HomeMy WebLinkAboutWTR2702183.10.
V
a
9
1 - 12" VERTICAL CROSS (MJ x MJ x
2 - 12" BLIND FLANGES CONE W/ 2' T
1 - 12'- , 6.. *.4 _(MJ�_ �` / 2 " & � c.� ��r' - F'
TEMPORARY CONCRETE BLOCKING
BUILDING 850
BLACK RIVER C❑NDUIT
3
s
BLOW —OFF N
CONTRACTOR NOTE:
SHOULD ANY INTERFERENCE OR CONFLICT BETWEEN UTILITY PIPING
OCCUR DURING CONTRUCTION, CONTRACTOR IS TO NOTIFY THE
ENGINEER IMMEDIATELY FOR ALTERNATE DESIGN TO BE SUBMITTED TO
THE BUILDING DEPARTMENT, CITY OF RENTON) FOR APPROVAL
AND THAT PHASE OF CONSTRUCTION MUST STOP AND CONTINUE ONLY
AFTER THE BUILDING DEPARTMENT APPROVAL IS RECEIVED•
1 — 12" x 12" TEE (MJ x MJ)
2 — 12" SLEEVES (MJ)
1 — 12" GATE VALVE (MJ) IN VAULT
PER CITY OF RENTON STANDARDS BR48
CONCRETE BLOCK
NOTE: SHACKLE VALVE TO TEE AND
SHACKLE EXTENSION NIlPLE TO VALVE
BY-PASS ASSEMBLY PER CITY CIF RENTON STANDARDS
CONNECTION TO BE MADE BY CITY OF RENTON
MATERIAL SUPPLIED BY CONTRACTOR
a
BUILDING EXTENSION
8" DIA D.I. CL 52 WATER MAIN (EXISTING) (T.J.)
6"Q
3
cu
5' -- 0' OD !
FINAL CONNECTION_
NOTE: AFTER ALL TESTING, CLEANING, AND DISINFECTI N
REMOVE TEMPORARY BLOCKING AND BLOW -OFF
CONNECT TO 12' VALVE WITH 12" SLEEVE
AND I2" NIPPLES -- LENGTH TO SUIT CONDITIONS
I
8" DIA• D.I., CL 52 (T.J.) WATER MAIN (EXISTING) (T.J.)
i
RENTON AVIATION QO
II
i
„ ��____ _ ---- 12" DIA D.I., CL 52 (T. I ) WATER MAIN (EXISTING
W
m4
USE. INTERSECT OF C/L S FOR LAYOUT
SEE NOTE BELOW
I2o� EXIST'G FEONCE, LINE ._ _.Z� �. -
•
,- 16' EASTERLY OF ROAD 30, Co'l d �� L I W
.
up -...
—
_- _ _ .._....
_ - - — -- --
a
AIRPORT PERIMETER ROAD
- METE R
Fo — 9' 0"
.."ter` ..,L..,,Kr.. e.. .... -'"--- .�^^ .` ._ - ,�,�,,,�
- X 5
1 R.C.B.
------ --- mmw
Xf
498'- 12" 5
DIA D I. CL 5 WATER MAIN CT J)
a �..: 7:1`Ah
.'^,
2 ' (SPRING PIPE) NEW INSTALLATION) .,..�.._ Sacs A
*
v MIN. 3' O COVERc.lw
U R
R = 800"- L 12" D.I. CL 52 CROSS (M.J. x M.J. x F(T) x F(B))
a = 7 ^ 36' 31" ..�
Lo �- \, M �=- = SET VERTICAL — PLUG BTM (FIXED) o
=
00 �a Cl)1%0 L 106.24 0 �, �, REMOVABLE PLUG IN TOP +
CIO CD +CD CD Iq
rl-oli
- �n
o .
a0 + + o � cv
+ Go 00 LC = 10 6.16' .t
to Lo
�, W % V ISSER ENGINEERING
L Ln
211- 8" D.I. CL 52 WATER MAIN (XISTING) .-(T.J.)
EXISTING UTILITY VAULT CO. 660-LA
WITH 64-34C TOP SLAB AND 30' x 6"
MANHOLE COVER (CAST IRON #5956) FLO IIOWh
1-12' C.I. COUPLING (M.J. x F)
1-12'x8' C.I. TEE (F x F)
1-12" C.I. GATE VALVE (F x F)
1-12" BLIND FLANGE
1-8' C.I. COUPLING (F X M.J.)
CONCRETE BLOCKING
T (Z El - *t% 16
NOTE: STATION 0+00 REFERENCE IS LOCATED AT C/L OF RUNWAY
AT APRON THRESHOLD. REFERENCE STATION 56+27.63 IS THE C/L INTERSECTION
nF A1RPClRT PFRIMETER R❑AD AND THE ENTRANCE ROAD FROM RAINIER AVE.
. M
i�
f
_ tl.01
A I9062 SE 3207 H ST
Q�
o KENT WA 98042
°C y (206) 483-8072
w_ CITY OF RENTON
Z 4 DEPARTMENT OF ENGINEERING
HANGER AT RENTON AIRPORT
Wow *Zl B30 3
WATER MAIN EXTENSION
--BY�"f DATE d �10
~-
.- DSGN BY A. B. S. DATE FILE NO.
5N 7 /9/92
DvN BY A. B. S.
W CWD BY SCALE 1� = G'O� FIELD BOOK ftK ___
REDRAWN H � 3/�92 M. D. V.
_ ED G § APPROVED _ __ _ DWG N°'
NO. DESCRIPTION HY T DIRECT — — OF- NGINEERING — -�- — OF —
..
z
c�
i
�>
UD x
CDm
�z
�,
i
I