HomeMy WebLinkAboutS-01580DVo-ira b I e Trench W; d 1, 1
-Mairil;ne, 8" Cost Iron it
Existing Bulkhead or
'Safer
I Existing Dock High Level
✓ q., .40
L _J
jl
r- -
T-
-
Piers
Main Line
Primary (BY 157s)
Transformer 5 Vauii (By �ithe-s) -ete Collor
Secondary Power 7" x 4" Rat�ed Conc
1/4
Al b x
1 10 -J
IA Elec,- Conduit (Door Frame cost in place)
Service Lines
Ground Line
END VIEW
Main Line Location
Typical
No Scale
4— Manhole,
8" Cast Iron --Existing Bulkhead
Ifs, (mi X MJ)
(bid as part of
mainline)
}FT i -Z/,--"-, z
/il -Z
'Z-lL-6" C.I. 45* Beridla
P F Mi)
4 V,
Alh,
PLAN VIEW
--C.I. to Concrete Adopter (by others)
I--By others
Existirg Bulkhe-11 or High Water Le✓el
6" C, 1. Pion cr Cap (1,W) W/ 3/4" Top 8, F,;ug
Stub 5 Mar�!; e Clocinout (Tvpicol)
kf�t �.* �,A/se�dde
/to �Z�t6re,,prtp* I - , 1 6" C.I. 45' Bend (PFxMJ) -�� Connection High Reg fated V Jc , A I /` by property owner —
High a above high water level
�ondjtioa,.' • Water Le,,el 4 � C.I. to Concrete Adapter (by others)
"IVc I ast" J'a
A
Cost Stut
Lake Bottom "See Note,
Cast Iran
--Stub and Cicancut (Typical)
below", All pipe shall ae 13:'
Excavation and Backfill as for Mainline
Mainline -
Cost Iron. 'Y� (6) C.1- 45- Bend
(bid as part of Filter Material (Corc, or eq.,icil)
mainline) ar wl Foam Rubber Cellar
END VIEW
NOTE:
Stub FA Cleanout Detail A) For Single Stub:
Typical 6x4" C.I. "Y" (All Ill
NO Scale For Dual Stub:
6 G" C.L. "Y" (All Ill
Burlington Northern Rai !way
Mt. View Ave. N. (Private Road)
15"
Control Cabinet i Meter
Railroad R/W uonirot Panel petan
1; Electrical Conduit
(For Future Telemetering)
Piers
Main Line
Primary (BY 157s)
Transformer 5 Vauii (By �ithe-s) -ete Collor
Secondary Power 7" x 4" Rat�ed Conc
1/4
Al b x
1 10 -J
IA Elec,- Conduit (Door Frame cost in place)
Service Lines
Ground Line
Sec-lon
Flustistation Finish
4"
to
(a I
Approxima le Area to be Filled _
a Compacted (100 cu. yds. 4 �
2 "1
21 Steps vv?r
(Mi x NIJ)
o_ P_" Floor Box
\
sj
ludo -,e
Typi,:!:
o a
, I , �"\ ,
24 N,
Section A—A
n Dock
areas, pipe shall
be located
at approx.
center
between existing piers
PLAN VIEW
awl
-Existing Dock VarIoDie
Exist,io Bulkhead or High V,'oter Level
(PE xFL)
Nemrr III Enclosure
3/4" Marne Plywood for Mounting
High Regulated
W a Pi e r (Typical)
Level ter
11TE PLAN
Regulated
i, wall
Low
Noter Level Ede Existing 11-plie Bottom
Dl),)r (Afirri,um)
Pei Bcrs
_J
24" Max.
r Excavation:
Clam and /or Sho✓el
or Equal
2- 2" x 2" Angle Steel Post Floor Box (B")
with 2-- 2" steel 7 M a H a- Equaii
IT
124 Min
//'
TOP VIEW
Backfill:
-
Vz r, fvIcindire, 8" Cast Iron
Manhole Slab Detail
Native Material old /or as
directed Ely Enginteir
Ladder Detail
A
END VIEW
Main Line Location
Typical
No Scale
4— Manhole,
8" Cast Iron --Existing Bulkhead
Ifs, (mi X MJ)
(bid as part of
mainline)
}FT i -Z/,--"-, z
/il -Z
'Z-lL-6" C.I. 45* Beridla
P F Mi)
4 V,
Alh,
PLAN VIEW
--C.I. to Concrete Adopter (by others)
I--By others
Existirg Bulkhe-11 or High Water Le✓el
6" C, 1. Pion cr Cap (1,W) W/ 3/4" Top 8, F,;ug
Stub 5 Mar�!; e Clocinout (Tvpicol)
kf�t �.* �,A/se�dde
/to �Z�t6re,,prtp* I - , 1 6" C.I. 45' Bend (PFxMJ) -�� Connection High Reg fated V Jc , A I /` by property owner —
High a above high water level
�ondjtioa,.' • Water Le,,el 4 � C.I. to Concrete Adapter (by others)
"IVc I ast" J'a
A
Cost Stut
Lake Bottom "See Note,
Cast Iran
--Stub and Cicancut (Typical)
below", All pipe shall ae 13:'
Excavation and Backfill as for Mainline
Mainline -
Cost Iron. 'Y� (6) C.1- 45- Bend
(bid as part of Filter Material (Corc, or eq.,icil)
mainline) ar wl Foam Rubber Cellar
END VIEW
NOTE:
Stub FA Cleanout Detail A) For Single Stub:
Typical 6x4" C.I. "Y" (All Ill
NO Scale For Dual Stub:
6 G" C.L. "Y" (All Ill
Burlington Northern Rai !way
Mt. View Ave. N. (Private Road)
15"
Control Cabinet i Meter
Railroad R/W uonirot Panel petan
1; Electrical Conduit
(For Future Telemetering)
-See Detail Above- If. 4 4) Cipening'.,,
C.I. Pipe (FLx PE)
Concrete
"I
t� �,
Il Footings Drain
Submersible. Pump a Ladder See Detail
Electrical Co-,djit- 4" Flap Volve — '�
Existing Ground Line
<
8'l CJ. Intake Lire — 9 5" 501 1
2-- C
Armored Cable or
Conduit
Stem Support (if required)
Std Remo ce d
72" 1 D 5 ,
Armored Cable or Class II l.
