HomeMy WebLinkAboutzS-2290SetNOTES:
I. SANITARY SEWER MANHOLES ARE
STATIONED AT CENTER OF STRUCTURE.
SANITARY SIDE SERVICES ARE STATIONED
TO THE CONNECTION POINT ON THE
PROPOSED MAIN.
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NEW SSMH 1 (SHALLOW -TYPE B, 64 ") j
STA 1 + _ 17.00 7.5' LT
INV EL. 395.65
(SEE DETAILPHEET C Z)
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OPEN CUT AS REQUIRED. ALL WORK TO '
CONFORM WITH CURRENT (4121195) CITY 4
OF RENTON TRENCH RESTORATION AND p
STREET OVERLAY REQUIREMENTS. PATCH N ;
PER DETAIL 2 SHEET C,�. I
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SANITARY SEWER UTILITY - GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED
BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE
POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
4, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
II
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5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
11.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR
ACCOMPLISHED BY REPRESENTATIVE OF THE CITY OF RENTON.) IT
ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
.SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY
THE TRENCH. MATERIALS TO COMPLETE THE BACKFILL OF THE PIPE
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
SHALL BE THE SAME AS DESCRIBED.
CONSTRUCTION.
12.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
SHALL BE NEATLINE CUT WITH A SAW IN A CONTINUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON
CONSTRUCTION.
CURRENT STANDARDS.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES
13.
DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
14.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
WHENEVER CONSTRUCTION IS IN PROGRESS.
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-
OF CONSTRUCTION.
BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN
15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
A LICENSED PROFESSIONAL SURVEYOR.
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS
60
R �Ot, k 1,4j;
FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6"
NEW SSMH 2 (TYPE B_, 48 ")a ABOVE AND BELOW THE PIPE.
STA 3 +g6.00'7.5' LT _ - 1 16. SANITARY SEWER PIPE SHALL BE POLYVINYL
RIM EL. 421.00 CHLORIDE (PVC) RUBBER GASKETED ASTM D
INV EL. 413,50 3034, SDR 35, OR DUCTILE IRON CLASS 50.
(SEE DETAII;SHEET C 7 ) I
17. IN UNIMPROVED AREAS, MANHOLE TO
EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
5 —Z Z?00<
JAMES E. HAYNES, P.E.
37234 22nd Ave So
FEDERAL WAY, WA 98003
(206) 661 -6794
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,24"x 6" FRAME AND LIP
PER DRAWING BR29.
4" MIN. TO 12" MAX
T 42" MIN. TO 84" MAX.
12"
1 VARIABLE 2' TO 5'
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NOTES:
1. STEPS TO BE 3/4" O DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 DIT OR EQUAL. PER DWG. SR 29
4. MANHOLE SECTIONS ARE TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SGOULD BE ON DOWNSTREAM SIDE
6. ALL JOINTS SHALL BE GROUTED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL SE WHITE
j 1 SANITARY SHALLOW MANHOLE TYPE B
C6
NE SUI
420
.410
400
390
a
WWP— 27—
NOTE:
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
�— - MAX. PIPE SIZE -21"
/LADDER - STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR FILLET CONCRETE SHELF
° PRECAST BASE SECTION
OR CAST IN SHELF.
8" MIN.�iI - --I
6" MIN. CTYP) "I
SANITARY MANHOLE TYPICAL DETAIL
CG NO SCALE
INV EL "395.65' (W)
-- __ 395.75' (S)
GRADE( SS)
,_} PROPOSED GRADE
/
! I ( c SS)
+ t
SANITARY SEWER PROFILE
1 " =20' (HORZ)
SCALE:
1 ". =10' (VERT)
NOTE: Z
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT 0 _
PROPERTY LINE OR T- V LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER
IS LOWER.
PROPERTY LINE DO
- m
A
U m
6" BUILDING SEWER PIPE FUTURE Z m
_ BUILDING SEWER m
_ � _ 0
2" x 4" STUD SERVICE MARKER PAINT UPPER ftt
\ ? PORTION WHITE AND STENCIL ON SIDE 2
` TEE WITH 6" SIDE OUTLET _
WORDING' SEWER' WITH 3" HIGH BLACK LETTERS.
- • AND #6 WIRE WRAPPED AROUND THE STUD AND n
6" SIDE SEWER AND BUILDING SEWER u°-1 EXTENDED TO THE TOP OF THE STUD.
a O
O �
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 9
a IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS Z
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. y
- 60° ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Di PIPE AND Cl
FOR CAST IRON PIPE , PIPE SEWER MAINS ARE TO BE CORE DRILLED.
OR DUCTILE IRON PIPE /
CONC / V(
SLO CKINO /gyp+' i N EB�OpK�NG m
/
+ \ 2% MIN. SLOPE N
6SIDE OUTLET TEE HORIZONTAL _ m
T MIND SEWER MAIN -V
SEWER MAIN -V
- CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 _TYPICAL SIDE SEWER ELEVATION q
ELEVATION IV3
STANDARD SIDE SEWER INSTALLATION
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
RAISE -1/2"
WIDE BORDER
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4
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CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
LBY THE ENGINEER
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CASTING INLAND FDRY
OR EQUAL. PT. # 714
SEE DETAIL 5.1.4
' - - -�—
8"
i CONCRETE
I�CLASS 3000
JII
-I 25"
ADJUSTMENT (4" MIN.)
