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P OR TI ON OF THE N W 114 OF THE SE 114 OF
SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W M
CITY OF REN TOM, S TA TE OF WASHING TOM
A.D. = 2Q34 0
K = 4.9,2
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EX 6" WA'
F
.360
EX. GROUND
CL OF ROAD 3+72. 6-111 T
NE 17TH PE
1-8'vx4" TL`�(WxFL)
1 p4" GV(FLxMJ) ,
6" DI CL52 4-11-114 BEND(MJ)
CONC. BLOCKING
SCALE
1 "=20' HORZ
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340.00
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FIRM
2" CLOSE NIPPLE
2" 90' ELBOW
CONCRETE BLOCKING
TWO PIECE CAST IRON VALVE —
EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION, WITH
REGULAR BASE SECTION LENGTH
TO FI T.
2" GATE VALVE, SCREWED
2" GALVANIZED
PIPE 12" LONG
2" CLOSE NIPPLE
BETWEEN CAP OR PLUG
AND 2" 90' ELBOW _W
INSTAL 4 MIL POLYETHYLENE
PLASTIC COVER OVER WASHED
GRAVEL. CUT HOLE FOR PIPE
10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1 /4" MESH
IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2" 90" BEND, SCREWED
AT THIS POINT. FIELD LOCATE
CONCRETE METER BOX
2" CLOSE NIPPLE
2" 90' ELBOW
2" GALVANIZED PIPE AS REQUIRED
PLAN
VALVE NUT EXTENSION AS REQUIRED
(SEE DWG BR46 / PAGE B090)
GROUND LINE
�-I 6" MAX.
Na_-_;.00nlo�l
T O �'4O0o18" MAX. 0- 0`° 'o00 .
FOR DRAIN ELEVATION
CONCRETE SIDEWALK
P' v
2-1/2" NST (HOSE)
BLOW -OFF HYDRANT EQUAL TO
#78 KUPFERLE FOUNDRY CO.
2"x2"x2" TEE
2" CLOSE NIPPLE BEWTEEN
TEE AND 90' ELBOW.
2" 90' ELBOW
2" GALVANIZED PIPE
18" LONG
2" CAP WITH 1 /8"
TAP FOR DRAIN
PERMANEN T 2" 8L OW- OFF ASSEMBL Y
DRA WNG BR25A
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8+40
8+00
7+60
7+20
6+80
6+40
&ov9/(o3 5
5+60
5+20
"AS —BUILT" NOTE: 1
EXPIRES 6/22/07
"AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
4+40 4+00 R E C O M M E N Jtt 3+20
FOR APPROVAL
13 Asp°� BY DATE
BY DATE
16 70 BY DATE
ISTE�" 1�
sSIONAL� BY DATE --
EXPIRES 622/05
BY s=_ DATE---- E.
SCANNED OCT 2 8 2005
71915SIT,DWG
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