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SCALE IN FEET
COORDINATES AND PIPE DATA
12" WELL #12 SUPPPLY 18" BCW TO EXISTING BUILDING
STA. 50+00.00 TO STA. 53+19.22 STA. 55+00.00 TO STA. 57+87.93
STA. 50+00.00
REF. TIE-IN DET. M21
(1) 12" SLEEVE, (MJ
W/MEGA-LUG)
(1)-12" SPOOL, (PE)
(1)-12" 45° ELBOW, (MJ
W/MEGA-LUG)
(2)-CONCRETE BLOCKING
CONNECT TO EX. 12" W
CONTRACTOR TO
VERIFY EXISTING IE.
N=175421.37
E=1311589.22
I
SURVEYED: -
DESIGNED: J.E.
DRAWN: R.B.
CHECKED: G.P.
APPROVED: -
2 RECORD DRAWINGS RB 1 /06 GP
1 ISSUED FOR CONSTRUCTION RB r 0 0 GP
NO. REVISION BY DATE APPR
A B C D
0
\ 3
O O
00
J
12
0
\ 5
/14�
52-4-OC�r
79
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L
\� 83
60
C 10
290 LF 18" DIA, DI
P
C
D1
TRENCH SECTION
TRENCH SECTION
1
10
STA:
STA: 57+87.93
: 57
FINISHED
STA. 57+57.54
89
GRADE-\\
NEW 12 WATER
c�C_ AAC-1�
.L` rr ",. �, , �. yr ,
89
EX. WA TER CAP
C`TA -CC' r -7"1 C:'-7\
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nn��t /rnrr �IA/ r\r� n In r
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PER DEMOLITION
P_AN /
Ir`vr� A'vt_r\rl_vvv UlAr�Ily
IL_ r II IJ I
/
III
85
�T-- �/r-�,Z
85
FXISTINr r,PAnF_
i rR vrv�cu i vRivi \ I
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- -
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IE=O0.81
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- - - \IjI
80
-
75
h I h I
- -
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--�
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4? 1,R I I
75
I c
1 F-= 77 S n
I n I I
I
STA'
.5_ Fi-hF.5 PQ STA:
5/+52.81
/
\
It=/4.50
Y
/F-=74
Qn - - _ it=
\�
70
J I /A. 03-f-UU. UU
��
STA. 56+37. 70
I
STA. 57-458f
/� i
70
CONNECT TO EX.
1 DI.\M_2Ij
18 SD
F" PVr I,:�P MAIN
/ TOP OF FTG.
CONTRACTOR TO
VERIFY
1,==71.77
r,nNTRnl PnwFR
STA. .97-F6.5.9n / EL=67.00 II
EX. INVERT PRIOR
1-0 I
I
- -
F1ELn Ln,"Q.TE
_ .STA. �.5+�a1.57 I
CONSTRUCTION
>>_ �� I
STA. 56+56f
I
65
�" Dr�noncG-n
65
SEE MCH. DWG.
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6" PVC IRR MAIN
cTn��e
L_
CONTROL POWER.
ly
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0 0
o co FIELD LOCATE
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7
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ON =20
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oj'i
60
cc, 00
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oo
ry CC
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60
55+00
55+50
56+00
56+50
57+00
57+50
GENERAL NOTES:
BCW PROFILE
1. CONTRACTOR TO POT HOLE AND LOCATE TIE-IN POINTS AND
EXISTING PIPING CONFIGURATION PRIOR TO ANY WATERLINE
320 LF 12" DIA.
CONSTRUCTION. NOTIFY ENGINEER IF EXISTING CONDITION
REQUIRES MODIFICATION OF TIE-IN DETAIL. REF. DEMOLITION
DWGS.
D1 TRENCH SECTION
21 TRENCH SECTION
2. INSTALL MJ SLEEVES WITH MEGA LUGS AT TRANSITION INTO
STA: 53+19.22
BUILDING FOOTING WALL. ENCASE PIPE COMPLETELY WITH
FINISHED
STA. 52+56.33
IE=79.OD
CONCRETE INSIDE FOUNDATION WALLS AND UNDER SLABS.
89
r.
