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NW 7TH STREET
SEWER REPAIR PROJECT
LOCATION MAP
PROJECT NO. S -551
INDEX OF DRAWINGS
SHEET No. DESCRIPTION
I COVER SHEET, LOCATION MAP AND INDEX OF DRAWINGS
2 NW 7TH STREET - SEWER PLAN AND PROFILE
3 MISCELLANEOUS DETAILS
GENERAL NOTES
I. COORDINATE SYSTEM CONTROL. - RR SPIKE LOCATED IN MIDDLE OF INTERSECTION
a NW 7TH STREET AND TAYLOR AVENUE NW, N 330.25, E 127.08 AND EXIST.
MONUMENT LOCATED IN MIDDLE OF TAYLOR AVENUE NW ACROSS FROM 664 TAYLOR
AVE NW, N 140.25, E 127.09.
2. VERTICAL DATUM - BENCH MARK EL. = 142.85, TACK IN LEAD BACK OF CONC.
SIDEWALK 4.3' FROM NORTH END OF CONC. WALK a STEVENS AVE. NW
7TH STREET, BM 1193 CITY OF RENTON DATUM.
3. UTILITIES SHOWN ARE BASED ON AVAILABLE INFORMATION, ACTUAL LOCATION OR
ELEVATION MAY VARY, THE CONTRACTOR SHALL POTHOLE TO DETERMINE
THE LOCATION AND ELEVATION OF ALL UTILITIES TO BE CROSSED OR
CONNECTED TO (AS SHOWN) PRIOR TO CONSTRUCTION. ANY ADJUSTMENTS
TO GRADES REQUIRED TO AVOID CONFLICTS WITH ANY UTILITIES SHALL BE
PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST.
4. THE CONTRACTOR SHALL PROVIDE AS -BUILT INFORMATION AS REQUIRED TO DEFINE
ALL MANHOLE INVERTS AND RIMS INCLUDING PIPE INVERTS AND ALIGNMENT EVERY
50 FEET AND AT GRADE BREAKS.
5. REMOVE FROM THE JOB SITE ALL CLEARING AND GRUBBING DEBRIS, SLIDE DEBRIS,
EXISTING SEWER PIPING AND MANHOLES DISPLACED BY SLIDE, ALL OTHER LATERALS
AND OTHER ITEMS REMOVED AS PART OF THE WORK FROM THE JOB SITE.
NOVEMBER 1991
JW James M. Montgomery
:_. Consulting Engineers, Inc.
IA f I I 1 1 Al I I I I I I I$ I A.- ® ® I A
RECOMMENDED FOR APPROVAL
609966WZ 111141,
WASTEWATER UTILITY I DATE
REVI ED FO 0 LIANCE TO CITY'S STANDARDS
I SYSTE S A AGER OA E
CE SERVICES DATE
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CITY OF RENTON
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DEPARTMENT OF PUBLIC WORKS
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NW 7TH STREET SEWER REPAIR PROJECT
(INTERIM EMERGENCY SEWER REPAIR)
FIELD BGGK. PAGE:
NO. REVISION BY APPR. DATE APPROVED: SHEET: I OF: 3 I
.1. STA. 2 +00±
344.69
316.36
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QND CONSTRUCTION
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THE SIDEWALK.
MATCH LINE SEE LOWER LEFT
j� MATCH LINE SEE UPPER RIGHT
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NW 7TH STREET SEWER REPAIR - LINE A
REFERENCE NOTES
lO RECONNECT EXIST. SIDE SEWER AS SHOWN TO NEW 05 CONSTRUCT NEW MANHOLE, CONNECT TO EXISTING
8' HDPE SS, PROVIDE AND INSTALL ALL PIPE, FITTINGS MAIN SEWER WHERE SHOWN.
CONNECTIONS ETC. REO'D FOR CONNECTION.
O MAINTAIN 12' CLEARANCE AT 16' WATERLINE
O CONSTRUCT NEW 8' HDPE SS, CURVED GRAVITY SEWER. OR PROVIDE ETHAFOAM SEPARATOR (6' THICKNESS).
OCURVE SEWER PIPE AS REQUIRED TO MATCH GRADES SHOWN
OR CLEAR OBSTACLES.
04 CONNECT TO EXISTING MANHOLE AS APPLICABLE, GROUT IN
COR -N -SEAL CONNECTOR SIZED TO MATCH SS PIPE (TYPICAL).
0 +00 1 +00 2 +00
8.
PROTECT THE EXISTING 16' WATERMAIN FROM DAMAGE DURING
CONSTRUCTION. DISRUPTION TO SERVICE WILL NOT BE ALLOWED.
SET NEW MANHOLE
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THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE
TYPE I
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5. CONTRACTOR SHALL PROVIDE EROSION /SEDIMENTATION CONTROLS
TYPE
11 TRENCH
DETAIL
SCALE: : HOOP ? \
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NTON
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JAMES M. MONTGOMERY R. C. E. NO. DATE
CONSULTING ENGINEERS, INC.
