HomeMy WebLinkAboutS-347337TYPE 1
BIRDCAGE
= 321.50
322 322.20 0 GENERATOR SET
x ■ FF ELEV= 322.40
■
I I ■ & AST
I I x ■
CHAIN LINK — �— ■
\ FENCEITM
I I 8 "x6" TEE-------_m
CONNECT 0
u
\ x DOWNSPOUT TO ■ BUILDING
\ \ FRENCH DRAIN II FF ELEV= 322.50
I \ \\ II
Y
\$ "x6" TEE
I \
r 4 33 LF 8" FRENCH \ ♦� \ AREA FOR
C9 DRAIN PER DETAIL +, ♦♦ �\ CONTROL �ODOR
YARD
8" 45' BEND \ \ ,' ♦♦ \ \ HYDRANT
8" 11Y' BEND ease \ \ \4 \\ \ \ \
ok-
CLEANOUT s \
I RIM= 322.20 �Ra s \ \ ♦• ♦ ♦♦
IE= 318.30 \
\ \ +\ ♦4
�Iz
YI
z
0
of wasq�
37847 _
FOR CONSTRUCTION
RECORDS ONLY
REVISED TO INDICATE
CONSTRUCTION RECORDS
REVISED BY: TERRY VAN WECHEL
DATE: JULY 20, 2012
CONTRACTOR: SHORELINE CONSTRUCTION
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD
INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS
NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS
OF INFORMATION PROVIDED BY OTHERS AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
PHILL
Roth Hill, LLC Te1425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
5
P
G
HOT BOX WITH
PREVENTER
�P
P
\
NE 3 -23 -5
I \ o u n ry
\` \
GB TYPE iP, SCALE IN FEET
\ \ \ RIM = 321.65
\
\ \ PROPOSED
\ \ TRANSFORMER
\ \ \ 321.85
O \ \
REMOVABLE BOLLARD \ \ \ \
PER CDR DETAIL H019A
x - - -.
-- - -- - -- - - - - -- - - - - -- -----------------------------------
___________ ___ ____ ___________ 322 6'R.
I I
I I
I I
I I
I I
I
I I
I I
2.23 I O
It
I I
6'R.
I
I I I
322
� I I
� I I
I I OVERFLOW
STORAGE
VAULT
I I I I
I
1 322.15 T\
I I I
I I I I
I I 322.20
I 1 322.15 I I
I I 322.24 322.24 �
- -- ---- - - - - -- -- - - - - -- ---------------------------- - - - - -1 Ir
L______ _ ______ _______ L ---- J
__ ______________________ ___
� — 3 2.10
® I
322.35
� ✓x � 3
Y
122.35
1
\ i 11 111161
\ \ 1 WET WELL �
\ \♦ ' \� \ 1\ i 111161
\ \ ♦♦ A. . I,, RA
\
\
\
8" 22J¢' BEND-,,
8" 11Y4* BEND \ /
CLEANOUT
RIM = 322.97 —
IE= 319.20
AERIAL LIGHT MOUNTED ON---//
TRACT H POLE (SEE ELECTRICAL DWG.)
4 15LF 8" FRENCI
STONEGATE C9 DRAIN PER DET
PROPOSED 121
GRAVITY MAIN
(SEE SHT. 5)
\
\
ilksx x x
® ■
■
0
,1
/1 w
_7-�414 4p 11 , f_
1
_
VALVE VAULT
d
4d
a
e °
NN °'
N
Y
d. °
a
a
°
d
Q.
