ ADAPTOR I I 1 I^ PAGE 6 OF 6 Ir 46 X Oil
+ (MJ X FL) FOR
I m= 88.0 I >Rlli = Wo Imi I n • u POL G
10 UTILITY M = 00.0 I J 8 G.V. w X MJ EX. ROW
EASEMENT SS STUB 8'�f6 REDUCER W X
I 15'151 _ UPON NOCEPrANCE OF
5 IE -- 81,0 15-15,1 151 , -- .. — .. -- .. — .. ---- PROPERTY LINE
� OTHER TESTtMIG, COIiNECT TD Dc W.M.
IN ccloROlr�►TaN WM CR OF MM W
SEE DETAL V ,�
- -- ----- - -- - - -- LOT LINE
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o O o I f 10'
� � N I N w �'� -- ---- — - - -- -- -- - - - PROPOSED EASEMENT
L4 DETAIL �� B
- -- ...,._ - - I L5 � r'`�• ._._ � ._. ___
-eo EX. EASEMENT
... _. _ ...._.._.... TESTING
DETAIL "A" DETAIL 1113" rn N.T.S.
N.T.S.
SEE STD DETAIL 13112 - PAGE 6 OF 6
120
110 _...- - -- - -- --
I
100 ___._._ ._ _____ -- - _- _.___ -- WATER 8c SEWER PROFILE
SCALE: 1 " =30' HORZ
90
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80
FILL �
I ROAD'
_ _ -- - - - - -- ----- - - - - -- __ _ _ - - - - -� - -- --_ - TO _I
WATEI
70' .. _- .._.__..___- -__�_____________ _
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N
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40
OF
Er
AS NE DI
DATUM ELEV
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o6
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2 +00
WATER &SEWER PLAN
SCALE: 1 " =30'
3 +00
4 +00
FINAL x
N.T.S. �
5 +00
RQLL 20.E FR5��1
I SEE STD DETAIL
13114 -PAGE 6 OF 6
W
120
1
45' BENDS (2)
F 100 STA. 5 +56.12; 10.75 RT.
"x6" REDUCER &
CONNECTION TO EX.
WATER MAIN
-�
100
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1
50
f
40
1
1
WATER LEGEND
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SEWER LEGEND
PROPOSED
WATER
EX. WATER
PROPOSED
GATE VALVE
PROPOSED
CONC THRUST BLOCK
PROPOSED
TEE
PROPOSED
REDUCER /INCREASER
PROPOSED
WATER METER
PROPOSED
CAP
PROPOSED
BEND
PROPOSED
COUPLING
PROPOSED
HYDRANT
W/ STORTZ
ADAPTER
S S S PROPOSED SANITARY SEWER
s s s EX. SANITARY SEINER
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5- 33070/
Infrastructure
ICON Consulting
E„�,g . Corporation
1082 Kirkland Avenue, N.E., Suite B
Renton, Washington 98056 r
Phone: 425-272-1020 - Fax: 425- 272 -1021 I
cD ' S• 33o7ai, i./ X30'70 /
4
BENCHMARK:
14� CITY OF RENTON
BENCHMARK
#2116
ELEV.= 42.15'
NAVD'88
OASIS OF BEARING:
SEE SURVEY
RECORDED
UNDER 20010607900002
i
S AMEO MAY I i 2006
4