HomeMy WebLinkAboutBLD2004-00148A
FINAL AS BUILT'
DATE -zr-
SURVEY
POINT
ELEVATIONS
1.
103.7
TOE BANK)
2
103.6
TOE BANK
3.
102-8
TOE BANK
4.
99.6
TOE BANK
5.
92.8
TOP BANK
6.
85.2
TOE BANK
7,
92.0
TOP BANK
8.
97.9
10.
93.4
(TOP BANK)
11.
82.1
(TOE BANK)
POTENTIAL FUTURE
BEAUTY SHOP IN
SINGLE -WIDE
HOUSE TRAILER-
PVC BALL VALVE
ON EACH LINE
Q
�t 4
a I_- .
3e �
o
2
J Q
0
� l
PVC BALL VALVE
ON EACH LINE -
ENTRANCE
FMAINTENANCE
ACTIVITY
JBUILDING \
I
EXISTING 750 GAL CAPACITY
SEPTIC TANK
/ SEE NOTE 1
PARKING /
63' /
2 /e
l I I ! ! 10
20'
l ! 28'- 9"
IIII oa /
�o
PUMP STATION
I l I8 (SEE DETAIL)
/
IN-UNE FILTER
/
WELL ( MONITORING
3 PLACES)
T T t )
SEE DETAIL.
I IIi
\I l l �lI /•I I l � l
I I I I SEE NOTE 2.
Q
0 5 3
� SEE NOTE 3
z- 7-�- -
v�i PARKING
SEE NOTE 1 I 3
B6
PERMIT # BID
04-0148
JEFFERSON COUNTY DCD
NOTES:
1. CONTRACTOR WILL LOCATE, CUT, AND PLUG EXISTING SEWER LINE AS SHOWN.
CONTRACTOR
TOR ELL INSTALL
NEW SEWER LINE CONNECTIONS AS SHOWN.
TY PREFABRICAE
JAN 29 199 2 SEPCONTICACTOR WILL INSTALL THREE TANNKS AS SHOWN. BAFFLES IN2FIRST00 ATWO TANKIS (TO EAST) WILLD
�(yUi ( BE REMOVED.
T.
HEALTH G 3. CONTRACTOR WILL INSTALL 135't NEW 4" DIA. PVC SEWER TIGHTLINE FROM
SEPTIC TANKS TO EXISTING 4" DIA. SEWER PIPELINE AS SHOWN. NEW PIPELINE
WILL BE TIED INTO EXISTING PIPELINE WTH A 4" DIA. PVC LONG TURN
TEE WYE.
ACAD DIRECTORY PATH & DRAWING NAME
(JFB)C:\ NACOWEST\DISCOVER\300\304\C-1.DWG
GRAPHIC SCALE
0 100, 150' 200'
FEET
DATE PRINTED APRIL 30,1992
LICENSE STAMP
SCALE
DATE
SURVEYED BY
DESIGNED BY
DRAWN BY
_ wola f
�s
PRO:" RTY LINE--
CLEANOUT
PUMP STATION
�z (SEE DE ,11
555't DIA. PVC ® 2L(Ml ��c-
�
60
145' T
'
�41
TWO-WATWO-WAYROAD
7W0�O
I
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I I
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I I
I I
I I
I I
i
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SEWER COLLECTOR
TIGHTLINE (TYP.)
I
I
I
A
PROPERTY LINE
RESTROOM
2 EA. 1200 GAL SEPTIC
TANKS WITH BAFFLES
REMOVED ��•`r,1
SEE NOTE 1� 1
10' (MIN.)
162'
�
- -
- -
- -
1
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d
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I P I I I I I
I•IIIIIIIIIIII
I
80'
, � I
PVC BALL VALVE
ON EACH LINE
14
-
IN-UNE FILTER
1" = 50' REVISIONS
JAN., 1993 N0. DESCRIPTION
1 REVISED TO SHOW AS -BUILT CHANGES & ADDITIONS
J.J.J.
TNT/JFB
y
I I I
9'
TYP.) o
6 7
MONITORING I
4LAC�. DRAINFIELD "B"
SEE DETAIL
12
F OF
°�° 15 ZO 16
1
SURVEY POINT ELEVATIONS
1. 97.8
2. 95.3
3. 90.8
4. 96.5 (SOIL LOG)
5. 93.4
6. 91.8 SOIL LOG)
7. 90,5 (TOP BANK)
8. 98.8
9. 98.3 (SOIL LOG)
10. 95.7 (SOIL LOG)
11. 91.8 (SOIL LOG)
12. 90.0 (TOP BANK)
13, 100.0
14. 97.4 (TOP BANK)
15. 93.7 (TOP BANK)
16. 91.0 (TOP BANK)
I
I
I
I
I
I
I
I
I
I
I
/ I EXISTING DRAINFIELD
(TO REMAIN)
I
I
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I
1
JEFFERSON
DEPT. OF CJ,L1Nf
SIGNATURE: r� �
I
Tgaik5A O BNORTHEAST LOTH PLACE
(pouscomd ELLEELLEVUE, WASHINGTON 98005
TELEPHONE: (206) 455-3155
CONSTRUCTION ENGINEERING GROUP
PRE
DATE APP. IDISCOVERYJAN/93 JJJ BAY
PROJECT
SEWER RENOVATION
DRAWING SUBJECT
SITE FLAN - AS BUILT
SHEET
OF
2
DWG. NO.
C-1