420
1 2" MAX
4
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CONE
21 "
m a
—1-p
rz 12"0 -
L
MORTAR JOINTS
FIBER JOINT
4" MIN
STEPS - 3/4" DEFORMED BAR
,PACKING
o
s
STEPS SHALL BE INCLUDED
T MIN
�.' -�
6'1/2"- _ CONCRETE RISER BY PIPE INC.,
,
OR APPROVED EQUAL.
48"
-/
�— - MAX. PIPE SIZE -21"
/LADDER - STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR FILLET CONCRETE SHELF
° PRECAST BASE SECTION
OR CAST IN SHELF.
8" MIN.�iI - --I
6" MIN. CTYP) "I
SANITARY MANHOLE TYPICAL DETAIL
CG NO SCALE
INV EL "395.65' (W)
-- __ 395.75' (S)
GRADE( SS)
,_} PROPOSED GRADE
/
! I ( c SS)
+ t
SANITARY SEWER PROFILE
1 " =20' (HORZ)
SCALE:
1 ". =10' (VERT)
NOTE: Z
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT 0 _
PROPERTY LINE OR T- V LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER
IS LOWER.
PROPERTY LINE DO
- m
A
U m
6" BUILDING SEWER PIPE FUTURE Z m
_ BUILDING SEWER m
_ � _ 0
2" x 4" STUD SERVICE MARKER PAINT UPPER ftt
\ ? PORTION WHITE AND STENCIL ON SIDE 2
` TEE WITH 6" SIDE OUTLET _
WORDING' SEWER' WITH 3" HIGH BLACK LETTERS.
- • AND #6 WIRE WRAPPED AROUND THE STUD AND n
6" SIDE SEWER AND BUILDING SEWER u°-1 EXTENDED TO THE TOP OF THE STUD.
a O
O �
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 9
a IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS Z
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. y
- 60° ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Di PIPE AND Cl
FOR CAST IRON PIPE , PIPE SEWER MAINS ARE TO BE CORE DRILLED.
OR DUCTILE IRON PIPE /
CONC / V(
SLO CKINO /gyp+' i N EB�OpK�NG m
/
+ \ 2% MIN. SLOPE N
6SIDE OUTLET TEE HORIZONTAL _ m
T MIND SEWER MAIN -V
SEWER MAIN -V
- CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 _TYPICAL SIDE SEWER ELEVATION q
ELEVATION IV3
STANDARD SIDE SEWER INSTALLATION
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
RAISE -1/2"
WIDE BORDER
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CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
LBY THE ENGINEER
I
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\
i CONCRETE
I�CLASS 3000
JII
r-
�
420
4- + 4 410
NEW L 421.00' 21, 48'9 _
—; RIM S H 2 ( TYPE B 400
INV EL 413.50'
390
8
n
45'(118) BEND
5— ZZ?002
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JAMES E. HAYNES, P.E.
i CONCRETE
I�CLASS 3000
JII
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45'(118) BEND
5— ZZ?002
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JAMES E. HAYNES, P.E.
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FEDERAL WAY, WA 98003
(206) 661 -6794
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°-� IN SAME MANNER AS
,MAIN SEWER JOINTS _
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4 6 INCH OR 8 INCH CLEAN - OUT
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5— ZZ?002
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JAMES E. HAYNES, P.E.
37234 22nd Ave So
:ss1uNA Yl
FEDERAL WAY, WA 98003
(206) 661 -6794
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NOTES:
1. SANITARY SEWER MANHOLES ARE
STATIONED AT CENTER OF STRUCTURE.
SANITARY SIDE SERVICES ARE STATIONED
TO THE CONNECTION POINT ON THE
PROPOSED MAIN.
i
I
I
EXST SSMH I I EXST SSMH
RIM EL. 401.33 RIM EL. 404.76
V INV EL. 395.78 INV EL. 395.98 0
i NEW SSMH 1 (SHALLOW -TYPE B_, 54 ") j I
STA 1 + 5T.5' LT .Q
INV EL. S9&.e&M8.55
(SEE DETAILISHEET C Z)
I 19 s� I 7501+ 6.0
p 1
OPEN CUT AS REQUIRED. ALL WORK TO _
CONFORM WITH CURRENT (4121195) CITY
OF RENTON TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS. PATCH P I I
PER DETAIL 2 SHEET C �. M
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SANITARY SEWER UTILITY - GENERAL NOTES 5
5- A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL 1
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE T
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY D
DEPTH OF S INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE P
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT O
ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
LATEST EDITION OF WSDOTIAPWA STANDARDS AND SPECIFICATIONS-
-SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY T
THE TRENCH. MATERIALS TO COMPLETE THE BACKFILL OF THE PIPE C
C
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE I
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL S
SHALL BE THE SAME AS DESCRIBED.
