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M r6" MIN.
M 6' MIN.
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TYPICAL � -2" MIN.
3 = MANH` 6" MIN. ONE CENG7H OF DUCTILE IRON
TEE PIPE CLASS 50) TO SOLID
112 PLUG AS DAM BEARING WHEN SPAN
IS MORE THAN 4.
FLEXIBLE JOINT
BACKFlLL N7H
COMPACTED MATERIAL
AS DIRECTED BY
6" MIN. ENGINEER.
z
0
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U
CONCRETE CLASS C POURED IN PLACE
TYPICAL MANHOLE
FOUNDATION
CONSTRUCTION
CONCRETE ENCASED
DROP CONNEC TION
NOT TO SCALE
3 4" SQUARES SPACED - _J14-
AS INDICATED - HT. 1 8
11 ...
RAISE -112" /
WIDE BORDER
1_1/4
CAST IRO
PIPE MA 7ERII
BY THE ENGI,
SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., R
SANITARY SEWER CLEANOUT DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME., BW18B
SP PAGE., B076
nv.c
SANITARY SEWER MANHOLES SHALL HAVE
ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COALED (SEALED) WITH A HIGH SOLIDS URETHANE
COATING; WASSER MC- CONSEAL OR APPROVED
EQUAL. COLOR OF COATING SHALL BE WH17E.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME., BR28
SP PAGE. B071
W SEE NO 7E 4
p 6 go W SEE NOTE 4 LIMITS OF PIPE ZONE I LIMITS OF PIPE ZONE
H 90 BACKFlLL MATERIAL
- I Z SEE 7v07F 5 1'
6"
CONCRETE CLASS C BEDDING MA7ERIAL
(SEE NOTE 8 C FOR FLEXIBLE PIPE
a a FOUNDATION LEVEL (SEE NO 7E_ 7) B
a a• FOUNDATION LEVEL
x x B A
(CLASS A DES /GIN /�A
U J to U U
z 3 a N y w SEE NO IF 4 (CLASS F DESIGN)
0 2, I LIMITS OF PIPE ZONE BEDDING FOR FLEXIBLE PIPE
a •• = 6
6 c
cS BACKFlLL MATERIAL
00 w
w w w
w (SEE NOTE 5)
BEDDING MATERIAL
d F
FOR RIGID PIPE C
C N
NOTES:
Ln Q
Q (
(SEE N07£ 6) 1
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
C H
H 1
FOUNDATION LEVEL T
T 2
2. HAND TAMP UNDER HAUNCHES
J- H
HAND TAMP ONLY.
\ (
(CLASS S. C. D. DES /GIN.? 4
4. SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
BEDDING FOR RIGID PIPE O
OF THE STANDARD SPECIFICTAAONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
w T
} B
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 I.D. + 18"
a m
m B
BEDDING CLASS DESIGN 5
5. TRENCH BACKFlLL SHALL CONFORM TO ' BACKFILLING SEWER TRENCHES" IN 714E
DIMENSION C
CLASS A C
CLASS B C
CLASS C C
CLASS D C
CLASS F S
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT 77-IAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAM£7ER SHALL NOT BE USED IN 7Hi
4" MIN. B
BACKFlLL MATERIAL.
A 1
114 I.D. Z
ZERO 6
6. SEE 'BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
12" MAX. S
STANDARD SPECIFICATIONS FOR 774E MATERIAL SPECIFICATIONS
B 1
114 a0. 1
112 aD. 1
1/B aD. Z
ZERO a
aD. 7
7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOP 774E !MATERIAL SPECIRCARONS.
C J
J14 oa. 1
112 o.D. 1
119 as O
O.D. -
- 8
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
O
cn
0f
Z
. = 7 -.Ap/eg
PIPE BEDDING FOR SANITARY SEWERS
NOT TO SCALE CITY OF RENTON DWG. NAME.. BW18C
SP PAGE: B077
-1 �-112" WEB 8 PL.
no
., W.M.
