HomeMy WebLinkAboutS-361902z
M2
LL
MANHOLE FRAME AND COVER
6' ' " SEE BUD. PLAN 401
1 ADJUSTMENT RINGS (2" MIN)
12. MAX 24 "~ ~ -- SEE NOTE e
MORTAR JOINT(S) (3/B" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)'
- RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASIM C -443
STEPS - POLYPROPYLENE STEPS
6- 1/2'-" SHALL. BE INCLUDED
/' N.
- CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
12 (TYP) : LADDER - POLYPROPYLENE
1 SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE
CONCRETE SHELF
i%
PRECAST DACE SECION
OR CAST :N SHELF.
'R'
i NOT TO SCALE
NOTES.,
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS,
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED,
3. CASING SHALL BE PER SID. PLAN 401.
A. MANHOLE SECTIONS IU BE OF REINFORCED PRECAST CONCRETE,
A JOINTS H N RISER RINGS, RICKS AND GASTRIC SHALL BE GROUTED,
5 GU J BETWEEN THE IN E R SE R G. B
B. ADJUSTMENT F H N° A SHALL RE ACCOMPLISHED WI TAG FRED T ORF OF
0 THE CASTING TO GRADE
ADJUSTMENT RIGS, BRICKS
THEU AND MORTAR ON'Y, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR ./2 BOND. THE USE Or SHIMS IS PROHIBITED,
7. SANITARY SEALER MANHOLES SHALL HAVE ALL INE COR SURFACES, R MC-AR CHELD OR Q
COATED (SEALED) WITH A HIGH SOWS URETHANE COATING: WASSCR MC AROSHIELO OR
APPROVED EQUAL: COLOR SH LC BE IN COIF OE Ve AEC.
B. RUBBER GHEIGHT JOINTS BA MI REM CONFORMANCE WITH ASTM 0-443.
B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE WIPE. DIAMETER OF THE LARGEST PIPE
10: CONNECTIONS TO MANHOLE SMALL BE MADE US'RG GPK ADAPTOR, HOR- N -S[AL BOOTS OR
APPROVED ED AL.
PL IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND 9MINIMUM OF 6" AND A MAXIMUM OF 1T
ABOVE FINISHED GRADE OR MUST HAVE A MINIMJM U DIAA10 E CONCRETE RINGS PROBED AT GRADE.
Ik PAVED M1REAS, COVER MUST SLOPE IN ALL UiREG LIONS 10 EACH PAYING.
G %YET PUBLIC WORKS STD. PLAN 400.1
STANDARD SANITARY MANHOLE -- --
DEPARTMENT
SEPTEMBER 2011
1 +00 2 +00 3 +00
162ND AVENUE S.E.
SEAL WITH AR 4000 OR
A'C' D
APPROVED EQUAL AND DRY
TYPICAL UTILITY COVER
D '
'E'
48" MH 4
48 6
6 ". MIN. S
S'MIN 2
24 MM 2
21" 1 D.
I .
. 54 ". 8
8 ". MIN, J
J 5' MIN. 1
14 MIN 2
24" ID
6D' MH !
! 80" 8
8" MIN 6
6 MIN, 4
42 MIN 3
30" I D I
SEAL WITH AR 4000 OR
/e®}4
APPROVED EQUAL AND DRY
TYPICAL UTILITY COVER
- SAND AFTER PATCHING
- BELTHULES
l -'--_
PATCHED AREA
A A
`..-. �
cov_t
PAVEMENT OR OVERLAY
PLAN
NIS
`2 "A
DIA. -1 0
2' ASPHALT CUSS "B"
4" STUD MARKING POST PANTED
TEE W1/H B" 510E WRET WYE WHITE W Di THE WORD - SEWER" SUMMUEC
.OUTSIDE
OR AS APPROVED BY
I 1
THE ENGINEER
I
lYl > -0:i APPRO ED EW 4 EXIENDEO TO IIIL iW a" VIE STUD.
4"
CONCRETE
SFCTLON A -A
INDIES,
REMOVE PAVEMCN- AND BASE MATERIALS FOR A DISTANCE
WON IS SOCIAL TO DIC DAME" OF THE FRAVE PLLS .TWO llt%
§ 50E 5Ew R ANn aU pN S1EH INSTALLATION)
ACJUST CASING MANE TO PAVEMENT SURFACE. USING RISER RINGS OR
CONCRETE CLOCKS PER STD PLAN 400.1.
