HomeMy WebLinkAboutWTR2702953.17A B C D E F G H I K L M N 0 P
8,9 �'� 7u y! 96 95 �u
POC 16 S-7 86 88 97 9 g3 92 O POC #16
co 7 C-- 85 858 87 92 93 91 s N=175431.26 Q� (1)-12" SLEEVE, (MJ)
LO N 240 �F _ ,1 86 E=1311792.20 c (1)-12„ SPOOL, (PE)
N . w 12 D1 � 2 _8� 88 �J P 7 1 -12" TEE MJ
--8 86 87 3 O ( ) 10
3__? 9 DRAWING NOTES:
�2„ S� 8 = " .
REMOVE EXISTING 8" DI WATER LINE (REF. DEMOLITION
PARA42� �� ,
CV 1 �� I --_ ALL[ I — .. -- .. _ j .
POC 9A �; _ �l Q, ONLY J ) 19, DWG.) AND TIE-IN NEW 12" DI WATER LINE 196 ZONE,
w 7 > ' �� 8 O ► j 90 REF.
i �9
►�1)C L cb O 196 ZONE TEE
w I ��, 4' N=175441.54 1
00
; E 35 C
TLL' �' ■ v 1E=83f
9 POC 9 �J1L 8 k a 88 (1)-12" ADAPTER, (MJ x FL) 9
z�Q0 87 (1)-12 x 8 x _12 TEE, (FL)
POC 15
E E 7 E N �� ! ( _86 (1)-12,R xS8„BROCK
EDUCER FL x MJ
• d' VAULT 2 8 .85 O ( )
� EXISTING BLDG. POC 19 � 10
1 8 GATE VALVE, (FL x MJ) _
\ NEW TREATMENT 8T _ 84 (1)-8" 11 BEND (FL x MJ)
FACILITY. 83
BREAK POINT..
CHLORINATED WATER \ - 82 3O 196 ZONE FIRE. HYDRANT (REF. RENTON STD. 102)
_ N=175412.13
8 (BCW) POC #4, 5, 6,) 0' 4 81, E=1311880.52
9 g
\� \ IE=89.80 BOTTOM
POC 01 I POC 18 (1)-8„ x 6" TEE, (MJ x FL)
�
N (1)-W/TRHUST BLOCK
E N 12 (1)-8" 45° ELBOW 80 80 (1)-6„ GATE VALVE ,(FL x MJ)
1 N=175342.21 (1)-6 SPOOL, PE 5 LONG W/SHACKLE ROD
E=1311715.24 (1)-1 HYDRANT PER CITY OF RENTON STDB. 102
rJ \ I 0 8„ S S
Cn (1)-8 SLEEVE, MJ W/SPOOL, PE LENGTH AS REQ.
L, N (1)-TEMP B/O AND TIE-IN
THRUST BLOCK
% 12 H „ SS (1)-8" 111 ELBOW, (MJ) %
12" ADAPTER 10
� � (1)-8 SPOOL, (PE)
12„ x8 x12„ 82 TEE -- (1)_8" 22�° ELBOW, (MJ)
6 8 11 6 �,, A I 4 196 ZONE BLDG. SUPPLY
O �O VAUL 1 I N=175378.15 CONNECT TO 8"DI AT BLDG.
CIO E=1311735.01 W/8" SLEEVE AND 2"DI PIPE
\ \ I IE=83f (COORDINATE W/STRUCTURAL)
\\co
/ (1)-8 TEE, (MJ x FL)
® / 1 CP (1)-8 GATE VALVE, (MJ x FL)
6 12 DI 12"x8" REDUCER "� \ co
S REF. MECHANICAL DWG. M12 6
C� O
8" GATE VALVE \ . \ . \ �� — II 196 HYDRANT (REF. CITY OF RENTON STD. B102)
N=175209.14
8 DI SPOOL \ \ E=1311767.99
a, �° \ Od'� \ -� (1)-8 45° ELBOW, (MJ)
- ) l 1 -8" x 6" REDUCER, MJ x FL
8 114 BEND �� \� \ O ( )
• d, N=175218.85 (1)_6,, GATE VALVE, (MJ)Vz-
o
6 C,,W� �' 15' S 00 E=1311750.16 (1)-6" SPOOL (PE) W E
5 O` D 15" S (1)-8" SPOOL (PE) 5 0
O REF. ELECTRICAL PLAN SHEETS
•
DETAIL 1 \ S� 8 W 0 * O (1) 16" x 12" REDUCER, (CL 350 MJ x FL) W/MEGA-LUG
N.T.S.• C35
1212}C-.— (1) 12 x 8 REDUCER, (FL x FL)
NEW CART PATH i \ \ (1) 8 x 6 REDUCER, (CL 350 FL x MJ) W/MEGA-LUG
\ \ 4 — 5 (1) CONIC DEADMAN HOLD -BACK
78 �\ \ \ N=175465.07
4 \\ E=1311697.94
-7° G
* 1 —6" 90° ELBOW CL 350 MJ W MEGA —LUG
\ \ 83 N=175454.31
\ 84 6 E=1311713.91
\ 8a I * g (1)-6" 45° ELBOW (CL 350 MJ) W/MEGA-LUG
Q N=175427.29
77 O E=1311695.08 * 12 IN 82 OPOC #18TIE-
5 1 -6" 45 ELBOW (1)-6" x 4" REDUCER
"`o / 10 _ J W MEGA -LUG
I (CL 350 MJ) W/MEGA LUG (CL 350 M) /
N=175411.09 REF. M17
E=1311697,94
2 I 87 * ALL PIPING FOR ITEMS 7
coo
POC 03
.Z * 11 (1)-6" 90° ELBOW
THROUGH 12 ABOVE TO BE
Z w O CLASS 53 DI
o J \ I EX. WELL 17 (CL 350 MJ) W/MEGA-LUG
co
I N=175384.57
E=1311699.40 CONSTRUCTION RECORD DRAWING NOTICE
LO
0 20 40 7 These record drawings have been prepared based upon 2
2 information contained in addenda, change orders, or
other available construction information, and information
SCALE IN FEET
�- POC 02 provided by the Contractor, and by others. HDR has not
I I2953 2
Lij verified the accuracy or completeness of the information
COC'V
EX. WELL 11 provided to it and does not warrant the accuracy or
completeness of these record drawings. Users of this
I information shall be solely responsible to verifyan and
all information represented herein prior to ansuch use
I I P P Y
W
of the information.
SURVEYED: - SCALE: AS SHOWN
DATE:
CITY OF RENTON ocroBER, 2003 1
1 DESIGNED: J.E. VERTICAL: NAVD 1988
ECONOMIC AND ENGINEERING — :Planning/Building/Public works Dept.
DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT NO.
M CHECKED: G.P.-01-358
Consultants SERVICES, INC.. MAPLEWOOD
AT FULL SCALE 10900 NE 4TH STREET SUITE 1110 REVISION No.
3 RECORD DRAWINGS RB 1 /06 GP APPROVED: — WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 3
N 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004
2 DCN01-196 ZONE WTR REV 11 /17 IF NOT ONE INCH DATUM
a y 9 Federal Wa , Washington 98001 sHT No.
1 ISSUED FOR CONSTRUCTION RB 10/03 GP SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA LOCAL WATERMAN UPGRADES
NO. REVISION BY DATE APPR DWG N0. C35
A B C D E F G H I J K L M N — f—i
SCANNED OCT 7 20U5 JW 2 9
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