2017SewerDesignROWPermit.pdfU: Shell Valley Rd
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Bravo Environmental I PPV, Inc.
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BH Consultants, LLC Oersigried; P Love 8.16: '1"%
1601 Filih Aije, Suit. 500 Honz: 1'=20'-D'
Seattle, Washington 98101 D..n: A_ Cadaso Vert: I- V-O' City of Edmonds
2065053400 On,lrch,IFAS�I, Public Works Department
S 206.505.3406 (fax) Checked: J Zier, P E 1
S1Jj1LTA[N_T� —.1,h—sultants.com — 121 Sth Ave N (425) 771-0220
If N�t Dr. lr� Edmonds, WA 98020 (425) 672-5750 (fax)
Revision Date By AWd Approved: R Dom, P E S.WAdfN.V
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NOTES:
1. SEE DRAWING G-2 FOR GENERAL NOTES AND G-5 FOR
SURVEY CONTROL INFORMATION,
2. INSTALL TESC FACILITIES PRIOR TO EXCAVATION PER
DRAWING G-4.
1 LOCATIONS OF SIDE SEWER STUBS SHOWN ARE
APPROXIMATE. EXACT LOCATIONS SHALL BE VERIFIED'BY
THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. FIELD VERIFY SIZE, DEPTH. MATERIAL. AND LOCATION OF
EXISTING UTILITIES. CONTRACTOR TO PROVIDE
INFORMATION TO CITY PRIOR TO INSTALLATION AND/OR
CONSTRUCTION OF ANY NEW FACILITIES.
5. CONTRACTOR IS RESPONSIBLE FOR PRESERVING,
PROTECTING, AND TEMPORARY PROVISIONS AS
NECESSARY TO MAINTAIN UTILITIES AND SERVICE.
6. FOR PIPE REAMING OPERATIONS, INSTALL RELIEF PITS AS
NECESSARY TO CAPTURE DRILLING MUD. DRILLING MUD
SHALL BE VACTORED FROM RELIEF PIT AND DISPOSED
OFF -SITE.
CONSTRUCTION NOTES:
REMOVE AND REPLACE EXISTING SANITARY SEWER
MANHOLES WITH NEW SANITARY SEWER MANHOLE AS
SHOWN. SEE STANDARD DETAIL E6.1, DRAWING C-7.
CONSTRUCTION CENTERLINE (CIL) EQUALS PIPE CIL,
SEE CONTROL DATA.
INSTALL 18-INCH HDPE DR1 7 SANITARY SEWER PIPE BY
PIPE REAMING EXISTING SEWER MAIN. PIPE
LAUNCHING AND RECEIVING PITS ARE APPROXIMATE
AND ADJUSTABLE IN FIELD. SEE SPECIFICATIONS FOR
PIPE REAMING REQUIREMENTS.
(D INSTALL FILTER FABRIC FENCE PER LOCATIONS
SHOWN ON PLAN. SEE STANDARD DETAIL E1.1,
DRAWING G-4.
A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION.
POTHOLE I LOCATE EXISTING UTILITY AT LOCATION(S)
SHOWN. PROVIDE ENGINEER AND CITY WITH UTILITY
SIZE, DEPTH, MATERIAL AND LOCATION TO ALLOW FOR
REDESIGN, IF NECESSARY.
LEGEND:
<�> SURVEY CONTROL POINT, SEE DWG G-5
<
0
Call 48 Hours
Before You Dig
0__
1-800-424-5555
UNnERGROU14DSERVICE
Preliminary
A-4.
90% Review Set
Not For Construction
01-2017
2017 SANITARY SEWER
C-2
REPLACEMENT PROJECTS
SANITARY SEWER PLAN AND PROFILE
Sheet: 7 1 xx
STA 5+00 TO STA 9+00
FJ. P16.10391 C.2
Data: J--uary20l7
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NOTES:
1. SEE DRAWING G-2 FOR GENERAL NOTES AND G-5 FOR
SURVEY CONTROL INFORMATION.
2. INSTALL TESC FACILITIES PRIOR TO EXCAVATION PER
DRAWING G-4.
3. LOCATIONS OF SIDE SEWER STUBS SHOWN ARE
APPROXIMATE. EXACT LOCATIONS SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION.
4. FIELD VERIFY SIZE. DEPTH. MATERIAL, AND LOCATION OF
EXISTING UTILITIES. CONTRACTOR TO PROVIDE
INFORMATION TO CITY PRIOR TO INSTALLATION ANDIOR
CONSTRUCTION OF ANY NEW FACILITIES.