ACCEPTABLE PROCEDURES FOR SOE SEWER CONNECTORS TO MAIN
RUPLALL ALL BUI. [UP Y' Q' LXGAVAIDU NAILMAE W111
GLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
'NTH 2 0= ASPHALT CLASS 'C° OR AS APPROVED BY
A. WIR I DCLAY MAIN - CUT IN A NEW TEE USING FLLAULE
THE NUMBER..
CWPUN35 (FE.MD) OR APPROVED EQUAL),
500
490
480
X,
W;
NEV
W.
/e®}4
PUBLIC WORKS
TYPICAL UTILITY COVER
BID. - �•4
- BELTHULES
�i
ADJUSTMENT FOR
EOVAi. LY SPACED IRO'
`..-. �
DEPARTMENT
PAVEMENT OR OVERLAY
DECEMBER 2010
500
490
480
X,
W;
NEV
W.
PROPERTY UNE
- BELTHULES
- 3 PLCS
EOVAi. LY SPACED IRO'
FUTURE
8' BUILDING SEWER PIPE 9UIIOINC. SFNTR
`2 "A
DIA B.C. (SEE Dc TAID
GROUND
4" STUD MARKING POST PANTED
TEE W1/H B" 510E WRET WYE WHITE W Di THE WORD - SEWER" SUMMUEC
SURFACE U FANCIIT WITH
CAST JflON RMG &COVER IN 3 HIGH BLACK LETTERS AND I6 WRE
(EAST JORDAN IRON YARNS MAPPED AROUND THE STUD AND
V4
lYl > -0:i APPRO ED EW 4 EXIENDEO TO IIIL iW a" VIE STUD.
SPECIFY "SEWER" ON LID,
GEE STD. PLAN 403.1 FOR
BEEN �
§ 50E 5Ew R ANn aU pN S1EH INSTALLATION)
ACCEPTABLE PROCEDURES FOR SOE SEWER CONNECTORS TO MAIN
LINES ARE AS. FOLLOWS:
A. WIR I DCLAY MAIN - CUT IN A NEW TEE USING FLLAULE
CWPUN35 (FE.MD) OR APPROVED EQUAL),
�4
B. CONCRETE MAIN - SGRE- DRILLED WITH A ROME SADDLE (OR
APPROVED EORL)
C. PVC MAIN - CORE OR'LLEG WITH A RCMAG SADDLE (OR APPROVED
EQUAL) Olt CUI IN A NEW TEE USING RIGID COUPLINGS
COVER BOTTOM VIEW
0. DUCTILE SON MAIN CORE -- GABLED WITH A ROMAC SADDLE (OR
COVER & FRAME
APPROVED EQUAL)
E. MANHOLE CONNECTON - ALL CONNECTORS TO MANHOLES SHALL PE
PLAN VIEW
AT MANWAC"UR -D KNOCK -OUTS OR THE
SRIICTURP SHALL BE.CORE- DRILLED
(3) BLT SEC; (ALLEN HEAD)
(CC 5 /8'-11 X 1.5 SS
60" ALLOWABLE MAX.
3 /M1'
r
FOR CAST IRON PIPE
OR DUCiIII [RON PIPE.
aBnm] .(
\
HGSI
1:3:5 MIX
/
CONCRETE (�C NG
BLOCKING y,2%
K-,
I 8 3�j 'e . t /2'
L
MIN SLOPE
I HOHILOA LAL
OUTLET' TEE 1
LSEW
I- 1222nn) 164mn3
-R MAN
G" MIN. MAIN -
CONCRETE BLOCKING ANGIF
SIDE SEWER FI EVAION
,iAl
pFSE„F_/yi MgIN_QYER...2;z
COVER SECTION VIEW
CA EVATJQN
ETA. 3 +22
f0'LT
NOTE:
-
EON BOLTING DETAIL.
UNLFSS OTHERWISE SlOWN ON PLAN, SIDE. SEVIER BHA] I. HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' !OWER
-
-HAN THE LOWEST MOUSE ELEVATION, WHICHEVER IS LOWER.
159 LF =8' PVC O 0'!'0%
_ 25 1/4' CIA
1/4'
INV =48&
(S)
I641,F) t f /16'
1/4' (6mm) LIP :27mnT
A PUffi.tL' WORKS
I�,
STANDARD SIDE SEWER
INSTALLATION
SID. PLAN -408.1
.SEPTEMBER 2011
�� DEPARTMENT
(SEWER MAIN TO PROPERTY LINE)
SN N
6
Y
ET52mM1
500
490
480
X,
W;
NEV
W.