W m
LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE C
CONSTRUCTION. W
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING <
<' °
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 1
6- CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS T
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED w
w m
6222. ALL STREET C
i I I I 1
EXTEND MINIMUM 6 INCH AND MAXIMUM 18
N of to 10"E 3 a.94 \ _ INCH ABOVE FINISHED GRADE. IN PAVED' II
SS s' I 124Q ILA AREA COVER MUST SLOPE IN ALL x o
DIRECTIONS TO MATCH PAVING. �4
PIER
8 WTR \
q:•
Z/ INV 403,0
r J
MIN FF 409
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EX T HOUSE
(TA LOT ZCi7)
F --i
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_EX S C
I SS GONN
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(M ( INV 415;0
\
I (_ INV 41?A \
INV 409.0
� MIN FF 416 I
I 2
1 I
(
MIN FF 420
MIN FF 417
' 3
(I I( i EXST HOUSE I \
(TAX LOT 206) \
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AS BUILT
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Ago 9- DOW Pti� Q JAMES E. HAYNES, P.E.
~ � 37234 22nd Ave So
FEDERAL WAY, WA 98003
acPiRES: o (206) 661 -6794
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24" x 6" FRAME AND LIP
'PER DRAWING BR29.
4" MIN. TO 12" MAX
,v s
2dt�.e
42" MIN. TO 84" MAX.
12"
1 VARIABLE 2' TO 5'
14^ 54-"
r�
NOTES
1. - STEPS TO BE 314"0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL
- 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 DIT OR EQUAL. PER DWG. BR 29
- - 4. MANHOLE SECTIONS ARE TO BE OF REINFORCED PRECAST. CONCRETE
5. 'OPENING SGOULD. BE ON DOWNSTREAM SIDE
6. ALL JOINTS SHALL .BEGROUTED
7.. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE - - -
SANITARY SHALLOW MANHOLE TYPE B
CED
NE SUNSET BLVD
420
A-10 r
- V I
400 +
MORTAR FIL'
6"
NOTE:
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
CASTING INLAND FDRY
OR EQUAL PT. # 714
SEE DETAIL 5.1A
ADJUSTMENT (4" MIN.)
CONE
MORTAR JOINTS
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
Mi,X. PIPE SIZE - 21"
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTE
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT
' PROPERTY LINE OR 3'- 5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER
IS LOWER.
PROPERTY LINE 71
m
T m
FUTURE z m
6" BUILDING SEWER PIPE BUILDING SEWER 0
I(- - - - - -- - — m
\ul �2" x 4" STUD SERVICE MARKER PAINT UPPER n
` TEE WITH 6" SIDE OUTLET Z PORTION WHITE AND STENCIL ON SIDE
-� WORDING' SEWER' WITH 3" HIGH BLACK LETTERS.
- - AND #6 WIRE WRAPPED AROUND THE STUD AND (7
6" SIDE SEWER AND BUILDING SEWER a ( EXTENDED TO THE TOP OF THE STUD.
w UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST Z
a IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. .--I
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
60P ALLOWABLE MAX. _ PIPE SEWER MAINS ARE TO BE CORE DRILLED.
FOR CAST IRON PIPE '
OR DUCTILE IRON PIPE /
u
CONCRETE / / v4�1V40 m
E c
BLOCKING
AN 0 N
N' / NC,FL
GO 7 G 291 MIN, 5LOPE D-I
esmEottrt.EiTEE HORIZONTAL - D
v
g � SEWER MAIN SEWER MAIN
- � qqq q
- CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION -
ELEVATI�1 -
.STANDARD SIDE SEWER INSTALLATION -
SANITARY MANHOLE TYPICAL DETAIL
1 2. C6 NO SCALE 3/4' SQUARES SPACED - 314"
AS INDICATED - HT. 1 /8" 0 (7 `
OG �irr
❑ I� D 0 -I-
0
\ o
RAISE -
II I"
-WIDE BORDER
I /2 "z r Y
1-I /4'
Vie, i.,
Fi
T
D�
7-N4'
s'
15
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
EXST GRADE ( SS)
PROPOSED GRADE'
(� SS) _
7 +
2qs
IF SS6.27 "A
39.0 -f NEW SSMH 1 (SHALLOW -TYPE B, 54 ") + t
RIM EL404-50' 404.50 S
o INV EL 395 356.35 *) SANITARY SEWER PROFILE
-- _
-"6964ft 338.45 -
1" = 20' (HORZ)
SCALE:
1 ".= 10' (VERT)
420
410
p
12"
FIBI
PA(
45° (1/8) BEND
4 6 INCH OR 8 INCH CLEAN - OUT
CG
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37234 22nd Ave So
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JAMES E. HAYNES, P.E.
37234 22nd Ave So
Oslo t`N / FEDERAL WAY, WA 98003
(206) 661 -6794
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-F t 390 -
JAMES E. HAYNES, P.E.
37234 22nd Ave So
Oslo t`N / FEDERAL WAY, WA 98003
(206) 661 -6794
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