5. CONTRACTOR IS RESPONSIBLE FOR PRESERVING,
PROTECTING, AND TEMPORARY PROVISIONS AS
NECESSARY TO MAINTAIN UTILITIES AND SERVICE.
6. FOR PIPE REAMING OPERATIONS, INSTALL RELIEF PITS AS
NECESSARY TO CAPTURE DRILLING MUD. DRILLING MUD
SHALL BE VACTORED FROM RELIEF PIT AND DISPOSED
OFF -SITE.
CONSTRUCTION NOTES:
INSTALL SEWER CLEANOUT AT PROPERTY LINE AND
RECONNECT TO EXISTING SIDE SEWER. SEE
STANDARD DETAIL E6.2, DRAWING C-7. LOCATION AND
DEPTH OF EXISTING SIDE SEWER IS APPROXIMATE.
CONTRACTOR SHALL FIELD LOCATE PRIOR TO
RECONNECTION.
REMOVE AND REPLACE EXISTING SANITARY SEWER
MANHOLES WITH NEW SANITARY SEWER MANHOLE AS
SHOWN. SEE STANDARD DETAIL El DRAWING C-7.
CONSTRUCTION CENTERLINE (CIl EQUALS PIPE C/l
SEE CONTROL DATA.
INSTALL 18-INCH HOPE DR17 SANITARY SEWER PIPE BY
PIPE REAMING EXISTING SEWER MAIN PIPE
LAUNCHING AND RECEIVING PITS ARE APPROXIMATE
AND ADJUSTABLE IN FIELD. SEE SPECIFICATIONS FOR
PIPE REAMING REQUIREMENTS.
INSTALL HOPE SIDE SEWER TEE AND RECONNECT TO
EXISTING SIDE SEWER PER DETAIL XJC-10
INSTALL FILTER FABRIC FENCE PER LOCATIONS SHOWN
ON PLAN. SEE STANDARD DETAIL E1.1, DRAWING G-4-
PROTECT EXISTING POOL DRAIN PUMP STATION VAULT
AND APPURTENANCES. RECONNECT 3-INCH BRASS
FORCE MAIN TO SSMH 8-36 AS SHOWN.
GINSTALL NEW SANITARY SEWER MANHOLE AS SHOWN.
SEE STANDARD DETAIL El DRAWING C-7.
LOCATE AND RECONNECT EXISTING SANITARY SEWER
8 MAIN.
GA MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION,
POTHOLE I LOCATE EXISTING UTILITY AT LOCATION(S)
SHOWN. PROVIDE ENGINEER AND CITY WITH UTILITY
SIZE, DEPTH, MATERIAL AND LOCATION TO ALLOW FOR
REDESIGN, IF NECESSARY.
LEGEND:
SURVEY CONTROL POINT, SEE DWG G-1
-<)'? Th Ja
Preliminary
90% Review Set
Not For Construction
01-2017
BHC Consultants, LLC D"grwd P. Love
1601 Fifth Avenue, Suite 500 Horiz: 120'-0' City of Edmonds 2017 SANITARY SEWER
Seattle, Washington 96101 D.— -A C.ri.so Vert: 1— 5*-0' Public Works Department REPLACEMENT PROJECTS
206.505 3400 0- 1�h.t Full S�.I�
206.505:3406 (faK) Checked: J. Zier, RE
w—bi1ccunsullants corn I.N.1 cw� Ed.onds, WA 98020 (425) 672-5750 (fax)
S;LTA[t i 121 Sth Ave N (425) 771-0220 SANITARY SEWER PLAN AND PROFILE
Approved: l Dorn, RE S.luA.nrgy STA 9+00 TO STA 13+25
Call 48 Hours
Before You 019
<:i_
1-800-424-5555
UNDERGROUlID SERVICE
W
Dral C-3
Shea[: 8 of XX
File: PIG-10391-C-3
Date: January 20W
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BHC Consultants, LLC DosigrIod P. Love Scale:
1601 Fifth AYenua. Suite 500 — Hoft: 1 20'-W 1-:1 City of Edmonds
Seattle. Washington 98 101 Drawn k Cadaso Vert: 1' 6-0* Public Works Department
2065053400 One Inch al F,lI Scale
206 505 3406 (1..) Chocked J Zier, P E 1 121 5th Ave N (425) 771-0220
JS OOLTA[ t---S �— blh—mcultaMs co. Sif N. One Inch Edmonds, WA 98020 (425) 672-5750 (fax)
Appro,ied: R Dom. P E k A—dingl/
2901
280
NOTES:
1 SEE DRAWING G-2 FOR GENERAL NOTES AND G-5 FOR
SURVEY CONTROL INFORMATION.