Encompass
ENGINEERING & S RVEYING
165 NE juniper Street, Suite 201
Issactuah, WA 98027
Phone: (425) 392 -0250
Fax: (425) 391 -3055
HORZ. i" 40'
VERT. 1" = 5'
L4r
490
480
1 " =40'
2' MYLAR SUBMITTAL 1/23/12 TJR JEF
1 REVISED PER CITY REVIEW 'JEF 12/214/111 FUR dlEd( oNE mcH
'TJR AT Fuu BGa€
IF HOT ONE INEH
N0. REVISION BY DATE APPR "P.
' SCOIE AOWRMN6LY
TJR
1 I
500
490
O
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN)
SEE NOTE 8 )
MORTAR JOINT(5) (3/8 "' MIN.) 6" �
BEE NOTE 5 � 4' MAN. TO
12" MAX. j
4v
I
v e T Put
,o
• i
4 4
a
6"
\1 ft. STEPS TO BE POLYPROPYLENE 'vAFE'Y STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE NS-ALLED.
3. CASING SHALL BE PER STD. PI AN 401.
4. MANHOLE SECTORS TO BE OF REINFORCE) PRECAST .:CNCNEIF.
S. ALL JOINTS DETW.CN THE GONG RISER RINGS. BRICKS AND CASING SHALL BE GROUTED
6. ADJUSTMENT OF RIE CASING TO GRADE S:IALL DC ACCOMPLISHED W :iFLA
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR pNLY, BRICKS SHAL.
DE STAGGERED TO CREATE A RUNNING BOND OR I/2 BOND.'
THE USE OF SHIMS IS PRO I =0
rues.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED SEALED WDI Ai11 G I H SOLIDS URETHANE COATING • YA
S.k
MC- AROSHIELO OR APPROVED EQUAL: COLOR OF COATING SHALL B -L NNITE:
B. RUBBER GASKFTFD JOINTS SHALL BE IN CONFORMANCE W111 ASIA C 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAM[ZR OF THE LARGEST PIPE. -
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N -ScAL
NO015 OR APPROVED EQ'uAI_.
17. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND AMAXIMUM OF
72" ABOVE FINISHED GRADE OF MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE TD
s. PUN - aooa
`� B� PUBLIC WORKS
/= DEPARTMENT SHALLOW SEPTEMBER
2011
_ I
ANC
/
/
i
6 SSMHj 5 - 48' TYPE ll
151 1'NV 492. UOUND)
r + 5RT
- 48' TYPE II
49 24
INV =484 1 (E&N)
INV= if (110
t0 N < cV D!
u°>
0+0
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
- BELTHULES
- 3 PLCS
EOVAi. LY SPACED IRO'
APART ON 23 1/16' (586kn>
DIA B.C. (SEE Dc TAID
GROUND
- -
V4
BEEN �
aV
'
SEWERga
�4
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25'DIA.
H53SEFJ 1'
(3) BLT SEC; (ALLEN HEAD)
(CC 5 /8'-11 X 1.5 SS
3 /M1'
r
RUDDER WASHER
aBnm] .(
\
I 8 3�j 'e . t /2'
L
WL
I- 1222nn) 164mn3
TYP
COVER SECTION VIEW
162
ETA. 3 +22
f0'LT
-
EON BOLTING DETAIL.
2G 1/2' CIA
1673n 1 -
-
159 LF =8' PVC O 0'!'0%
_ 25 1/4' CIA
1/4'
INV =48&
(S)
I641,F) t f /16'
1/4' (6mm) LIP :27mnT
-_
E6mmS 11/16'
_ E27mml
-'f0
NEDPNENE GASKET
�T
SN N
6
ve^ ,
ET52mM1
494.32
RIM = 4!16.3*
H if - 48' TWE 1
(MATCH PAWNO
5 /8' J
n6 nIa
I� 23 3/8' DIA CL OPEN -,i
1584nmA
R3rmi
GASKET GROOVE DETAIL
vC -W)
(N)
INV =482.82 (N&E
_ 21 5/16' DIA
C694MM1
INV = 46252 (S
34 9 /0' DIA
O
M
O
M6%MMI NOTES:
n
O
O
FRAME SECTION VIEW 1.
ALL COVERS SHALL BE LOCKING LID PER EAST
Iri
�
r
ro
JORDAN IRON WORKS INC. Nc. 3T'TCI OR EQUAL.
d
d
2.