SAND
8' OR 10" PVC
20' STEEL CASING
NO7E THE CASING PIPE SHALL BE SM007H STEEL, BARE
PIPE; 0.375 INCH MINIMUM WALL THICKNESS, AND COMPLY
WITH AS774 A139, GRADE C, WITH A MINIMUM STEEL YIELD
OF 36,000 PST. TO SUPPORT THE PIPE INSIDE THE CASING
PIPE SLIDES OR 4x4' TREATED AMBERS WITH STAINLESS
STEEL STRAPS SHALL BE USED TO MAINTAIN VER77CAL AND
HORIZONTAL ALIGNMENT. AFTER INSTALLAAAN OF THE PIPE
IN 7HE CASING IS COMPLETE; SAND SHALL BE BLOWN IN70
CASING AND THE ENDS OF THE CASING SHALL BE GROUTED.
PIPE CASING DETAIL
NOT TO SCALE
24"x 6" FRAME AND UP
PER DRAWING BR29.
4' MIN. TO NOTES
- 12" MAX. /. STEPS TO BE 314" 8 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
_ k 2. STEPS ARE TO BE IN PLACE BEF1IRE MANHOLE SECTIONS
ARE INSTALLED.
Tn 3 CASTING TO BE PER DRAWING BR29.
p 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
12" a 5. OPENING SHOULD BE ON DOWNS7REAM SIDE.
6. ALL JONTS SHALL BE C4?OU7ED.
2' 7. SANITARY SEWER MANHOC£S SHALL HAVE ALL INTERIOR
Q SURFACES, INCLUDING CHANNELING, COATED (SEALED)
.'
W771 A HIGH SOLIDS URETHANE COATING,•
4' 1$ 54' v WASSER MC- CONSEAL OR APPROVED EQUAL;
_ COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
•- ° 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE
DIAMETER OF 714E LARGEST PIPE.
.- 6' 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
SANITARY 54" MANHOLE FLATTOP TYPICAL DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME • BR37
SP PAGE. B072
1 2 "x3 "x38"
NON -SKID PATTERN
CASTJN7EGRAL ON TOP 26-J18"
25-114"
o rL'
r3/4" 6" BUILDING SEWER I
-
1
'I r 23_1 4" `TEE WITH 6" SIDE OURET
33 -1 4"
WTARY SFNER NOTES AND SP£Cli7CATTONS:
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W17H THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST E0I770N OF
THE WSDOT/APWA STANDARDS AND SPECIRCA77ONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE UM17ED TO
8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS 0774ERWISE APPROVED IN
WRI77NG BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL S7REET
CLOSURE$ PARTIAL OR FULL, SHALL BE APPROVED BY THE
7RANSPORTA7701V DIVISION 24 HOURS IN ADVANCE. THE POUCE
DEPAR7MENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS
IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE Wl774 THE STANDARD
SPECIRCA77ONS FOR MUNICIPAL PUBLIC WORKS CONS7RUC770N" PREPARED
BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS AS5ogA770N,
LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS
4. ALL LOCATIONS OF EXISTING U71U77ES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
5. A PRECONS7RUC77ON CONFERENCE AND A 24 -HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
TO STAR77NG CONSTRUCTION. (INSPEC77ON WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO N077FY THE CITY INSPECTOR 24 HOURS
IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CO1VS7RUC710N AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE 7HE RESPONSIBILITY OF 714E CON7RACTOR TO OBTAIN STREET
USE AND ANY 077-IER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY 7HE GTY OF RENTON, DEVELOPMENT SERVICES
DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS
9. A COPY OF THESE APPROVED PLANS MUST BE ON 774E JOB S17E WHENEVER
CONSTRUCTION IS IN PROGRESS
f0. 714E CON7RACTOR 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.
