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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
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CAROLLO ENGINEERS, INC.
1218 3RD STREET,
SUITE 1600
SEATTLE, WA 98101
PH:206-684-6532 FAX:206-903-0419
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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.
GRp\SS
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
APPROXIMATE
EDGES OF ESI
PIPE
96 METRO SEWER
ECOLOGY BLOCK
WALL (TYP) - f
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BH3
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EXIST DRAINAGE
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EXIST DRAINAGE
BERM (TYP)
KEY NOTES (CONT'D):
10 MONITORING POINTS FOR EXISTING 16" BOEING
FIRE LINE, 96" ESI, AND EXISTING 48" STORM
DRAIN PER SECTION 31 09 00 OF THE
SPECIFICATIONS.
11 REPLACE CURB AND SIDEWALK DAMAGED BY
EXCAVATION FOLLOWING CONSTRUCTION PER
DETAIL 5, DWG CT113.
12 BYPASS PIPING ROUTED ABOVE GRADE AS
REQUIRED WITHIN BYPASS INTAKE AREA.
13 AREA RESERVED FOR DEWATERING
SEDIMENTATION TANK (AS NECESSARY). SEE
SECTION 01 34 43 OF THE SPECIFICATIONS.
LEGEND
OCB INSERT PER DETAIL 1, DWG CT115.
APPROXIMATE VFD AND PUMP
INSTALLATION AREA
O SURFACE SETTLEMENT MONITORING
POINT PER SECTION 31 09 00 OF THE
SPECIFICATIONS
0U UTILITY MONITORING POINT PER
SECTION 31 09 00 OF THE
SPECIFICATIONS
- O OVERLAND BYPASS PIPING
ECOLOGY BLOCK WALL
APPROXIMATE LIMITS OF CHEMICAL
�� GROUTING
P
I'%///� SEDIMENTATION TANK AREA K
DEPARTMENT OF NATURAL RES
WASTEWATER TREATME�
EASTSIDE INTERCEPTO
REHABILITATION - F
King County BYPASS I NTAI
F V G
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 OR BETTER
FOLLOWING CONSTRUCTION, EXCEPT AS
OTHERWISE NOTED.
5. SEE DWG CT115 FOR TESC NOTES AND DETAILS
6. SEE SECTION 01 35 43 OF THE SPECIFICATIONS
FOR SOIL MANAGEMENT REQUIREMENTS ON
BOEING PROPERTY.
KEY NOTES:
10 APPROXIMATE LOCATION OF SHORED
EXCAVATION TO EXISTING 96" RCP. SEE DWGS
S001-S203 FOR SHORING DESIGN. CONTRACTOR
TO POTHOLE PRIOR TO EXCAVATION TO LOCATE
TENSION TIE ANCHORED SADDLE AND PIPE JOINT.
ADJUST SHORING LOCATION TO MATCH
REQUIRED DIMENSIONS AND OFFSETS FROM
TENSION TIES/PIPE JOINTS SHOWN IN
STRUCTURAL DESIGN FOLLOWING POTHOLING.
OCOUPON CUT IN PIPE CROWN FOR BYPASS
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SYSTEM SUCTION PIPING (TYP). SEE
STRUCTURAL DWGS FOR COUPON DIMENSIONS
AND SPACING.
OESTIMATED END OF EXISTING LINABOND LINER.
PIPE COUPONS SHALL BE CUT WITHIN SECTION
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OF PIPE WITH EXISTING LINER.
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04 COUPON CUT IN PIPE CROWN FOR INSTALLATION
OF BYPASS OVERFLOW WEIR. SEE DWGS
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S101-S203 FOR COUPON DIMENSIONS AND WEIR
DESIGN.
OABANDON EXISTING OBSERVATION WELL AT BH-2
PER WAC 173-160-381 PRIOR TO EXCAVATION.
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ORESERVED AREAS FOR BYPASS PUMPS, NOISE
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ATTENUATION, AND ASSOCIATED EQUIPMENT.
07 REMOVE EXISTING ECOLOGY BLOCK WALLS AND
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STOCKPILE ON -SITE. REPLACE TO
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PRE -CONSTRUCTION CONFIGURATION AS
DIRECTED BY BOEING (TYP ALL ECOLOGY BLOCK
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WALLS WITHIN BYPASS PUMPING AREA).
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SPECIFICATIONS (TYP OF 5).
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CITY OF RFNTnN #-
Call before you dig. R-403814
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DURCES & PARKS
DATE:
I-
1T DIVISION
JANUARY 2019
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2
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PROJECT FILE NO:
RASE I ION
16-1123630
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DRAWING NO:
0
SCE PLAN
CT1 11
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SHT NO / TOTAL
REV
16 36
NO:
0
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