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TRACT "A"
/ 1 STORM INFILTRATION
C9 SYSTEM DETAIL
CB, TYPE 1 P,
RIM 321.00 5 LEVEL SPREADER
=
C9 PER DETAIL
- - 100' WETLAND BUFFER _ - -
I x x x x x-------- -
x x
L
8"IE=317.77 ■
41 IE=317.85
3 x25 INFILTRATION
■
C9 TRENCH PER DETAIL ■
2
P
R
OP
E
CB, TYPE 1
W/ BIRDCAGE
RIM = 321.50
I 32 322.20 : GENERATOR SET
FF ELEV=322.40
x
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x
CHAIN LINK
SECURITY
FENCE I
` \ J x
\ I
\ V x
\ I
\
8" 45' BEND-
8" 11Y4' BEND
CLEANOUT-
RIM=322.20
IE=318.30
BR0/)
OF WAWASS�l
wr
�r
37847 4
sEcrsTER� ����w
SjONAL E`
T 1"
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.
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
■
ANTENNA
■ & MAST
■
8"x6" TEE ■
322.2.
■
CONNECT ■
DOWNSPOUT TO ■
FRENCH DRAIN ►�
�I
■
■
■
CONTROL
BUILDING
FF ELEV=322.50
AREA FOR
\ ♦, \ I FUTURE ODOR
+ ♦♦ �\ \ CONTROL
\ \ �♦♦�� YARD
\ + ♦♦ � \ HYDRANT'
\
HOT BOX WITH BACKFLOW \
PREVENTER \
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37847
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�ssIONAL E���
DRAIN PER DETAIL
TRACT "H"
STON ELATE
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60
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ISTV,
�sSIONAL E��Z
32U
NE 3-23-5
3 BLOCK WALL
C9 PER DETAIL
�IIIIIIINn��
OIL/WATER SEPARATOR, ( 1
PER DETAIL C9
1 5 0 5 10
CB, TYPE 1 P, SCALE IN FEET
\ RIM = 321.65
PROPOSED
TRANSFORMER
321.85
REMOVABLE BOLLARD
PER COR DETAIL H019A
-- -------------------------------------------------------------
)3 k� -
--------------- 322-------------------------
322.--------
I I 322.23 I O
I L6'R.322\ I I
I I OVERFLOW I I
STORAGE
VAULT
I I 322.15 I T
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I I 322.20 I 1'
I I 322.15 I I
I I 322.24 I I
322.24 1
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\ \ - - - - - - - - - - - -
322.35 \\ i/ �� 1 I
♦♦ �� ® � �1 I 322.25 i 'C
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♦♦ `�\ \ I WET WELL
♦ I I I
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♦e
\ \ ♦♦♦ 322.
322.15
\ ♦ \ \♦i x
\ \ + ♦♦ `\ \ \ \ 322.35 j I 322.30
e `
\-w----w----w-----\---w--- w--- w----w-�
■■■■■■■■■L■i\1■■■■■■■■■■■■■■■■■■ OMEN ■■■■ ■■■
\ x -x x -x-
x x x
8" 22Y2' BEND �� 7/ ■ \
8" 11Y4' BEND CLEANOUT \ ■ ` CLEANOUT
RIM=322.97 _ �_ ■ RIM=322.20
IE=319.20 T _ - - - � � _- - 8"x8" TEE W - - - IE=320.00
/
AERIAL LIGHT MOUNTED ON 8%6" REDUCER
POLE (SEE ELECTRICAL DWG.) ♦ PROPOSED 8" 4 27LF 6"
�4� 15LF 8" FRENCH / ♦ FRENCH DRAIN C9
DRAIN PER DETAIL FRENCH DRAIN
(SEE SHT. 5) PER DETAIL
PROPOSED 12"DI / /
GRAVITY MAIN ♦ PROPOSED 8" FORCE
(SEE SHT. 5) MAIN (SEE SHT. 5) /
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5-341308
SURVEYED: SCALE: DATE:
VERTICAL: 1 83/1 STONE GAT E
DESIGNED: AS NOTED HORIZONTAL: NAD AD 983/1991 � CITY OF 6 25 2010
ELB/LDS LIFT STATION REPLACEMENT PAGE:
DRAWN: RENT 0 N �
TVW DRAWING NO:
ONE INCH DATU M
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH GRADING AND DRAINAGE PLAN CIS
N O _ REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
8 42