HomeMy WebLinkAboutSWP2702711.15CONSTRUCTION SEQUENCE FOR 12-INCH WATER MAIN
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SCALE: 1 "=20'
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IN VAULT
SSMH
RIM EL=
28.45 \
18' E&
IE=16.45
12' S
=16.95
6" NE
12
IE=17.75
6" NW
IE="7.75
6?�
S� 12"W
(PLAN W-2114
THRIFTWAY STORE
*1 NEW BOX CULVERT
ASBUtLT LOCATION
EX. 8"W FIRE SPRINKLER
w � DI w-
8"
*2 REVISION TO NEW 8" WATER SERVICE
TO TRITON TOWERS BLDG
PROFILE VIEW (nts)
Ex. 6" W to Ex. Tele Conduits
Building Vaults
S RENTON
O O VILLAGE PL
L
Added 6" GV
2 45 ELs (FL) New 8" Service,
1 Spool (FL) 6"x8" Reducer
Thrust Block
*1 AS —BUILT, CONSTRUCTION NOTES
*7a Found 6"conduit w/ 3 lines
in it. Said to be old Boeing
line owned/maintained by
Qwest for medical offices in
Triton Tower Bldg.
7b Found 2 4" com. lines
running east —west.
4' 6 "±
R' AAIN
EXISTING GRADE
SSMH SSMH C
RIM EL=29.21 RIM EL=28.41 9Z
8" NW IE=17.91 8" N IE=17.91
8" SW IE=17.91 8" SW IE=17.91 9,/-
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BACKUP POWER
1�44'�C T
SSMH
GENERATOR
L=29.19
18" E&W
IE=16.89
GAS METER
c,Sj
8" NE IE=17.44
WITH BOLLARDS
INSTALL DEAD BLOCK
N EX 12"W
X" N IE=,.CUT
IN NEW 2" GV (MJ X
MJ)
O-,BLOCK
-
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VAUL E
NE
6Z
30
G-
/
STAL
EX. 1.5"
----
METER
j 00 M, E VALVE 02 / 3
V��,rs I TALL 8"BLIND FLA GE
+00CD
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RELOCATION ABOVE NEW BOX CULVERT
1. INSTALL CONCRETE DEAD —MAN BLOCKS ON EXISTING 12" WATER LINE ON
EAST AND WEST SIDE OF NEW BOX CULVERT, ALLOW 5—DAY CURING TIME.
2. CUT IN 2 NEW 12" ISOLATION GATE VALVES, AND INSTALL 12" X 8" TEE
ON EAST SIDE OF BOX CULVERT. SHACKLE NEW VALVES AND TEE TO
0j DEAD —MAN BLOCKS WITH 6— 3/4" SHACKLE RODS (TYPICAL).
CITY CREW WILL PERFORM CUT IN OF VALVES.
3. INSTALL TEMPORARY 12—INCH END CAPS ON EACH SIDE OF EXISTING
N - 12—INCH WATER LINE.
4. INSTALL NEW 8" D.I. WATER LINE FROM NEW TEE ON EAST SIDE OF BOX
CULVERT TO EXISTING 6" WATER LINE IN PLANTING STRIP TO SOUTH.
INSTALL DEADMAN BLOCK ON EX 12"W
CUT IN NEW: 5. PRESSURE TEST, DISINFECT, FLUSH NEW 8—INCH LINE.
1 12"X 8" TEE (FL X FL)
1 - 12" GV (FL X MJ) 6. AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT
1 - 8" GV (FL X MJ) NEW 8—INCH LINE TO EXISTING 6" WATER LINE ON SOUTH SIDE, AND
-1 - 12" ADAPTER (FL X MJ) WILL INSTALL NEW 6—INCH TEE AND VALVES.
7. CITY CREW WILL CLOSE NEW VALVES TO ISOLATE THE SECTION OF THE
12' 12—INCH LINE THAT WILL BE RELOCATED BY CONTRACTOR.
= 8. REMOVE ISOLATED SECTION OF EXISTING 12—INCH WATER LINE AND
INSTALL NEW BOX CULVERT.
j-f 55' 8"DI W sS 9. INSTALL NEW 12—INCH WATER LINE ABOVE BOX CULVERT, WITH 6—INCH
0 EL 62 THICK ETHAFOAM PAD UNDER 12—INCH WATER LINE ABOVE BOX CULVERT,
00
18" E&w IE- 9. INCLUDING VERTICAL BENDS, TEMPORARY END CAPS AND BLOW —OFFS.
8"PVr S IE= »
--- - - - _ - T
Tv T - - -- --- SHACKLE ALL PIPES, FITTINGS, BENDS, END CAPS, WITH 6 —3/4
��
-..
SHACKLE RODS.
PH NE
/ v -B x ELECT. — 'sic32— �v 1 EST, DISINFECT AND FLUSH NEW SECTION OF 12 INCH
T _ T -
Rfl�ECT R E
0 PRESSURE T
Ho
E-- - - — - — - WATER LINE.
o-
EX. ' i
7 T o''W 1 1 .AFTER OBTAINING SATISFACTORY PURITY TESTS, CITY CREW WILL CONNECT
C, v-vEs-\Y� / NEW 12—INCH WATER LINE TO NEW 12" VALVES AT BOTH ENDS OF BOX
CUT A CAP EX 8"W *7 __EX. FIRE `'� —2� - ���° - IE MET CULVERT AND SHACKLE PIPES TO EXISTING DEADMAN BLOCKS.
