HomeMy WebLinkAboutW-393002REMOVE EXISTING HYDRANT. .
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INSTALL PLUG (MJ) ON
EXISTIN 6" VALVE a .. a a a
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STA:26+11.47, 36.13' RT D
�I (1) FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON
STANDAD PLAN 310.1
SEE DETAIL 2 ON SHEET . . . . .
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTNISDOOIYENrSHALL NVMIDAIETIE
PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT DEROGATEFROM RESERVED
OINERSIIP RN;Ii1S N R THIS DOCUIENT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY FOR THE PRo�ECTIDENiFIDNTHE 11TLEBLODC
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADonIDNTOTHAT PRaECTaRFOR ANY oTNERPROJECT.
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4 STORM DRAINAGE REVISIONS
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3 CITY COMMENTS
,ter 2 ADDENDUM NO. 3
�EGI,$�E F� �y� TA C O M A SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1
�SSIONAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 N0. REVISION
/23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB
?5+38.78, 108.92' RT
RE HYDRANT ASSEMBLY
CITY OF RENTON
IDAD PLAN 310.1
DETAIL 2 ON SHEET C7.5
K6" TEE (MJxFL)
GATE VALVE (FLxMJ)
PLUG (MJ)
)NCRETE THRUST BLOCKS
r
=R
ENT
IOTES
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
W. 24+59.15, 15.33'RT
)NNECT 2" IRRIGATION WATER SERVICE PER
)R STD. PLAN 320.2. SEE DETAIL 1 ON SHEET
'.7. SERVICE AND METER BY CITY.
)UBLE CHECK DETECTION ASSEMBLY WITH
'ANDPIPE INSTALLATION PER CITY OF RENTON
'ANDARD PLAN 360.2. SEE DETAIL 4 ON SHEET
'.6. TIGHT LINE 6" DRAIN INTO STORM DRAIN
JE TO EAST.
)ST INDICATOR VALVE.
COMPOUND DOMESTIC WATER METER
>SEMBLY PER CITY OF RENTON STANDARD PLAN
0.4. SEE DETAIL 2 ON SHEET C7.7. CONNECT 6"
'ORM LINE TO SDCB 8.
REDUCED PRESSURE BACKFLOW ASSEMBLY IN
)T BOX PER CITY OF RENTON STANDARD PLAN
0.2. SEE DETAIL 4, ON SHEET C7.3. TIGHT LINE
:AIN WITH 6" STORM LINE SDCB 8.
DOUBLE CHECK VALVE ASSEMBLY FOR
RIGATION PER CITY OF RENTON STANDARD
AN 340.8. SEE DETAIL 3 ON SHEET C7.7. SEE
NDSCAFOR SERVICE CONTINUATION.
RAL NOTES
ILL CONCRETE BLOCKING FOR HORIZONTAL
ENDS, TEES, AND VERTICAL BENDS SHALL BE
ER COR STD PLANS 330.2 AND 330.3. SEE DETAIL
ON SHEET C7.6 AND DETAIL 2 ON SHEET C7.6.
ILL MECHANICAL JOINT FITTINGS SHALL HAVE
ESTRAINED-JOINT RETAINER GLANDS EQUAL
EGALUG SERIES 1100 OR APPROVED EQUAL AND
ONCRETE BLOCKING.
PROPOSED GROUND
PROFILE @ PIPE
VERTICAL SCALE: 1"=2' CENTERLINE
SUBGRADE FILL MATERIALS SHALL BE EXISTING GROUND
PLACED AND COMPACTED PRIOR TO PROFILE @ PIPE
WATER MAIN INSTALLATION CENTERLINE 36" MINIMUM
— —
(1) , BEND "'. -----
(1) CONC. THRUST BLOCK 8" D.I.P. CL52 WATER
APPROXIMATE
DEPTH OF
EXISTING POWER
LINE.
12" MINIMUM
12" MINIMUM
PROPOSED STORM DRAIN LINE. PROVIDE
ADDITIONAL FITTINGS AS NECESSARY TO
MAINTAIN CLEARANCE FROM UTILITIES.
(1) 22.5° BEND (MJ)
(1) CONC. THRUST BLOCK
4'x4' ELECTRICAL
CONDUIT DUCT BANK
r o r
M PO M PO M
0+25 0+50
REMOVE EXISTING HYDRANT.
INSTALL 6" PLUG (MJ) ON
EXISTING 6" VALVE
I
C
0+75
NORTH 3RD STREET
0 0 ui �
G
WJF
2/22/181
WJF
SURVEYED:
SCALE:
D. FOLLANSBEE
AS SHOWN
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DRAWN:
F. KATONA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
WJF
3/1/1 7
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
S. COMFORT
CONSTRUCTION RECORD DRAWINGS
VERTIAL:NOR ZONTAL: HAD Di 9831968
1991 1,1 U
+�� ; CITY OF
RENTON
DATU M
Planning/Building/Public Works Dept.
1+00
STA:12+27.88, 22.08' LT
(1) FIRE HYDRANT ASSEMBLY
PER CITY OF RENTON
STAN DAD PLAN 310.1
SEE DETAIL 2 ON SHEET C7.5
(1) 8"x6" TAPPING TEE
AND VALVE PER COR STD.
PLAN 300.1, SEE DETAIL 1
ON SHEET C7.5.
GRAPHIC SCALE
0 5 10 20
1" = 10 FEET
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
WATER PLAN
05/04/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C4.1
SHEET: OF:
15 43
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W-393902