USE FRAME AND COVER FOR STORM (SPECIFY
'DRAIN' ON COVER), SANITARY (SPECIFY
'SEWER "). OR WATER (SPECIFY "WATER ").
STD. PLAN - 401
4A�4�
tI�
PUBLIC WORKS
DEPARTMENT
MANHOLE FRAME AND COVER
/r
DECEMBER 2008
Encompass
ENGINEERING & S RVEYING
165 NE juniper Street, Suite 201
Issactuah, WA 98027
Phone: (425) 392 -0250
Fax: (425) 391 -3055
HORZ. i" 40'
VERT. 1" = 5'
L4r
490
480
1 " =40'
2' MYLAR SUBMITTAL 1/23/12 TJR JEF
1 REVISED PER CITY REVIEW 'JEF 12/214/111 FUR dlEd( oNE mcH
'TJR AT Fuu BGa€
IF HOT ONE INEH
N0. REVISION BY DATE APPR "P.
' SCOIE AOWRMN6LY
TJR
1 I
500
490
O
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN)
SEE NOTE 8 )
MORTAR JOINT(5) (3/8 "' MIN.) 6" �
BEE NOTE 5 � 4' MAN. TO
12" MAX. j
4v
I
v e T Put
,o
• i
4 4
a
6"
\1 ft. STEPS TO BE POLYPROPYLENE 'vAFE'Y STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE NS-ALLED.
3. CASING SHALL BE PER STD. PI AN 401.
4. MANHOLE SECTORS TO BE OF REINFORCE) PRECAST .:CNCNEIF.
S. ALL JOINTS DETW.CN THE GONG RISER RINGS. BRICKS AND CASING SHALL BE GROUTED
6. ADJUSTMENT OF RIE CASING TO GRADE S:IALL DC ACCOMPLISHED W :iFLA
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR pNLY, BRICKS SHAL.
DE STAGGERED TO CREATE A RUNNING BOND OR I/2 BOND.'
THE USE OF SHIMS IS PRO I =0
rues.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED SEALED WDI Ai11 G I H SOLIDS URETHANE COATING • YA
S.k
MC- AROSHIELO OR APPROVED EQUAL: COLOR OF COATING SHALL B -L NNITE:
B. RUBBER GASKFTFD JOINTS SHALL BE IN CONFORMANCE W111 ASIA C 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAM[ZR OF THE LARGEST PIPE. -
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N -ScAL
NO015 OR APPROVED EQ'uAI_.
17. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND AMAXIMUM OF
72" ABOVE FINISHED GRADE OF MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE TD
s. PUN - aooa
`� B� PUBLIC WORKS
/= DEPARTMENT SHALLOW SEPTEMBER
2011
_ I
ANC
/
/
i
6 SSMHj 5 - 48' TYPE ll
151 1'NV 492. UOUND)
r + 5RT
- 48' TYPE II
49 24
INV =484 1 (E&N)
INV= if (110
t0 N < cV D!
u°>
0+0
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
GROUND
- -
162
ETA. 3 +22
f0'LT
IM =499.71 (MATCH
VINO)
159 LF =8' PVC O 0'!'0%
O
INV =48&
(S)
-'f0
SN N
STA- f{60
494.32
RIM = 4!16.3*
H if - 48' TWE 1
(MATCH PAWNO
18..62 (8"
INV =481.7
vC -W)
(N)
INV =482.82 (N&E
INV = 46252 (S
O
M
O
r
n
O
O
O
v
Iri
�
r
ro
d
d
d
Encompass
ENGINEERING & S RVEYING
165 NE juniper Street, Suite 201
Issactuah, WA 98027
Phone: (425) 392 -0250
Fax: (425) 391 -3055
HORZ. i" 40'
VERT. 1" = 5'
L4r
490
480
1 " =40'
2' MYLAR SUBMITTAL 1/23/12 TJR JEF
1 REVISED PER CITY REVIEW 'JEF 12/214/111 FUR dlEd( oNE mcH
'TJR AT Fuu BGa€
IF HOT ONE INEH
N0. REVISION BY DATE APPR "P.
' SCOIE AOWRMN6LY
TJR
1 I
500
490
O
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN)
SEE NOTE 8 )
MORTAR JOINT(5) (3/8 "' MIN.) 6" �
BEE NOTE 5 � 4' MAN. TO
12" MAX. j
4v
I
v e T Put
,o
• i
4 4
a
6"
\1 ft. STEPS TO BE POLYPROPYLENE 'vAFE'Y STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE NS-ALLED.