it. BACKFlLL SHALL BE PLACED EQUALLY DN B0774 SIDES OF THE PIPE IN
LAYERS W17H A LOOSE AVERAGE DEP7H OF 6 INCHES, MAXIMUM DEPTH 'a 8
INCHES, 7HOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM
DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
O1AA4E7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
M:47ERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED. CUTS INTO 774E EXISANG ASPHALT SHALL BE NEAMINE CUT
WI774 SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
PLAr,'ED IMMEDIATELY AFTER BACKFLL AND COMPACTION. A PERMANENT
HO! MIX PATCH SHALL BE PLACED WI774IN 10 DAYS AND SHALL BE PER
CITY OF RENTON CURRENT STANDARDS
13 DA r,%4 SHALL BE CITY OF RENTON, NAD 1983/1991 & NA 1988.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED TO THE SATISFACTION OF THE DEPAR77WENT FOR THE
PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
CONS7RUC770N.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED
FOUNDATION IN ACCORDANCE WIN SECTION 7- 02.3(1) OF 7HE CURRENT
STA7E OF WASHINGTON STANDARD SPECIFTCAAONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF 7HE OF THE FOUNDATION MATERIAL AS
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA7ERIAL 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.
16. SANITARY SEWER PR'E SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKE7ED A57M D 3034, SOR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, ADD 1 FOOT CONCRETE PAD AROUND RING
COVER MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 78 INCHES
ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
_ PROPERTY LINE _
3' MIN. 6'
FUTURE
I - J BUILDING SEWER
TRH
ASSOCIATES
11814 115th Ave. NE
IOrNand• WA 98034$923
425.821.8448
425.821 -33181 fax
800.488.0756 toll free
w Ariadassoa.
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GERALD F. BUCK AICP
PROJECT MANAGER
W ANS STENCIL ON SIDE WORDING NICK A YkVGR, PLR
a PROJECT SURVEYOR
1" SEAT
SECT /ON A -A o SEWER' W17H 3" HIGH BLACK
FRAME (MON- LOCKING) COVER (NON-LO CK /NGl LETTERS AND 16 WIRE WRAPPED RERECCA S. CUSHMAN PE
B" SIDE SEWER AND BU /LD /NS, SEWER AROUND THE STUD AND EXTENDED PROJECT ENGINEER
FOR 5/8 " -11 N. C. x 1 -1/4" 5/8" .3 /B" r 3/8 TO THE TOP OF THE STUD.
S.S. SOC. HD, CAP SCREW 3 REO D. ,EFTERY L COX APF.
( ) L �L UNLESS OTn'ERinSE APPROVED BY THE CITY, MAKE TA.° IH, °.OUGu recT PRAI¢CT [ANRS('.IPR IR(•RPI'F.LT
TYPICAL NON -SKID r - IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS FIRST SUBMITTAL DATE: 4�14�04
-- PATTERN f - I -� WHEN CONNECTING NEW SIDE SEWERS TO EXISANG MAIN.
I- -I I -2 -1/2 �2'" R INFORCED CONCRETE Df PIPE AND CT SCALE: HM: NIA
P�1.:N /A
FRAME (LOCK /N
� // VITRIFIED CLAY, PLAIN AND E ,
o B 25" PIPE SEWER MAINS ARE TO BE CORE DRILLED
SECTION B -B
A 60" ALLOWABLE MAX. i .O.t00I SEWER SHALL AH W ON PLAN, CSI ER h
2" RAISED LETTERS AS 5 FOR CAST IRON PIPE
REQ D. SEE N07E N0.3 BELOW 1:3 5 MIX / i OR DUCTILE IRON PIPE. � IS AT PROPERTY LINE OR 3 -5' LOWER THAN
TE
UNDERSIDE SHOWN FOR CLARITY BLOCKING �'P�i 25 ��.� 81'0 THE LOWEST HOUSE ELEVATION, WHICHEVER �1 ` S
3/4" CORE (TYP.) ON 23" B.C. �M1N Op. f lS LOWER. (',?+ CG•
1 -1/2" CORE(TYP.) (LOCKING) - _ RIZ Z% MAN SLOPE ��w OF W AsH y$
HORIZONTAL W
NOTES: 6" MIN.r 6" SIDE OU7LET TEE
Gl COVER 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. I SEWER MAIN SEWER MAIN z
2 FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. •o� `r
J. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
SANITARY (SPECIFY 'SEWER'), OR WATER (SPECIFY "WATER'). OF TEE AT MAIN OVER 25 ELEVATION ��y �10Y'�1 AL
MANHOLE FRAME AND COVER DETAIL STANDARD SIDE SEWER INSTALLATION DETAIL s E
NOT TO SCALE CITY OF RENTON DWG. NAME • BR29 NOT TO SCALE CITY OF RENTON DWG. NAME .• BR39 Ex?_s + +i•sios
SP PAGE, B074 SP PAGE. 8078 -- -- _ " " -- _
i � �� Checked for C pliance to City Standards
STAMP NOT VALID
UNLESS SIGNED AND DATED
o Jos NO. 01-159
9;5 1� K
O �■
SHUT NO.