MATCH LINE SEE LOWER LEFT
6.
PROVIDE BUTT FUSION 'T' FITTING ON 8' HOPE SS PIPE
UNDISTURBED HILLSIDE EMBANKMENT AND RESIDENCES.
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7.
ALL MAIN SS PIPE SHALL BE 8' OR 10' HOPE SDR 26, AS SHOWN.
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END CONSTRUCTION
8.
PROTECT THE EXISTING 16' WATERMAIN FROM DAMAGE DURING
CONSTRUCTION. DISRUPTION TO SERVICE WILL NOT BE ALLOWED.
SET NEW MANHOLE
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THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE
120
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CONTRACTOR FOR THE RESIDENT OF 676 TAYLOR AVE. N.
5. CONTRACTOR SHALL PROVIDE EROSION /SEDIMENTATION CONTROLS
BASKETBALL :` : , CLEPNOU.
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CONFORMING TO CITY OF RENTON STANDARD PRACTICE,
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I. SHORE EXCAVATION AS REQUIRED TO PROTECT EXISTING
6.
PROVIDE BUTT FUSION 'T' FITTING ON 8' HOPE SS PIPE
UNDISTURBED HILLSIDE EMBANKMENT AND RESIDENCES.
AT SIDE SEWER CONNECTION.
2. RESTORE ALL DISTURBED SURFACE VEGETATION WITH
7.
ALL MAIN SS PIPE SHALL BE 8' OR 10' HOPE SDR 26, AS SHOWN.
HYDROSEEDING.
3. MAINTAIN EXISTING AND /OR PROVIDE CLEAR PLASTIC PVC
8.
PROTECT THE EXISTING 16' WATERMAIN FROM DAMAGE DURING
CONSTRUCTION. DISRUPTION TO SERVICE WILL NOT BE ALLOWED.
SHEETING (6 MIL. MIN.) TO COVER ALL EXCAVATED SURFACES
DETAIL
ANY DAMAGE THE WATERMAIN SHALL BE REPAIRED
DURING RAIN PERIODS AND AFTER CONSTRUCTION HOURS.
AT THE CONTRACTORS EXPENSE.
LEAVE PVC SHEETING IN PLACE AFTER FINAL HYDROSEEDING,
STAKE IN PLACE c 10' CC TO SECURE SLOPE.
9.
SEE SHEET 3 FOR TRENCH DETAIL TYPES.
4. MATCH FINISH GRADE WITH ALL MANHOLE LIDS.
10.
THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE
120
CONTRACTOR FOR THE RESIDENT OF 676 TAYLOR AVE. N.
5. CONTRACTOR SHALL PROVIDE EROSION /SEDIMENTATION CONTROLS
(CONSTRUCTING A RETAINING WALL FOR SLOPE STABILIZATION).
CONFORMING TO CITY OF RENTON STANDARD PRACTICE,
CONSISTING OF, BUT NOT LIMITED TO, SILT FENCING,
CB PROTECTION AND OTHER APPROPRIATE MEASURES.
0 +00 1 +00
8' HDPE PIPE
FLEXIBLE RUBBER JOINT COUPLING
W/ STAINLESS STEEL BANDS
�-- 10' HDPE PIPE
10' (MIN .)- -/
SLIP JOINT COUPLING A
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SLIP JOINT COUPLING 8' x 8' x 8'
SEE DETAIL A/- BUTT FUSION 'T'
KPVC PIP 8' HDPE PIPE
35 SDR 26
10' (MIN.)
o SERVICE
JOINT COUPLING FB
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NO.
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ENCH DETAIL
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CITY OF
NTON
DEPARTMENT OF PUBLIC WORKS
NW 7TH STREET SEWER REPAIR PROJECT
(INTERIM EMERGENCY SEWER REPAIR)
SEWER PLAN AND PROFILE
DESIGNED: JEB
DATE: 9/30/91
FILE NAME:
DRAWN: JES
CHECKED: JOC
SCALE: I' =20'
FIELD Boom PACE
REVISION
BY
APPR.
DATE
APPROVED:
SHEET: 2 OF: 3
I A I I I I i i i I® i i I I i A
RAINIER A4Ea"` .
PROPOSED SEWER PIPE
SPACE LANDSCAPE TIMBERS
ABOUT 25' APART
WHEN SLOPE IS FLATTER
THAN 2 HORIZ.:IVERT.
EDGE OF CLEARING
SEE DETAIL E/-
SPACE LANDSCAPE TIMBERS
ABOUT 10' APART
WHEN SLOPE IS STEEPER
THAN 2 HORIZ. :I VERT.
SEE PROFILE FOR DEPTH
18' MIN. (TYP.)
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LINE (TYP.)
