HomeMy WebLinkAboutR-4038170
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BOEING COMPANY
072305
SMH 1207 (R01-31 A) 9100
RIM EL=125.49 660 LOGAN AVE N
IE(N)12"MTL=UNABLE TO MEASURE RENTON, WA98055
CL CHAN EL=106.28 -\
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SMH 1386 (R01-32)
RIM EL=127.00 �
CL CHAN EL=103.1
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BURNETT AVE N I 2
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PARCEL
� 722450-0325
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
rnair 01 /22/2019 %j
■
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■
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/ /12"
JEFFS AUTO REPAIR
72240
0315
546 BURNETT AVE N
RENTON, WA 98055
PLAN
CAROLLO ENGINEERS, INC.
1218 3RD STREET,
SUITE 1600
SEATTLE, WA 98101
PH:206-684-6532 FAX:206-903-0419
PERMIT ISSUE DRAWING
This document version is designed to contain
sufficient relevant information for the applicable
Permit Review submittal and approval process.
IJAN UARY 2019 I
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Erik J. Waligorski, P.E.
(Washington License No.
38087) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Brian A. Sliger, P.E.
(Washington License No.
55635) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.
■
V-6"
TYP
0
a
AREA FOR TEMPORARY
FLOW DEFLECTION
DEVICE. SEE NOTE 2.
0
AREA FOR TEMPORARY
FLOW DEFLECTION
DEVICE. SEE NOTE 2
THIS DETAIL.
108" RCP
INV=103.1
36" BRYN MAWR
8'-1"
5-11 1 /2"
LL LL
L L L L 43"
LL LLLL
LL LLL /
LL L L I\
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LLLLLL i
LLLLL
LL L —�--
APPROXIMATE
OPENING IN ESI PIPE
24" SS
L DROP MAINTENANCE
HOLE
APPROXIMATE
EXISTING ESI
CENTERLINE
INSERT BYPASS PIPING
DISCHARGE LINE(S) - - - - - - - - - -
I
EXISTING GRADE I MH RIM
INV=125.49
REMOVE AND PRESERVE
REDUCING MAINTENANCE HOLE
SECTION, GRADE RINGS, FRAME,
AND COVER. SEE NOTE 3
.I � I.
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I 8'-10"
REMOVE EXISTING
MAINTENANCE HOLE
STEPS
TOP OF VAULT LID
INV=119.6
\\ F7 ( 24" CONC
-ALL INV=114.12
LULL
LLLLLL
>LLEL±LLLLLLL VAULT FLOOR
12" RCP
INV=109.6
f`'��`'`�• •r.`�''.�°•"•�. 36" RCP
--
INV=107.6
SECTION A
SCALE: NONE -
NOTES:
1. ELEVATIONS AND DIMENSIONS WERE RETRIEVED FROM 36" BRYN MAWR TRUNK MAIN AS-BUILTS
RECORDS. CONTRACTOR TO VERIFY DIMENSIONS IN FIELD.
2. SEE SECTION 33 31 40 OF SPECIFICATIONS FOR ADDITIONAL TEMPORARY FLOW DIVERSION DEVICE
REQUIREMENTS.
3. REPLACE PRESERVED REDUCING MANHOLE SECTION, GRADE RINGS, GASKETS, JOINT GROUTING
(INSIDE AND OUT), FRAME, AND COVER FOLLOWING CONSTRUCTION. BACKFILL MANHOLE AND
PROVIDE ASPHALT PATCH PER DETAIL 1, DRAWING CT114.
DISCHARGE TO MH R01-31 A
SCALE: 1 /4"=V-0"
DESIGNED/DRAWN:
CHECKED:
B. HAWES
E. WALIGORSKI/
G. GOULD
PROJECT ENGINEER:
SCALE:
B. SLIGER
AS NOTED
DESIGN APPROVAL:
FACILITY NUMBER:
B. ISAAC
NONE
PROJECT ACCEPTANCE: CONTRACT NO:
M. DARBY C01307C18
La
K111g COY11'y
GENERAL NOTES:
1. SEE DWG G002 FOR KEY MAP.
2. SEE DWG G004 FOR GENERAL PROJECT NOTES.
3. ACCESS TO ALL EXISTING UTILITY STRUCTURES
WITHIN BYPASS AREA, INCLUDING MANHOLES,
CATCH BASINS, VAULTS, ETC. SHALL BE
MAINTAINED FOR THE DURATION OF THE
PROJECT.
4. SITE SHALL BE RETURNED TO
PRE -CONSTRUCTION CONDITION FOLLOWING
CONSTRUCTION, EXCEPT AS OTHERWISE NOTED.
5. SEE DWG CT115 FOR TESC NOTES AND DETAILS.
KEY NOTES:
OSHORED EXCAVATION TO 48" DIAMETER RISER
SECTION. ESTIMATED 5' DEPTH. FOLLOWING
CONSTRUCTION, RESTORE PAVEMENT PER
DETAIL 1, CT114.
0REMOVE MAINTENANCE HOLE REDUCING
SECTION TO EXPOSE TOP OF 48" DIAMETER
RISER SECTION. SEE DETAIL 1 THIS DWG.
OINSTALL BACKWATER DAM JUST DOWNSTREAM
OF MH R01-32. BACKWATER DAM TO EXTEND A
MINIMUM OF 3'-0" ABOVE THE INVERT AND SHALL
BE DESIGNED BY THE CONTRACTOR. SEE
SECTION 33 31 40 OF SPECIFICATIONS FOR
LL!
ADDITIONAL REQUIREMENTS.
O4 REPLACE CURB/GUTTER DAMAGED BY
Q
EXCAVATION PER DETAIL 4, DWG CT113.
OBRING BYPASS DISCHARGE PIPING TO GRADE AT
BYPASS DISCHARGE AREA.
LEGEND
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CB INSERT PER DETAIL 1 ON DWG CT115.
O
LLI
— BYPASS PUMPING AREA BORDER
STANDARD TRENCHED BYPASS PIPING
(V
PER DETAIL 1, DWG CT113. SEE PROFILE
z
FOR APPROXIMATE EXISTING UTILITY
ELEVATIONS
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10 5 0 10 20 p
SCALE IN FEET (HORIZ)
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NAD 83/2011 (BELLEVUE) LL]
METRO DATUM
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1 Know what's below.
CITY OF
C101 Call before you dig. R-403815 O
DEPARTMENT OF NATURAL RESOURCES & PARKS DATE:
WASTEWATER TREATMENT DIVISION JANUARY 2019 z
EASTSIDE INTERCEPTOR SECTION 2 LLJ
REHABILITATION - PHASE II PROJECT FILE NO: n/
BYPASS DISCHARGE PLAN
(N 6TH ST & BURNETT AVE N)
G
16-1123630
LL
DRAWING NO: O
CT1 12
SHT NO / TOTAL REV
17 36 NO:
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