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VALVE
3307 MT VIEW AVE. N. #17(419
#18(6,09
LAKE k'14 w Toly-
,--RETAININCI WALL
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6" WYE CI.
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II
II
II
C
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a.
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3103 8 3107 MT. VIEW AVE. N. *.9 (e), 3111 MT. VIEW AVE. M-#10(6"9
LAKE_ 94614IN4TON
LAKE WASHINGTON BULKHEAD _4_'C_.1._PLUq VA_LVE - ('DELP
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3115 MT VIEW AVE. N.*11(6
3233 -
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EXIST. 61, G.T. S. SEWER --3213
3217 :ASPHALT: &D:L_P L W_ VAI.VEL_
DRIVEWAY
7v
VALVE
VE
3205 a 3209 MT. VIEW AVE. N.#13(6'_'9_
LAKE IVASHIKTON
3401
It q EXIST.
4"CLAY
E "_ea'
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_6" PLUCt VALVE
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4' , It
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VAL VE
3401 LAKE WASHINGTON BLVD.#1-9(6`l
Horton Dennis CIV Associates, Inc.
Consulting Engineers
KIRKLAND, WASHINGTON
- DEEP 1,4LIFRO-M GARAGE
6" C.I. C.O.
TO SURFACE
3'DEEP- 20'
NORTH OF
DRIVEWAY
OF 3233
VA L VE VA L VE
3213_a 3217 MT VIEW AVE. N.#1.4-.(6"9 3233 MT. VIEW AVE. N.-*16(6"')
#(4'%_
1. it
-3405i
6" _PLUG
VA LV L
3DEEP -
6 "X4' REDUCER =
LAKE
WASHINGTON
K2 lz',
IFALVE
3405 LAKE WASHINGTON BLVD.#20(6"9
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
- LME- WASHINGTON
6?"'C.I. STUB 0
00 C=>CD cneDl= C"." C> =1
a, C.I. C._O_L. D.I. P
LUG VALVE
TO LYMV 7" DEEP
30' -IM TO LAKE
EXIST. OVERFLOW
IN-MANHOLE
REST ROAMS
it
VAL VE
KENNYDALE BEACH PARK#21(6*)
VPKIKII/r)AI 17 SEWER LINE
7-87 5791.0
SCA-
N.T5. SANITARY SEWER L.I.D. 270 SH—NO.
F 8 NO— SIDE SEWER DETAILS 8 1.10
_411-c'l. STUB
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G VALVE
C.O.
45;* SEND
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6" BLIND FLANGE
4" TEE_
_EXF5TINr7 SIDE__SEWER
_310-1-11
-TO 7
EXAST. S.S.
LAKE k'14 w Toly-
,--RETAININCI WALL
3 _4' PLUQ VALVE _::_Z'_9E_EP__
6" WYE CI.
7TZ__ 7— —EXIST. 4" S.S._� it
II
II
II
C
�_ONC. RAM
a.
VALVE VALVE
3103 8 3107 MT. VIEW AVE. N. *.9 (e), 3111 MT. VIEW AVE. M-#10(6"9
LAKE_ 94614IN4TON
LAKE WASHINGTON BULKHEAD _4_'C_.1._PLUq VA_LVE - ('DELP
WOOD C:1
BD. 4.`X4_"-r_EE ro
ULK"EA
STUB
G' PLUC4.._VALVF - [-DR
6'X4 LJFr\C_wyE.-
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3' DEEP - I' RISER
D.I. PLUG VALVE
COUPLING
n -EXIST. I " G.I. I
--SIDE SEWER
VAL VE
3115 MT VIEW AVE. N.*11(6
3233 -
SURFACE
HO-TTUB DRAIN
LAKE
_aNNECTION
r - -- -EXIST C'CDNC- 4E s WA5141ff4TON
FLUCj_VALVE: _PKA J� -
CG _FP
' OWI-FENCE
------ �__FENCE
-4 L3r'
FENCE
coupulmr4
EXIST. 61, G.T. S. SEWER --3213
3217 :ASPHALT: &D:L_P L W_ VAI.VEL_
DRIVEWAY
7v
VALVE
VE
3205 a 3209 MT. VIEW AVE. N.#13(6'_'9_
LAKE IVASHIKTON
3401
It q EXIST.
4"CLAY
E "_ea'
-X4"-REDUCER
_6" PLUCt VALVE
DEEP
&"C.O. CAPPED
1.4' DEEP
4' , It
_!'STUB
VAL VE
3401 LAKE WASHINGTON BLVD.#1-9(6`l
Horton Dennis CIV Associates, Inc.
Consulting Engineers
KIRKLAND, WASHINGTON
- DEEP 1,4LIFRO-M GARAGE
6" C.I. C.O.
TO SURFACE
3'DEEP- 20'
NORTH OF
DRIVEWAY
OF 3233
VA L VE VA L VE
3213_a 3217 MT VIEW AVE. N.#1.4-.(6"9 3233 MT. VIEW AVE. N.-*16(6"')
#(4'%_
1. it
-3405i
6" _PLUG
VA LV L
3DEEP -
6 "X4' REDUCER =
LAKE
WASHINGTON
K2 lz',
IFALVE
3405 LAKE WASHINGTON BLVD.#20(6"9
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
- LME- WASHINGTON
6?"'C.I. STUB 0
00 C=>CD cneDl= C"." C> =1
a, C.I. C._O_L. D.I. P
LUG VALVE
TO LYMV 7" DEEP
30' -IM TO LAKE
EXIST. OVERFLOW
IN-MANHOLE
REST ROAMS
it
VAL VE
KENNYDALE BEACH PARK#21(6*)
VPKIKII/r)AI 17 SEWER LINE
7-87 5791.0
SCA-
N.T5. SANITARY SEWER L.I.D. 270 SH—NO.
F 8 NO— SIDE SEWER DETAILS 8 1.10