®2004 TRIAD ASSOCIATES
3 p OF 33
OCT 0 M- �47tD Ut,i 1 U O -ZA V
SANITARY 54" MANHOLE FLATTOP TYPICAL DETAIL
NOT TO SCALE CITY OF RENTON DWG. NAME • BR37
SP PAGE. B072
1 2 "x3 "x38"
NON -SKID PATTERN
CASTJN7EGRAL ON TOP 26-J18"
25-114"
o rL'
r3/4" 6" BUILDING SEWER I
-
1
'I r 23_1 4" `TEE WITH 6" SIDE OURET
33 -1 4"
WTARY SFNER NOTES AND SP£Cli7CATTONS:
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W17H THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST E0I770N OF
THE WSDOT/APWA STANDARDS AND SPECIRCA77ONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE UM17ED TO
8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS 0774ERWISE APPROVED IN
WRI77NG BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL S7REET
CLOSURE$ PARTIAL OR FULL, SHALL BE APPROVED BY THE
7RANSPORTA7701V DIVISION 24 HOURS IN ADVANCE. THE POUCE
DEPAR7MENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS
IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE Wl774 THE STANDARD
SPECIRCA77ONS FOR MUNICIPAL PUBLIC WORKS CONS7RUC770N" PREPARED
BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS AS5ogA770N,
LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS
4. ALL LOCATIONS OF EXISTING U71U77ES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
5. A PRECONS7RUC77ON CONFERENCE AND A 24 -HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR
TO STAR77NG CONSTRUCTION. (INSPEC77ON WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO N077FY THE CITY INSPECTOR 24 HOURS
IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CO1VS7RUC710N AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE 7HE RESPONSIBILITY OF 714E CON7RACTOR TO OBTAIN STREET
USE AND ANY 077-IER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY 7HE GTY OF RENTON, DEVELOPMENT SERVICES
DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS
9. A COPY OF THESE APPROVED PLANS MUST BE ON 774E JOB S17E WHENEVER
CONSTRUCTION IS IN PROGRESS
f0. 714E CON7RACTOR 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.
it. BACKFlLL SHALL BE PLACED EQUALLY DN B0774 SIDES OF THE PIPE IN
LAYERS W17H A LOOSE AVERAGE DEP7H OF 6 INCHES, MAXIMUM DEPTH 'a 8
INCHES, 7HOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM
DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
O1AA4E7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
M:47ERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
COMPACTED. CUTS INTO 774E EXISANG ASPHALT SHALL BE NEAMINE CUT
WI774 SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
PLAr,'ED IMMEDIATELY AFTER BACKFLL AND COMPACTION. A PERMANENT
HO! MIX PATCH SHALL BE PLACED WI774IN 10 DAYS AND SHALL BE PER
CITY OF RENTON CURRENT STANDARDS
13 DA r,%4 SHALL BE CITY OF RENTON, NAD 1983/1991 & NA 1988.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
STABILIZED TO THE SATISFACTION OF THE DEPAR77WENT FOR THE
PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
CONS7RUC770N.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED
FOUNDATION IN ACCORDANCE WIN SECTION 7- 02.3(1) OF 7HE CURRENT
STA7E OF WASHINGTON STANDARD SPECIFTCAAONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF 7HE OF THE FOUNDATION MATERIAL AS
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA7ERIAL 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.