2. INSTALL TESC FACILITIES PRIOR TO EXCAVATION PER
DRAWING G-4.
3. LOCATIONS OF SIDE SEWER STUBS SHOWN ARE
APPROXIMATE EXACT LOCATIONS SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
4. FIELD VERIFY SIZE, DEPTH. MATERIAL, AND LOCATION OF
EXISTING UTILITIES. CONTRACTOR TO PROVIDE
INFORMATION TO CITY PRIOR TO INSTALLATION AND/OR
CONSTRUCTION OF ANY NEW FACILITIES.
5. CONTRACTOR IS RESPONSIBLE FOR PRESERVING,
PROTECTING, AND TEMPORARY PROVISIONS AS
NECESSARY TO MAINTAIN UTILITIES AND SERVICE
6 FOR PIPE REAMING OPERATIONS, INSTALL RELIEF PITS AS
NECESSARY TO CAPTURE DRILLING MUD_ DRILLING MUD
SHALL BE VACTORED FROM RELIEF PIT AND DISPOSED
OFF -SITE.
CONSTRUCTION NOTES:
0 INSTALL STORM DRAIN �NUET PROTECTION PER DETAIL
ON DRAWING G4, AS D RECTED BY ENGINEER
LOCATION OF TESC FACILITIES SHOWN ARE
APPROXIMATE ONLY CONTRACTOR RESPONSIBLE FOR
MEETING ALL NPDES REQUIREMENTS.
QINSTALL SEWER CLEANOUT AT PROPERTY LINE AND
RECONNECT TO EXISTING SIDE SEWER SEE STANDARD
DETAIL E6 2, DRAWING C-7. LOCATION AND DEPTH OF
EXISTING SIDE SEWER IS APPROXIMATE. CONTRACTOR
SHALL FIELD LOCATE PRIOR TO RECONNECTION.
REMOVE AND REPLACE EXISTING SANITARY SEWER
MANHOLES WITH NEW SANITARY SEWER MANHOLE AS
SHOWN SEE STANDARD DETAIL E6.1, DRAWING C-7.
GCONSTRUCTION CENTERLINE (CIL) EQUALS PIPE CIL,
SEE CONTROL DATA
INSTALL NEW SANCH DIAMETER PVC SDR 35 SEWER
LATERAL IN RIGHT-OF-WAY TO REPLACE EXISTING SIDE
SEWER LATERAL SHALL BE INSTALLED PER STANDARD
DETAIL EG 4, DRAWING C-7.
INSTALL FILTER FABRIC FENCE PER LOCATIONS SHOWN
ON PLAN. SEE STANDARD DETAIL E1.1, DRAWING GA.
REMOVE AND REPLACE MONUMENT PER CITY
STANDARD DETAIL E2 33 AND E2.33 1. DNR APPLICATION
IS REQUIRED PRIOR TO REMOVAL IN ACCORDANCE WITH
CONTRACT SPECIFICATIONS.
INSTALL NEW SANITARY SEWER MANHOLE AS SHOWN.
SEE STANDARD DETAIL E6.1, DRAWING C-7.
LOCATE AND RECONNECT EXISTING SANITARY SEWER
MAIN.
0 A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION,
POTHOLE I LOCATE EXISTING UTILITY AT LOCATION(S)
SHOWN. PROVIDE ENGINEER AND CITY WITH UTILITY
SIZE, DEPTH, MATERIAL AND LOCATION TO ALLOW FOR
REDESIGN, IF NECESSARY.
LEGEND:
SURVEY CONTROL POINT, SEE DWG G-5
Call 48 Hours
Before You 019
1-800-424-5555
UNCERGROUNDSERMCE
Preliminary
won.
90% Review Set
Not For Construction
X
01-2017
2017 SANITARY SEWER
Dmwing: C-6
REPLACEMENT PROJECTS
Sheol: of XX
SANITARY SEWER PLAN AND PROFILE
Ala. PIG-10391-C-6
STA 21 +50 TO STA 25+10
Date: January20l7
COPYRIGHT 62017ONCCON541W47ILL�,