STA.=50+90.93 �rcHut
�� STORM err r ,r-i , r r r�"-
�cc rvrc� n urr�7. rvR
89
REF. M14, M15.
/
_
PROP. OVERFLOW DRAIN \
__ BbI LDiNG I CCf NSi iON I
I I
3, CONTRACTOR SHALL PROVIDE SHORING AND TRENCH
`
IE=79.40 �'
( Jtt J)NLL i M I J I I
I
I
I
I
PROTECTION TO PREVENT SETTLEMENT OR DAMAGE TO EXISTING
85
_ -
II
85
COLUMN FOOTING, SAN SWR PIPING AND STRUCTURES.
I -EX. C�HAUL
J I f-1. Jt,+OJ. I J
NEW 12" WA ItR III
4. ALL PIPING SHALL BE FULLY RESTRAINED MECHANICALLY. WRAP
(� III
ALL FITTINGS IN PROTECTIVE WRAP PER AWWA CW5/21.5 PRIOR
-
- I
I 1
1
TO PLACING CONCRETE THRUST BLOCKS.
80
- - _
U
- __
_ j
- _
-n "j
__�► HHII
80
5. MAINTAIN 5' HORIZONTAL, 1' VERTICAL MIN. SEPARATION
BETWEEN PIPING AND OTHER UTILITIES.
1
��
�-
I STA. 53-j-13.64 I II
75
�-- -STING
I E= 79. 00 I I
i 75
DRAWING NOTES:
�1�
I` i�I POWER
J IH. L)2+bb. /4 11
1
-I
I I cTA 4'11'R Q�
'71v7A vv
n
It=//.bU y II
1O REF. ELECTRICAL DRAWINGS.
II
1 S1A. 50+37.60
2
O WELL 11 AND 17 SUPPLY SEE SHEET C33
70 �
IE= 74.50
STA. 51+53.67 I
--
SIA. 52+97.70 1
70
1
I
18" PROPosEo I
STA. 26+04.81
= II
3O PROPOSED SEWER LINE SEE SHEET C30
-- - - - -
1 "==5' I
�Tnpm
12" STORM
)IA. SU+UU. UU
I
IF= 71 74 STA. 56+56f
IE= 73.29
O4 LOCAL WATERMAN UPGRADES C35
IL-//'b-t
6" PVC IRR MAIN
/I 7-n rn r c -ram
' "'�
65
CONNECT TO EX. 12" D1.
>> CONTROL POWER.
-7
�� �� -�� I
65
O 18" STORM PIPE SEE SHEET C23
CONTRACTOR TO VERIFY
I =LU FIFI n I nh;ATF
EX. INVERT PRIOR TO
O 15" STORM PIPE SEE SHEET C24
CONSTRUCTION o
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,�
00
O 12" STORM PIPE SEE SHEET C25
60
60
50+00
50+50
51+00
51+50 52+00
52+50 53+00
O 24" CLEAR WELL OVERFLOW SEE C37
WELL 12 RW PROFILE
O 12" STORM PIPE SEE SHEET C25
SCALE: AS SHOWN
VERTICAL: NAVD 1988
ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks
AT FULL SCALE Consultants
DATUM 32001 32nd Ave. S., Suite 100
IF NOT ONE INCH Federal Way, Washington 98001
SCALE ACCORDINGLY
E F G H
W=2953 1
ECONOMIC AND ENGINEERING
SERVICES, INC.
tt 10900 NE 4TH STREET, SUITE 1110
BELLEVUE, WASHINGTON 98004
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA
J K
CONSTRUCTION RECORD DRAWING NOTICE
6
5
4
3
These record drawings have been prepared based upon 2
information contained in addenda, change orders, or
other available construction information, and information
provided by the Contractor, and by others. HDR has not
verified the accuracy or completeness of the information
provided to it and does not warrant the accuracy or
completeness of these record drawings. Users of this
information shall be solely responsible to verify any and
all information represented herein prior to any such use
of the information.
- CITY OF RENTON
� DATE: OCTOBER, 2003 1
Planning/Building/Public Works Dept.
MAPLEWOOD PROJECT No. 3-01-358
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO. 2
WELL 12 SUPPLY AND BCW PLAN SHT NO.
L M
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DWG "' C34
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