16. SANITARY SEWER PR'E SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKE7ED A57M D 3034, SOR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, ADD 1 FOOT CONCRETE PAD AROUND RING
COVER MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 78 INCHES
ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
_ PROPERTY LINE _
3' MIN. 6'
FUTURE
I - J BUILDING SEWER
TRH
ASSOCIATES
11814 115th Ave. NE
IOrNand• WA 98034$923
425.821.8448
425.821 -33181 fax
800.488.0756 toll free
w Ariadassoa.
5.
2
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4j Z
y
2 3
i
1t
v,
Q
0
cc
W
Lu
co
[A
3
'S
V
cc
Z
W
2 LL
0
b N U
U
y
� o a
a a
v
C;
GERALD F. BUCK AICP
PROJECT MANAGER
W ANS STENCIL ON SIDE WORDING NICK A YkVGR, PLR
a PROJECT SURVEYOR
1" SEAT
SECT /ON A -A o SEWER' W17H 3" HIGH BLACK
FRAME (MON- LOCKING) COVER (NON-LO CK /NGl LETTERS AND 16 WIRE WRAPPED RERECCA S. CUSHMAN PE
B" SIDE SEWER AND BU /LD /NS, SEWER AROUND THE STUD AND EXTENDED PROJECT ENGINEER
FOR 5/8 " -11 N. C. x 1 -1/4" 5/8" .3 /B" r 3/8 TO THE TOP OF THE STUD.
S.S. SOC. HD, CAP SCREW 3 REO D. ,EFTERY L COX APF.
( ) L �L UNLESS OTn'ERinSE APPROVED BY THE CITY, MAKE TA.° IH, °.OUGu recT PRAI¢CT [ANRS('.IPR IR(•RPI'F.LT
TYPICAL NON -SKID r - IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS FIRST SUBMITTAL DATE: 4�14�04
-- PATTERN f - I -� WHEN CONNECTING NEW SIDE SEWERS TO EXISANG MAIN.
I- -I I -2 -1/2 �2'" R INFORCED CONCRETE Df PIPE AND CT SCALE: HM: NIA
P�1.:N /A
FRAME (LOCK /N
� // VITRIFIED CLAY, PLAIN AND E ,
o B 25" PIPE SEWER MAINS ARE TO BE CORE DRILLED
SECTION B -B
A 60" ALLOWABLE MAX. i .O.t00I SEWER SHALL AH W ON PLAN, CSI ER h
2" RAISED LETTERS AS 5 FOR CAST IRON PIPE
REQ D. SEE N07E N0.3 BELOW 1:3 5 MIX / i OR DUCTILE IRON PIPE. � IS AT PROPERTY LINE OR 3 -5' LOWER THAN
TE
UNDERSIDE SHOWN FOR CLARITY BLOCKING �'P�i 25 ��.� 81'0 THE LOWEST HOUSE ELEVATION, WHICHEVER �1 ` S
3/4" CORE (TYP.) ON 23" B.C. �M1N Op. f lS LOWER. (',?+ CG•
1 -1/2" CORE(TYP.) (LOCKING) - _ RIZ Z% MAN SLOPE ��w OF W AsH y$
HORIZONTAL W
NOTES: 6" MIN.r 6" SIDE OU7LET TEE
Gl COVER 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. I SEWER MAIN SEWER MAIN z
2 FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. •o� `r
J. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
SANITARY (SPECIFY 'SEWER'), OR WATER (SPECIFY "WATER'). OF TEE AT MAIN OVER 25 ELEVATION ��y �10Y'�1 AL
MANHOLE FRAME AND COVER DETAIL STANDARD SIDE SEWER INSTALLATION DETAIL s E
NOT TO SCALE CITY OF RENTON DWG. NAME • BR29 NOT TO SCALE CITY OF RENTON DWG. NAME .• BR39 Ex?_s + +i•sios
SP PAGE, B074 SP PAGE. 8078 -- -- _ " " -- _
i � �� Checked for C pliance to City Standards
STAMP NOT VALID
UNLESS SIGNED AND DATED
o Jos NO. 01-159
9;5 1� K
O �■
SHUT NO.