\
/
TRACT "A"
d
°
/
G
1 STORM INRLTRATION
Q
C9 SYSTEM DETAIL
\ Q /
RIM
321.00
5 LEVEL SPREADER
7-
Cg
PER DETAIL
100'
WETLAND BUFFER=
—z
--
=
\
x
x x x
x�
8 "IE= 317.77 ■
4 "IE= 317.85
1
3'x25' INFILTRATION
x
■
C9
TRENCH PER DETAIL
■
TYPE 1
BIRDCAGE
= 321.50
322 322.20 0 GENERATOR SET
x ■ FF ELEV= 322.40
■
I I ■ & AST
I I x ■
CHAIN LINK — �— ■
\ FENCEITM
I I 8 "x6" TEE-------_m
CONNECT 0
u
\ x DOWNSPOUT TO ■ BUILDING
\ \ FRENCH DRAIN II FF ELEV= 322.50
I \ \\ II
Y
\$ "x6" TEE
I \
r 4 33 LF 8" FRENCH \ ♦� \ AREA FOR
C9 DRAIN PER DETAIL +, ♦♦ �\ CONTROL �ODOR
YARD
8" 45' BEND \ \ ,' ♦♦ \ \ HYDRANT
8" 11Y' BEND ease \ \ \4 \\ \ \ \
ok-
CLEANOUT s \
I RIM= 322.20 �Ra s \ \ ♦• ♦ ♦♦
IE= 318.30 \
\ \ +\ ♦4
�Iz
YI
z
0
of wasq�
37847 _
FOR CONSTRUCTION
RECORDS ONLY
REVISED TO INDICATE
CONSTRUCTION RECORDS
REVISED BY: TERRY VAN WECHEL
DATE: JULY 20, 2012
CONTRACTOR: SHORELINE CONSTRUCTION
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD
INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS
NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS
OF INFORMATION PROVIDED BY OTHERS AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
PHILL
Roth Hill, LLC Te1425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
5
P
G
HOT BOX WITH
PREVENTER
�P
P
\
NE 3 -23 -5
I \ o u n ry
\` \
GB TYPE iP, SCALE IN FEET
\ \ \ RIM = 321.65
\
\ \ PROPOSED
\ \ TRANSFORMER
\ \ \ 321.85
O \ \
REMOVABLE BOLLARD \ \ \ \
PER CDR DETAIL H019A
x - - -.
-- - -- - -- - - - - -- - - - - -- -----------------------------------
___________ ___ ____ ___________ 322 6'R.
I I
I I
I I
I I
I I
I
I I
I I
2.23 I O
It
I I
6'R.
I
I I I
322
� I I
� I I
I I OVERFLOW
STORAGE
VAULT
I I I I
I
1 322.15 T\
I I I
I I I I
I I 322.20
I 1 322.15 I I
I I 322.24 322.24 �
- -- ---- - - - - -- -- - - - - -- ---------------------------- - - - - -1 Ir
L______ _ ______ _______ L ---- J
__ ______________________ ___
� — 3 2.10
® I
322.35
� ✓x � 3
Y
122.35
1
\ i 11 111161
\ \ 1 WET WELL �
\ \♦ ' \� \ 1\ i 111161
\ \ ♦♦ A. . I,, RA
\
\
\
8" 22J¢' BEND-,,
8" 11Y4* BEND \ /
CLEANOUT
RIM = 322.97 —
IE= 319.20
AERIAL LIGHT MOUNTED ON---//
TRACT H POLE (SEE ELECTRICAL DWG.)
4 15LF 8" FRENCI
STONEGATE C9 DRAIN PER DET
PROPOSED 121
GRAVITY MAIN
(SEE SHT. 5)
\
\
ilksx x x
® ■
■
0
,1
/1 w
_7-�414 4p 11 , f_
1
_
VALVE VAULT
d
4d
a
e °
NN °'
N
Y
d. °
a
a
+----- •---- 'w-- '°'— w'--- _*w - -- W - - - -W — �W-
..........� ....1.... MEN :a.
x x xJ d
CLEANOUT
\
®® \
�� ® ®® RIM = 322.20 n
IE= 320.00
8 "x8" TEE W/
\ '� 8 "x6" REDUCER
7�ROPOSED 8" 4 27LF 6"
FRENCH DRAIN C9 FRENCH DRAIN
/ (SEE SHT. 5) PER DETAIL
PROPOSED 8" FORCE
MAIN (SEE SHT. 5)
a
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320. 7
1
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322.10 I
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321
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322.30 '
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+----- •---- 'w-- '°'— w'--- _*w - -- W - - - -W — �W-
..........� ....1.... MEN :a.
x x xJ d
CLEANOUT
\
®® \
�� ® ®® RIM = 322.20 n
IE= 320.00
8 "x8" TEE W/
\ '� 8 "x6" REDUCER
7�ROPOSED 8" 4 27LF 6"
FRENCH DRAIN C9 FRENCH DRAIN
/ (SEE SHT. 5) PER DETAIL
PROPOSED 8" FORCE
MAIN (SEE SHT. 5)
a
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320. 7
1
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322.10 I
1
321
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322.30 '
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