Tee
Concrete -al 4
Steel Conr!uit Pipe (FL xFLxF
8 Gate Valve
High Lake Level Elev. 14.9
Low Lake Level Elev. 13,7
Flushstation IN
Pipe Location Detail J7 -Ladder
Ex'e�sion Stem Eiev. 13.
w/2" Operation nill
4" Steel
8" ',are Valve (MJxMJ) e. l (length
(Non - Risira Stf:m 2''
a
Intake Line,
Screened inlet Lake Bolllrcm------e
(Provide Shop Drawing for approval)
6
H P
Non - Clo
Tli,. .1;
7
Elev. 8.t
'VI L 2 1
-jive Support ------
Colic. V,
Intake Line Intake Line protected by
Rip Rap 8%9" Sumprole Reinforced infc, c e d Floor Se:
END VIEW
RAMI�
Intake Line Detail
Flushstation
No Scale
Main Line
Primary (BY 157s)
Transformer 5 Vauii (By �ithe-s) -ete Collor
Secondary Power 7" x 4" Rat�ed Conc
1/4
Al b x
1 10 -J
IA Elec,- Conduit (Door Frame cost in place)
Service Lines
Ground Line
Sec-lon
Flustistation Finish
4"
to
(a I
Approxima le Area to be Filled _
a Compacted (100 cu. yds. 4 �
2 "1
21 Steps vv?r
(Mi x NIJ)
o_ P_" Floor Box
\
sj
ludo -,e
Typi,:!:
o a
, I , �"\ ,
24 N,
Section A—A
Detail (Right)
15" tAm.
Intake Line
Std. Meterbase (7 jaw)
Meter (by others)
Estimated Water Table
awl
ci
(PE xFL)
Nemrr III Enclosure
3/4" Marne Plywood for Mounting
J Max.;
11TE PLAN
iii r, Exter-or
i, wall
Flushstation
Dl),)r (Afirri,um)
Pei Bcrs
_J
24" Max.
Scale I"=20'
or Equal
2- 2" x 2" Angle Steel Post Floor Box (B")
with 2-- 2" steel 7 M a H a- Equaii
TOP VIEW
x.
braces .
Manhole Slab Detail
END V EW
-See Detail Above- If. 4 4) Cipening'.,,
C.I. Pipe (FLx PE)
Concrete
"I
t� �,
Il Footings Drain
Submersible. Pump a Ladder See Detail
Electrical Co-,djit- 4" Flap Volve — '�
Existing Ground Line
<
8'l CJ. Intake Lire — 9 5" 501 1
2-- C
Armored Cable or
Conduit
Stem Support (if required)
Std Remo ce d
72" 1 D 5 ,
Armored Cable or Class II l.
Tee
Concrete -al 4
Steel Conr!uit Pipe (FL xFLxF
8 Gate Valve
High Lake Level Elev. 14.9
Low Lake Level Elev. 13,7
Flushstation IN
Pipe Location Detail J7 -Ladder
Ex'e�sion Stem Eiev. 13.
w/2" Operation nill
4" Steel
8" ',are Valve (MJxMJ) e. l (length
(Non - Risira Stf:m 2''
a
Intake Line,
Screened inlet Lake Bolllrcm------e
(Provide Shop Drawing for approval)
6
H P
Non - Clo
Tli,. .1;
7
Elev. 8.t
'VI L 2 1
-jive Support ------
Colic. V,
Intake Line Intake Line protected by
Rip Rap 8%9" Sumprole Reinforced infc, c e d Floor Se:
END VIEW
RAMI�
Intake Line Detail
Flushstation
No Scale
DETAILS A, B, Ek C
STUB & CLEANOUT
MAIN LINE
Fi.,USHSTATION
L) e 5 1 G N E�—.,—[7—GE.
E) A 1 F ])1A19ZH-B_I 91�2
- F!LE: Nc.1-J-D-270
DRA,,N—QLR-- L----------+——.----i
LIG. E.
v
NO. Ell' AP F. TE i A P P R 0V E D
SHEE.T -O `!
Al b x
Ex:s-)g C. -Dun.. Line Elev. '7
Sec-lon
7yp
i 2
•
x 4 C 1 Reducer
21 Steps vv?r
(Mi x NIJ)
Gct,,, Valve (FLx FL)
sj
ludo -,e
Typi,:!:
Wheel Handle
on— Rising
Line
Aluminum A Q n" I
Detail (Right)
Ladder Brackets
7, (Tylp coi)
J
Estimated Water Table
ci
(PE xFL)
J Max.;
e
It
i, wall
e-sibie
24" Max.
ewage Pump
12 .. Max I
J
x.
END V EW
Ladder Detail
C I T Y OF RENTON
ENGINEERING DEPARTMENT
DETAILS A, B, Ek C
STUB & CLEANOUT
MAIN LINE
Fi.,USHSTATION
L) e 5 1 G N E�—.,—[7—GE.
E) A 1 F ])1A19ZH-B_I 91�2
- F!LE: Nc.1-J-D-270
DRA,,N—QLR-- L----------+——.----i
LIG. E.
v
NO. Ell' AP F. TE i A P P R 0V E D
SHEE.T -O `!