®2004 TRIAD ASSOCIATES
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GERALD F. BUCK AICP
PROJECT MANAGER
W ANS STENCIL ON SIDE WORDING NICK A YkVGR, PLR
a PROJECT SURVEYOR
1" SEAT
SECT /ON A -A o SEWER' W17H 3" HIGH BLACK
FRAME (MON- LOCKING) COVER (NON-LO CK /NGl LETTERS AND 16 WIRE WRAPPED RERECCA S. CUSHMAN PE
B" SIDE SEWER AND BU /LD /NS, SEWER AROUND THE STUD AND EXTENDED PROJECT ENGINEER
FOR 5/8 " -11 N. C. x 1 -1/4" 5/8" .3 /B" r 3/8 TO THE TOP OF THE STUD.
S.S. SOC. HD, CAP SCREW 3 REO D. ,EFTERY L COX APF.
( ) L �L UNLESS OTn'ERinSE APPROVED BY THE CITY, MAKE TA.° IH, °.OUGu recT PRAI¢CT [ANRS('.IPR IR(•RPI'F.LT
TYPICAL NON -SKID r - IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS FIRST SUBMITTAL DATE: 4�14�04
-- PATTERN f - I -� WHEN CONNECTING NEW SIDE SEWERS TO EXISANG MAIN.
I- -I I -2 -1/2 �2'" R INFORCED CONCRETE Df PIPE AND CT SCALE: HM: NIA
P�1.:N /A
FRAME (LOCK /N
� // VITRIFIED CLAY, PLAIN AND E ,
o B 25" PIPE SEWER MAINS ARE TO BE CORE DRILLED
SECTION B -B
A 60" ALLOWABLE MAX. i .O.t00I SEWER SHALL AH W ON PLAN, CSI ER h
2" RAISED LETTERS AS 5 FOR CAST IRON PIPE
REQ D. SEE N07E N0.3 BELOW 1:3 5 MIX / i OR DUCTILE IRON PIPE. � IS AT PROPERTY LINE OR 3 -5' LOWER THAN
TE
UNDERSIDE SHOWN FOR CLARITY BLOCKING �'P�i 25 ��.� 81'0 THE LOWEST HOUSE ELEVATION, WHICHEVER �1 ` S
3/4" CORE (TYP.) ON 23" B.C. �M1N Op. f lS LOWER. (',?+ CG•
1 -1/2" CORE(TYP.) (LOCKING) - _ RIZ Z% MAN SLOPE ��w OF W AsH y$
HORIZONTAL W
NOTES: 6" MIN.r 6" SIDE OU7LET TEE
Gl COVER 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. I SEWER MAIN SEWER MAIN z
2 FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. •o� `r
J. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
SANITARY (SPECIFY 'SEWER'), OR WATER (SPECIFY "WATER'). OF TEE AT MAIN OVER 25 ELEVATION ��y �10Y'�1 AL
MANHOLE FRAME AND COVER DETAIL STANDARD SIDE SEWER INSTALLATION DETAIL s E
NOT TO SCALE CITY OF RENTON DWG. NAME • BR29 NOT TO SCALE CITY OF RENTON DWG. NAME .• BR39 Ex?_s + +i•sios
SP PAGE, B074 SP PAGE. 8078 -- -- _ " " -- _
i � �� Checked for C pliance to City Standards
STAMP NOT VALID
UNLESS SIGNED AND DATED
o Jos NO. 01-159
9;5 1� K
O �■
SHUT NO.
