HomeMy WebLinkAboutWTR2703120.5REVISIONS: REVISIONS PER ARCHITECTURAL SITE PLAN REVISIONS PER CITY OF RENTON COMMENTS ; ADDED PAVEMENT DETAILS PER CITY OF RENTON
CHANGES. 05-27-03 DJW AND REDLINES. 06-03-03 DJW COMMENTS AND REDLINES. 07-15-03 DJW
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BEFORE POLYPIGGING, PRESSURE & PURITY TEST
F"o'SEE SECTION
AT RIGHT.
4" WATERMAIN
1-12 x4" REDUCER FLxMJ
( )
1-1" AIR/ VACUUM ASSEMBLY
1-12" GATE VALVE (FLxFL)
CONCRETE
BLOCKING
FOR POLYPIGGING: '
1-12" BLIND FLANGE WITH
CONC. BLOCKING)
1-12" VERTICAL CROSS (MJxFL)
1-12" PLUG (MJxMJ) W/ 2"
TEMP. BLOW -OFF ASSM'Y.
1-12" BLIND FLANGE WITH
CONC. BLOCKING)
PLAN VIEW
LANE LINE
MARKING
MIN.
2" CLASS "B"
2" SAWCUT AND REMOVE
OR GRIND, SEAL
WITH AR4000W
`MINIMUM ACP CLASS 'E' SHALL BE:
REMOVE BLIND FLANGE FOR
INSERTION/EXTRACTION OF
POLYPIG.
12" GATE VALVE
(FLxFL)
. _.'.........
_
72" x4" REDUCER
(FLxFL)
CONCRETE '
BLOCKING
12" PLUG (MJxMJ)
W/ 2" TEMPORARY
BLOW -OFF ASSM'Y.
7' - 8"
STANDARD VEHICLE WHEEL PATH
4.5'
MIN.
1
2.5'
MIN.
3'
MIN.
1' \-- ACP CLASS
MIN. 'E' OR 'B'*
\— 6" CRUSHED SURFACING
TOP COURSE
�— BLIND FLANGE
12" VERTICAL CROSS
CROSS (MJxFL)
[_,AFTDRJ POLYPIGGING, PRESSURE & PURITY TEST
NOTES: AFTER ALL TESTING, CLEANING
BY POLYPIG, AND N,
CONNECTION AT WHITWORTH AVE. S. TEMPORARY BLOCKDISINFECTIAND BLOWOOFF ANDVE
KT.S CONNECT WITH SLEEVE (MJ) AND D.I.
FOR POLYPIGGING: SEE SECTION SPOOLS. FINAL CONNECTION BY CITY
NOTES: 1-12 x4" REDUCER (FLxMJ) AT RIGHT, FORCES
1-1" AIR/ VACUUM ASSEMBLY `4
CONTRACTOR SHALL POTHOLE AND VERIFY 1-12" GATE VALVE (FLxFL) REMOVE BLIND FLANGE FOR
THE HORIZONTAL AND VERTICAL 1- 12"x6" TEE (FLxFLxFL) W/ INSERTION/EXTRACTION OF
ALIGNMENT OF EXISTING LINE OR STUB CONCRETE BLOCKING
AND SHALL START LAYING THE NEW LINE TR/ VACUUM
AT THE SAME HORIZONTAL AND VERTICAL 1-12" BLIND FLANGE WITH I" IG.
AAI
ALIGNMENT OF THE EXISTING STUB. CONC. BLOCKING)
1-12" VERTICAL CROSS (MJxFL) ASSEMBLY
1-12" PLUG (MJxMJ) W/ 2" (PERMANENT)
CITY FORCES WILL PERFORM THE FINAL TEMP. BLOW -OFF ASSM'Y. — 1 " AIR/ VACUUM
CONNECTION FROM THE NEW LINE TO THE ASSEMBLY
EXISTING STUB WITH D.I. SLEEVE AND 1-12" BLIND FLANGE WITH
D.I. SPOOL, CONC. BLOCKING)
-a
12" GATE VALVE
(FLxFL)
12" x4" REDUCER
Oo (FLxFL)
2" CLA`;
*2"
EDGE OF PAVEMENT, - CLA
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE CLA
** PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS �-- CRUSHED ROCK, FLOWABLE FILL
& INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' OR 'B' OR AS REQUIRED BY ENGINEER
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' OR 'B' LANE WIDTH OVERLAY
FOR FLEXIBLE PAVEMENT ONLY
"NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
yfiY . ® ADOPTED
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR G�' CITY OF RENTON
DETERMINING PAVEMENT THICKNESS. + 14
STANDARD PLANS
��N S I.Sr DATE: 12/96
DATE ,f7t:VISION I BY IAPPR'Qj DWG. NAME: HR-05 SP PAGE: HO32
PAVEMENT OVERLAY
1' 1' 2.5'
MIN MIN MIN MIN MIN
�S 'B'-
---FACE
I EDGE
f0 6" —
j
SS 'E'
f.
OR
SS 'B'
L
I
1
12" x 6" TEE (FLxFLxFL)
WITH CONC. BLOCKING
PLAN VIEW
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
ENTER LINE OR
4NE LINE
6.5' MIN. --
12.5' �{ 1' 1'
MIN 1MIN MIN I MIN MIN
*ACP CLASS 'E' OR 'B'
6" CRUSHED
\SURFACING TOP COURSE
\-CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
SECTION
TYPICAL
PATCH FOR FLEXIBLE PAVEMENT
6.5 MIN.
WHEN PERPENDICULAR TO
2" DEPTH OF
ROADWAY CENTERLINE
GRIND OR SAWCUT AND
REMOVE
�`�Y ®
ADOPTED
CITY OF RENTON
♦� a
"R
STANDARD PLANS
LST DATE: 12/96
* SEE DWG HR-05 FOR MINIMUM STANDARDS
DATE
-u_- ;3,�;E:;. NAME:
REVISION BY APPR'
HR-23 sP PAGE: H032A
PAVEMENT RESTORATION
A-mmilt IrlrawmLov
Ash nit Iritmmijivie %mmhmmuftm
by Ventre Poem Survey & 1w, ofte >fI m I
sanitary sews and v1linitr �1 R
I naccesst1, 1100010
tn)m = omp
n ,
Centre Poselow
!'
33701 ft.
..
F ecieral
253-661-19011 °
253-661-771-9 '�--�
L BLIND FLANGE
12" VERTICAL CROSS
CROSS (MJxFL)
NfAm31200A
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
_Date 1-11aS
Date
Date
RECOMMENDED
FOR APPROVAL
By -
BY: -- -- ----
BY:
EXPIRES: MAY 6, 2003
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PROJECT NO.: 00-25
DRAWN BY: DJW
ISSUE DATE: 04-03-03
SHEET REV.: 07-15-03
DETAILS
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SCANNED ACV 7 2003
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