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Cramer Northwest Inc-,
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253 )852 -4880 (local) or 1— (800)251 -0189 (toll tree) (253 )852 -4955 (fox)
E —MAIL: cnl9cromernw.com
NOTES
FOR INCRAM SHORT PLAT
LOCATED IN THE S. W. 114, OF THE N. E. 114, OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY
.0 WASHINGTON �
EXISTING WATER LINE
PLAN VIEW
TESTING DETAIL
I' 6 GAIN VALV6 C *13 x MI)
fe FT
WE. • .. NEW WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2 "TAP dr 2 "PLUG
It ONE BLIND FLANGE ON BOTTOM
6 x 4 C 4 x (L) ONE (MJ) PLUG WITH 2- TAP & 2- TEMPORARY BLOW —OFF
TEMPORARY BLOCK
\_ CUr —IN (BY CRY FORCES)
TEE (FLxFL) W/ CONC. B OCK
4'� - -1�GiITE VALVES (FLxMJ)
2— SOLID SLEEVES ( OR RO —MAC COUPUNGS
I— PLUG (MJ) W12-TAP do TEMP. BLOW —OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LiNE
FINAL. CONNECT ION DETAIL
EXISTING WATER LINE
........ALL TE�T►NG, CLF�WING BY POLYPIG, MID DISINFECTION,
REMOVE TEMP. BLOCK & BLOW —OFF do CONNECT
WITH SLEEVE (MJ) dr D. 1. SPOOLS
FINAL CONNECTION BY CITY FORCES
DATE REVISION BY APPR
WATER CONNECTION DETAIL
1 VALVE CUT —IN INSTALLATION
CITY OF RENTON
STANDARD PLANS
LM DATE.04 /04
DWG. NAME: BRX 1 SP PAGE: 81 11
WATER CONNECTION
NTS
A S' K R U f�F
MIA_P
t � v
�Vi�1 L
EXP�ET 11/2d/
1 REVISIONS PER COR Ac OWNER
N0. I REVISION
FtCILL 2 0.0
*�~CNW
LSK
earwrrt LSK
LSK 03L S
LSK
BY DATE APPR w*
WATER MAIN
2" CLOSE NIPPLE
2 90' ELBOW 'y
I 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
INSTALL 4 MIL POLYETHYLENE
PLASTIC COVER OVER WASHED
GRAVEL. CUT HOLE FOR PIPE
(—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
6" MAX.
10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN
• `�a- - � - 2 -1 /2 NST (HOSE)
& oV o
ao�g 00
18" MAX. o. • 'p. •�
�o 0 dF o
ELEVATION
2" BLOWOFF
NTS
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DATUM
FR 70
CITY OF
-�
RENTON
Plonning /Building /Public Works Dept.
CONCRETE SIDEWALK
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
PERMANENT 2" BLOW —OFF ASSEMBLY
2" CAP WITH 1/8- (FOR 8" MAINS AND SMALLER)
TAP FOR DRAIN ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
acv oar
BY APPR DWG. NAME: BR25A SP PAGE: B105
'S60,3204 4640 41(svo 7208)
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INGRa4M SHORT PLAT
FOR EARL IN(iRAI1A
12/28/04
PM
N07M 4
4 4
N N N N A A
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