HomeMy WebLinkAboutS-4330060
C
DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
SE 1/4 SECTION 39 TOWNSHIP 23 N, RANGE 5 E, W.M.
SOLERRA
DocuSign Envelope ID: 345B681D-914F-4F2D-AB59-7C192D3B78A3 DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878
N'
5' 1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST STEP SHALL BE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER GASKETED JOINTS SEE NOTE 5
IF REQUIRED, LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED ROCK OR ADDITIONAL
MATERIAL SUITABLE TO
SUPPORT STRUCTURE
'A'
'B'
'C'
'D'
'E'
48 MH
48
6" MIN.
5"MIN
24" MIN.
21" I D
54 MH
54
8" MIN
15 5" MIN
24" MIN
24" 1 D
60" MH
60"
1 8" MIN
1 6" MIN
42" MIN
30" 1 D
NOTES.
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED.
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER
STD. PLAN - 4W.1
PUBLIC WORKS wsfFwg..d by,
19DEPARTMENT STANDARD SANITARY MANHOLE Martin Pastuct W26/202
'""'F,449D DATE
DocuSign Envelope ID: 345B681D-914F-4F2D-AB59-7C192D3B78A3
L5UL I NULL) - '5 rLU-1
DIA B. C. (SEE DETAIL)
EQUALLY SPACED 120-
APART ON 23 1/16'
PLAN VIEW
25' DIA.
2 11/16, 1635mm]
C68mm] 1"
[25mm]
SECTION VIEW
(3) BLT SOC,(ALLEN HEAD)
5/8"-11 X 2,0 SS
PART # 00981206DOM
11/16'
C17mm]
1
1 3/16'
[30mm]
3/4'
C19mm]
a
11/16' J
C17mm]
BOLTING DETAIL
5/8" EDN LOCK®POCKETS
EQUALLY SPACED 120° APART
[131
ON A 23-1/16' DIA, B,C,
1 1/16'
25 1/4' DIA. C27mm]
C641mm]
6'
NOTES:
C15' mm]
1. ALL FRAME AND COVERS ASSEMBLIES SHALL
HAVE A LOCKING LID PER EAST JORDAN IRON
23 3/8' DIA.
L594mm]
WORKS INC. PRODUCT No. 00370076 OR EQUAL.
2. USE FRAME AND COVER FOR SANITARY SEWER
27 9/16' DIA.
(SPECIFY "SEWER").
C700mm]
SECTION VIEW
STD. PLAN - 401.2
PUBLIC WORKS SEWER MANHOLE FRAME AND COVER
DEPARTMENT (PRIVATE -OWNED) Martin PastuchaP/26/20
veY rYA� �f&J49D... DATE
4
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
03/Q25
1 12.
1 12:
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120°
APART ON 23 1/16' (586mm)
DIA B.C, (SEE DETAIL)
RENTON
SEWER
lMO�
COVER & FRAME
PLAN VIEW
25' DIA.
C635mm71'
3/4" E25mm]
C19mmI
Kzzli
7TI
8 3/4' 2 1/2'
- -� 1222mm] [64mm]
TYP
COVER SECTION VIEW
26 112' DIA
C673mm]
25 1/4' DIA
[641mm] 1 1/16"
1/4' (6mm) DIA 127mm]
NEUPRENE GASKET
6'
1 C152mm]
5/8, 23 3/8' DIA CL OPEN
716mm] C594mm]
27 5/16' DIA
C694mm]
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC.(ALLEN HEAD)
5/8"-11 X 15 SS
RUBBER WASHER
BOLTING DETAIL
1/4' 1 1/16"
C3mm]
[R3mm]
GASKET GROOVE DETAIL
C867mm] NOTES:
FRAME SECTION VIEW 1. ALL FRAME AND COVER ASSEMBLIES SHALL HAVE
A LOCKING LID PER EAST JORDAN IRON WORKS
INC. PRODUCT No. 00371572 OR EQUAL.
2. USE FRAME AND COVER FOR SANITARY (SPECIFY
'SEWER").