®2004 TRIAD ASSOCIATES
3 p OF 33
OCT 0 M- �47tD Ut,i 1 U O -ZA V
y
� o a
a a
v
C;
GERALD F. BUCK AICP
PROJECT MANAGER
W ANS STENCIL ON SIDE WORDING NICK A YkVGR, PLR
a PROJECT SURVEYOR
1" SEAT
SECT /ON A -A o SEWER' W17H 3" HIGH BLACK
FRAME (MON- LOCKING) COVER (NON-LO CK /NGl LETTERS AND 16 WIRE WRAPPED RERECCA S. CUSHMAN PE
B" SIDE SEWER AND BU /LD /NS, SEWER AROUND THE STUD AND EXTENDED PROJECT ENGINEER
FOR 5/8 " -11 N. C. x 1 -1/4" 5/8" .3 /B" r 3/8 TO THE TOP OF THE STUD.
S.S. SOC. HD, CAP SCREW 3 REO D. ,EFTERY L COX APF.
( ) L �L UNLESS OTn'ERinSE APPROVED BY THE CITY, MAKE TA.° IH, °.OUGu recT PRAI¢CT [ANRS('.IPR IR(•RPI'F.LT
TYPICAL NON -SKID r - IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS FIRST SUBMITTAL DATE: 4�14�04
-- PATTERN f - I -� WHEN CONNECTING NEW SIDE SEWERS TO EXISANG MAIN.
I- -I I -2 -1/2 �2'" R INFORCED CONCRETE Df PIPE AND CT SCALE: HM: NIA
P�1.:N /A
FRAME (LOCK /N
� // VITRIFIED CLAY, PLAIN AND E ,
o B 25" PIPE SEWER MAINS ARE TO BE CORE DRILLED
SECTION B -B
A 60" ALLOWABLE MAX. i .O.t00I SEWER SHALL AH W ON PLAN, CSI ER h
2" RAISED LETTERS AS 5 FOR CAST IRON PIPE
REQ D. SEE N07E N0.3 BELOW 1:3 5 MIX / i OR DUCTILE IRON PIPE. � IS AT PROPERTY LINE OR 3 -5' LOWER THAN
TE
UNDERSIDE SHOWN FOR CLARITY BLOCKING �'P�i 25 ��.� 81'0 THE LOWEST HOUSE ELEVATION, WHICHEVER �1 ` S
3/4" CORE (TYP.) ON 23" B.C. �M1N Op. f lS LOWER. (',?+ CG•
1 -1/2" CORE(TYP.) (LOCKING) - _ RIZ Z% MAN SLOPE ��w OF W AsH y$
HORIZONTAL W
NOTES: 6" MIN.r 6" SIDE OU7LET TEE
Gl COVER 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. I SEWER MAIN SEWER MAIN z
2 FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. •o� `r
J. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
SANITARY (SPECIFY 'SEWER'), OR WATER (SPECIFY "WATER'). OF TEE AT MAIN OVER 25 ELEVATION ��y �10Y'�1 AL
MANHOLE FRAME AND COVER DETAIL STANDARD SIDE SEWER INSTALLATION DETAIL s E
NOT TO SCALE CITY OF RENTON DWG. NAME • BR29 NOT TO SCALE CITY OF RENTON DWG. NAME .• BR39 Ex?_s + +i•sios
SP PAGE, B074 SP PAGE. 8078 -- -- _ " " -- _
i � �� Checked for C pliance to City Standards
STAMP NOT VALID
UNLESS SIGNED AND DATED
o Jos NO. 01-159
9;5 1� K
O �■
SHUT NO.
®2004 TRIAD ASSOCIATES
3 p OF 33
OCT 0 M- �47tD Ut,i 1 U O -ZA V