3. CASING SHALL BE PER STD. PI AN 401.
4. MANHOLE SECTORS TO BE OF REINFORCE) PRECAST .:CNCNEIF.
S. ALL JOINTS DETW.CN THE GONG RISER RINGS. BRICKS AND CASING SHALL BE GROUTED
6. ADJUSTMENT OF RIE CASING TO GRADE S:IALL DC ACCOMPLISHED W :iFLA
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR pNLY, BRICKS SHAL.
DE STAGGERED TO CREATE A RUNNING BOND OR I/2 BOND.'
THE USE OF SHIMS IS PRO I =0
rues.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED SEALED WDI Ai11 G I H SOLIDS URETHANE COATING • YA
S.k
MC- AROSHIELO OR APPROVED EQUAL: COLOR OF COATING SHALL B -L NNITE:
B. RUBBER GASKFTFD JOINTS SHALL BE IN CONFORMANCE W111 ASIA C 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAM[ZR OF THE LARGEST PIPE. -
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N -ScAL
NO015 OR APPROVED EQ'uAI_.
17. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND AMAXIMUM OF
72" ABOVE FINISHED GRADE OF MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE TD
s. PUN - aooa
`� B� PUBLIC WORKS
/= DEPARTMENT SHALLOW SEPTEMBER
2011
_ I
ANC
/
/
i
6 SSMHj 5 - 48' TYPE ll
151 1'NV 492. UOUND)
r + 5RT
- 48' TYPE II
49 24
INV =484 1 (E&N)
INV= if (110
t0 N < cV D!
u°>
0+0
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
500
490
O
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN)
SEE NOTE 8 )
MORTAR JOINT(5) (3/8 "' MIN.) 6" �
BEE NOTE 5 � 4' MAN. TO
12" MAX. j
4v
I
v e T Put
,o
• i
4 4
a
6"
\1 ft. STEPS TO BE POLYPROPYLENE 'vAFE'Y STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE NS-ALLED.
3. CASING SHALL BE PER STD. PI AN 401.
4. MANHOLE SECTORS TO BE OF REINFORCE) PRECAST .:CNCNEIF.
S. ALL JOINTS DETW.CN THE GONG RISER RINGS. BRICKS AND CASING SHALL BE GROUTED
6. ADJUSTMENT OF RIE CASING TO GRADE S:IALL DC ACCOMPLISHED W :iFLA
COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR pNLY, BRICKS SHAL.
DE STAGGERED TO CREATE A RUNNING BOND OR I/2 BOND.'
THE USE OF SHIMS IS PRO I =0
rues.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES INCLUDING CHANNELING,
COATED SEALED WDI Ai11 G I H SOLIDS URETHANE COATING • YA
S.k
MC- AROSHIELO OR APPROVED EQUAL: COLOR OF COATING SHALL B -L NNITE:
B. RUBBER GASKFTFD JOINTS SHALL BE IN CONFORMANCE W111 ASIA C 443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAM[ZR OF THE LARGEST PIPE. -
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR- N -ScAL
NO015 OR APPROVED EQ'uAI_.
17. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND AMAXIMUM OF
72" ABOVE FINISHED GRADE OF MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY MANHOLE TD
s. PUN - aooa
`� B� PUBLIC WORKS
/= DEPARTMENT SHALLOW SEPTEMBER
2011
_ I
ANC
/
/
i
6 SSMHj 5 - 48' TYPE ll
151 1'NV 492. UOUND)
r + 5RT
- 48' TYPE II
49 24
INV =484 1 (E&N)
INV= if (110
t0 N < cV D!
u°>
0+0
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
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HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
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9 3828
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BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
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HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
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SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
��esuuui�c
0 1 +00 2 +00
SEWER PROFILE
HORZ. 1" = 40'
VERT. 1" = 5' Mll
YFRIIGW N0.0 18
a� , CITY OF
HoRZOxru; xAO loea loot o
RENTON
DATUM
Planning /Building /Public Works Dept.
5- 361902
�p
ME3lgh1/
I � ye QLAAZ i�'
9 3828
�FGIS5yO\/.
`�SVV
/IIIIIn1L��f /Z3 //
FOR APPROVAL
BY
ffir
CHECKED FOR COMPLI
ANCE
TO CITY STANDAR�DS� /T�
DALE z 4
ROTE
HARMONY GROVE 9/26/"
RBmooa BOOK
SANITARY SEWER
PROFILE °"� PAGE
ANp DETAILS 11517
SHF£P. 7 9
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