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UNDISTURBED SOIL
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2'-0' 18'
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MECHANICAL TYPE
COUPLING (VICTAULIC
OR EQUAL)
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12 ' MIN. OVERLAP
(TYP. EA. FACE)
PIPE ANCHOR _ —_
NTS
SAWCUT FINAL
JOINT
3'AC CLASS B
SCHEMATIC OF LANDSCAPE
NOTE SURFACE RESTORATION
ONLY IN ASPHALT AREAS.
TRENCH PATCH
TIMBER PLACEMENT
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
6'
NW 7TH STREET SEWER REPAIR PROJECT
(INTER REPAIR)
MISCELLANEOUS DETAILS
SCALE: I' =20'
NOTES:
DESIGNED: JEB
DRAWN: JES
CHECKED: JDC
12'
36' + O.D. PIPE CRUSHED SURFACING,
6' P
TY •
TO KEY P COURS E E AND
STON
BANK RUN GRAVEL GROUND
RECOMMENDED FOR APPROVAL
SURFACE IN NON-PAVED AREAS)
PIPE BEDDING MATERIAL
REVISION
BY
_ AS SPECIFIED IN 7- 17.3(1)B
ITY DARE
APPROVED:
SHEET: 3 OF: 3
t R. C. E. NO. DATE
e, S Y/
AERY R. C. E. NO. DATE
EERS, INC.
6•
8' OR 10'
SANITARY SEWER
FOUNDATION MATERIAL CLASS A
AS DIRECTED BY THE ENGINEER
NOTES:
L ALL MATERIALS EXCAVATED FROM THE TRENCH SHALL BE REMOVED,
HAULED AND DISPOSED. EXCAVATION SHALL BE REPLACED WITH FOUNDATION,
BEDDING AND BACKFILL MATERIALS AS SHOWN IN TRENCH BACKFILL DETAIL
AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED
WITH TEMPORARY ASPHALT AT END OF EACH WORK DAY. FINAL TRENCH PATCHING
SHALL BE PLACED AFTER ALL FINISH GRADING AND SEEDING HAS BEEN ACCOMPLISHED.
TRENCH DETAIL TYPE I
C
NTS
CLEARING WIDTH
(LIMIT TO MINIMUM REQUIRED FOR CONSTRUCTION)
LANDSCAPE TIMBER (TYP.)
SEE DETAIL D/- 3' x 4' LANDSCAPE LANDSCAPE TIMBER
TIMBER (TREATED)
LENGTH AS REQUIRED
(10' MIN.)
90p MOUND BACKFILL
SLIGHTLY (TYP.)
100 -150 DOWNSLOPE — - —
(ALTERNATE SIDE OF SLOPE) _ - �_ TNDPSEACHESIDE)ADE
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REBAR °
ANCHOR w
FALL LINE w
OF SLOPE
LANDSCAPE TIMBER DETAIL
NTS D
1' -0'
MIN.
NATIVE BEDDING AND BACKFILL
(HAND SCREENED TO REMOVE
2' AND LARGER MATERIAL)
SCHEMATIC OF LANDSCAPE
80R10'
SANITARY SEWER S -:a I
TRENCH DETAIL TYPE II
TIMBER PLACEMENT
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
A
NW 7TH STREET SEWER REPAIR PROJECT
(INTER REPAIR)
MISCELLANEOUS DETAILS
SCALE: I' =20'
NOTES:
DESIGNED: JEB
DRAWN: JES
CHECKED: JDC
DATE: 9/30/91
1. SPACE LANDSCAPE TIMBERS
FOR LINE B SIMILAR TO THOSE
SHOWN FOR LINE A, PLACE TIMBERS
RECOMMENDED FOR APPROVAL
FULL HEIGHT OF SLOPE.
2. PLACE EXCELSIOR MATTING OVER ALL
REVISION
BY
DISTURBED AREAS AFTER HYDROSEEDING.
ITY DARE
APPROVED:
SHEET: 3 OF: 3
t R. C. E. NO. DATE
e, S Y/
AERY R. C. E. NO. DATE
EERS, INC.
I� I I I I I ( I I I Y I I I
Z
W
REBAR °
ANCHOR w
FALL LINE w
OF SLOPE
LANDSCAPE TIMBER DETAIL
NTS D
1' -0'
MIN.
NATIVE BEDDING AND BACKFILL
(HAND SCREENED TO REMOVE
2' AND LARGER MATERIAL)
80R10'
SANITARY SEWER S -:a I
TRENCH DETAIL TYPE II
NTS
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
�eyoee�OmwLL wG��d
NW 7TH STREET SEWER REPAIR PROJECT
(INTER REPAIR)
MISCELLANEOUS DETAILS
DESIGNED: JEB
DRAWN: JES
CHECKED: JDC
DATE: 9/30/91
FILE NAME:
SCALE: NTS
FIELD BOOK: PAGE:
REVISION
BY
APPR.
DATE
APPROVED:
SHEET: 3 OF: 3