AV%kSTD. PLAN - 401.1
PUBLIC WORKS SEWER MANHOLE FRAME AND COVER 9E i. l9^. Y:
DEPARTMENT (CITY -OWNED) Martin Pastuc26/202
A�JJF„PW[3449D... DATE
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
rW (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ------
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
O.D.
of
PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 40S
• PUBLIC WORKS PIPE BEDDING APP
DEPARTMENT FOR SANITARY SEWERS Martin Pastucha/26/202
F988149D DATE
D.R. STRONG 1
CONSUL TING ENGINEERS 2
ENGINEERS PLANNERS SURVEYORS
620 - Rh AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
N0.
CITY COMMENTS (0&11
CITY COMMENTS (06.21,
REVISION
1 12:'
1 12
za
S+
5
2", 4% 6", 12% OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
\40
E�
a6 s
Y' C d
#3 BAR EACH CORNER
SFFry2,
�OrF�
#3 BAR EACH SIDE },): �✓
)1
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
#3 BAR EACH
CORNER 18" MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
® PUBLIC WORKS
DEPARTMENT
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12"
ALL METAL PIPE
15"
CPSSP`,
STD. SPEC. 9-05.20
12"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15
` CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1H:24V OR STEEPER.
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION,
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 200.00
APPR ED:
CATCH BASIN TYPE 1 GAZ 9/28/2018 1
aam�m:W.a�o, DATE
-r----------t
EX. SEWER MAIN I 1 I I '
1 I I I
PROPERTY LINE
F
9 117AS NEEDED) ii-1 3'-0" MINOWER STUBFUTURE 4" SIDE SEWER
/2"x 4" STUD MARKING POST PAINTED
6" CAPJJJ WHITE WITH THE WORD "SEWER" STENCILED
EE % 6" TEE i i i 1 IN 3" HIGH BLACK LETTERS AND N6 WIRE
SIDEWALK i WRAPPED AROUND THE STUD AND
I I I l i EXTENDED TO THE TOP OF THE STUD
COUPLING TYP I I I I >
( ) L_J_L___-___-_J <
tag 13
6"X6"%6" SURFACE CLEANOUT NTH CAST IRON RING AND COVER
o (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL. SPECIFY "SEWER" ON LID),
o CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
I CONCRETE PAD TO BE B" IN DEPTH
___ 1 1
-__-____________________r_ C7_________
T
BEND AS
REQUIRED
EXISTING SANITARY
SEWER MAIN SLOPE
✓` `6" SEWER STUB \-6"X6"X6" WYE `FUTURE 6"x 4" REDUCER
\` SEWER MAIN SIZE % 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES•
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWSE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB STD. PLAN -406.1
• PUBLIC WORKS APP by' -
DEPARTMENT INSTALLATION Martin Pastuch@V26/202
(SEWER MAIN TO PROPERTY LINE) u+FD98 9D DATE
BD 04.02.251 YLP SURVEYED:
BD 07.03.25 YLP DESIGNED:
BD
DRAWN:
PHB
CHECKED:
YLP
BY DATE APPR APPROVED:
YLP
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
1 12:
SANITARY SEWER NOTES AND SPECIFICATIONS.
1.
ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
N
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS
Ln
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND
co
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
Lid
STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON
o
SITE AT ALL TIMES DURING CONSTRUCTION.
C)
2.
THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY
N
SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL
U
PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF
WA Y.
J.
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.
4.
A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION. ( INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
SI TE.
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
9.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING
OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A
LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY
TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY" THESE COMPACTED
LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
OTHERWISE APPROVED BY
12.
DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988
C17
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/
:45 AI
1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
o
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
o
o
13.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION
0
AFTER THE COMPLETION OF CONSTRUCTION.
14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
N
FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY
rY
OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT/ APW4 STANDARDS AND SPECIFICATIONS, AS APPROVED AND
MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS.
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 INCHES ABOVE AND BELOW THE PIPE.
15.
SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE ( PVC) RUBBER GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16.
IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING
POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PA VING.
C TY OF
RENTON
Planning/Building/Public Works Dept.
S-433006
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
Q
yqi 08/07/2025
ILL.
EWASTEWATER UTILITY ? �' LU
ell 08/05/2025 0arn
DATE: V )
SOLERRA os.� s.2o24
SANITARY SEWER & STORM DRAINAGE OOK:
PAGE:
NOTES & DETAILS PAGE:
DRAWING N0:
10823, 10815, 10824 145TH PL SE C 1 1
RENTON, WASHINGTON 98059 SHEEf:1 OF:
DRS PROJECT NO. 23033