NORTH OF TEE
- — 1 �
INSTALL
ST BLMJ PLUG AND CU N NEW: _ WA'
" CONSTRUCTION NOTES
"X_,_6" TEE (FL X FL
2 �" GV (k L X MJ o EX. �" DOMESTIC METEI
x �� ��0 3 IRRIGATION � 1 — 6 X ` INCREASER (FL X MJ) 6101 CONTRACTOR SHALL REMOVE AND PRESERVE SIGN AND SMALL TREES AND
/ x - = " IN V�ULT (W-5 )
2 w 2 = 6 SLE YES �t
�_ SHRUBS THAT INTERFERE WITH WATER MAIN WORK. PLACE ROOTBALL IN
- -- -- --� NEW-TFfRUST BLOCK--- ---- -- - -
., - BURLAP OR CONTAINER AND WATER. REPLANT IN SAME LOCATION AFTER
,- 1 - 6 GV (FL X FL) TRITON TOWERS NE w 1 0 I To TRI WATER RELOCATION IS COMPLETED.
6
SEE FIGURE FOR REVISION �
r- -
� '" 20 REMOVE EX. 8" WATER AS NEEDED AFTER NEW 8" WATER IS COMPLETED
20 CONTRACTOR TO MAINTIAN 15 FOOT CLEARANCE FROM AND CONNECTED TO EX. 6" WATER FOR OFFICE BUILDING. PLUG AND CA
PSE OVERHEAD POWER LINES. GALL 48 HOURS BEFORE YOU DIG OPEN ENDS WITH CONCRETE.
1-800-424-5555 QD RELOCATE 55'± NEW 12" WATER MAIN OVER NEW BOX CULVERT AFTER
BOX CULVERT IS INSTALLED.
27'±
12"DI SPOOLS (TYPICAL)
LENGTHS AS NEEDED, 18" MIN
FX 12" DI w
6 3/4" SHACKLE SPOOL SPOOL
RODS (TYPICAL) 12" SLEEVE (MJ)
DEADMAN BLOCK NEW 12" GATE VALVE
(TYR EACH SIDE) (MJ X MJ)
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�SSIaNAL
EXPIRES: 8/20/2007
C❑NSULTING ENGINEERS
701 DEXTER AVENUE NORTH SUITE 200
SEATTLE, VASHINGTON 98109 (206) 284-0860
2- 12" 22 1 /2 BENDS (MJ X , _ j
SHACKLE TO VALVE, DEADMAN BLOCK,
AND THROUGH ALL BENDS TO OPPOSITE
SIDE. (TYPICAL BOTH SIDES)
5' MIN
MOVE
12" WATER
D-21 I I I 5
EXISTING CRAD
3' ±
17'± NEW 12"DI PIPE
NEW 4' X 6' BOX CULVERT
12" WATER MAIN RELOCATION
NOT TO SCALE
/1 REVISED OHPW AND OHCOM LINE LOCATION`;
/'3V ADDED 6" GV TO NEW VALVES FOR BLDG
* REVISED STORM LINE AND STRUCTURES PER
AS -BUILT SURVEY. REMOVED UNNEEDED
NO. I REVISION
5' MIN.
8'±
SPOOL
6" THICK ETHAFOAM PAD
OVER BOX CULVERT
6 3/4" SHACKLE
RODS (TYPICAL)
DWC 5 77 SURVEYED:
)WC 7/18 7 DESIGNED:
VC 12 2-10 B.B.
DRAWN:
P.M.
CHECKED:
S.C.
BY DATE APPR APPROVED:
B.B.
SPOOL
NEW 12" GATE VALVE--'
(FL X MJ)
12"X 8" TEE (FL X FL)
12" ADAPTER (FL X MJ)
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
EuISTING GRADE
R' NA I N
EX 12" DI
DEADMAN BLOCK
SEE DETAIL
6 3/4" SHACKLE
RODS (TYPICAL)
RECOMMENDED FOR APPROVAL
By: -Daniel -Carey---- Date:-4/9/07--
By: ---------------- Date: --------
Byi Date --------
Byi ---------------- Danel- -
SHACKLE RODS (AS REQUIRED)
6-3/4" FOR 12-INCH PIPE
(SEE CITY DETAIL B089)
3" CLR
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY 0 E
\ RENTON
DATUM
Planning/Building/Public Works Dept.
3" CLR
#4 REBAR 8" O.C. E.W.
CENTER IN CONCR
Ln
PLAN VIEW
6' MIN.
CONCRETE SHALL BE KEYED 12"
MIN. AGAINST UNDISTURBED EARTH
BOTH FACES
__-12" PIPE
D '
1.5' MIN.
CLASS 5 1 /2 SACK CONCRETE
3000 PSI MIN
a_
SECTION VIEW
TYPICAL CONCRETE DEADMAN ANCHOR DETAIL z
NOT TO SCALE -
AS�BUILT D-T271107
DATE:
RENTON VILLAGE STORM SYSTEM PROJECT 4/FlELDBOOK: K:
PAGE:
DRAWING NO:
WATER MAIN RELOCATION SHEEP: 7 OF: 12